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1205 AVIARA PKWY; ; CBC2024-0180; Permit
4ity of Carlsbad Building Permit Final ed Commercial Permit Print Date: 07/08/2025 Job Address: 1205 AVIARA PKWY, CARLSBAD, CA 92011 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Permit No: CBC2024-0180 Status: Closed - Finaled Parcel #: 2120407500 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Description: AVIARA WEST: ROOF TRUSSES Track 4*: Lot 4*: Project #: Plan 4*: Construction Type: Orig. Plan Check 4*: Plan Check U: Applied: 06/06/2024 Issued: 01/15/2025 Finaled Close Out: 07/08/2025 Final Inspection: INSPECTOR: Applicant: WERMERS MULTI-FAMILY CHRISTIAN URBACH 5120 SHOREHAM PL, 4* STE 150 SAN DIEGO, CA 92122-5959 (760) 453-9036 Property Owner: AVIARA LP 3444 CAMINO DEL RIO N, # 202 SAN DIEGO, CA 92108-1710 (619) 285-5500 FEE AMOUNT BUILDING PLAN CHECK $187.85 ROOF STRUCTURE REPAIR/REINFORCEMENT— COMMERCIAL $289.00 SB1473 - GREEN BUILDING STATE STANDARDS FEE $1.00 Total Fees: $477.85 Total Payments To Date: $477.85 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 442-339-2719 1 760-602-8560 f I www.carlsbadca.gov COMMERCIAL Plan C heck City of BUILDING PERMIT Est Value — Cailsbad APPLICATION PC Deposit S - Date ________ Job Address Suite: APN: ( Tenant Name #: Lot U: Year Built: 213 2 C( Year Built:?-°-M Occupancy: Construction Type: Fire sprinklersCESNO A/C:CYESNO BRIEF DESCRIPTION OF WORK: LII Addition/New: ew SF and Use New SF and Use SF Deck, SF Patio Cover, SF Other (Specify)___________ Tenant Improvement: SF, Existing Use: Proposed Use: SF, Existing Use: Proposed Use: LI Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, Modules, Mounted: ORoof OGround LII Reroof: LI Plumbing/Mechanical/Electrical Fl Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:_(ccf. Ucocc..- Name: o5 Address:______________________________ Address: Lk CCvv i c )3,çJr tJ2c,2. City: State: Zip: City: State: CA Zip: £k2\O% Phone: 4oLP Phone:_____________________________________ Email: S U L.-xw\-e.S . C.c,tfr'Email: CONTRACTOR OF RECORD Business Name: Wew-..Q,r ,4L ftL Fs't4 Gz. Address12D Lc&zic t1- 15t') City: 5&M Q(P-O State: CA_Zip: Phone: - Email: CSLB License U: Class: _-_@rU co Carlsbad Business License U (Required): b LO 00 6 I DESIGN PROFESSIONAL Name: Address: City: State: Zip:____________ Phone: Email: Architect State License: APPLICANT CERTIFICATION: I certify that I have read the application andst ate that the above information is correct and that the information on the plans is accurate. I agree to comply with all City rdLnancesan d tate laws relating to building construction. NAME(PRINT): 'Qr .JbQCif' SIGN: DATE: __9IS11_ô2 ( 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.. (OPTION A):LICENSED CONTRACTOR DECLARATION I herebyaffirm under penaltyof perjurythatlam licensedunderprovisionsof Chapter 9 (commencing with Section 7000)0!Division 3 of the Business and Professions Code, andmy license is infullforce and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): Ji have and will maintain a certificate of Consent to self-insure for workers' Compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. fli have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: - - Policy No. . Expiration Date: R- I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become ject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: CONTRACTOR CERTIFICATION: Icertify that) hove read the application and state that the above information is correct and that the information on the plans is accurate. lagree tocomply with all City ordinances and State laws relating to building construction. 2ZNAME (PRINT): SIGNATURE: DATE:____________ Note: If the person signing above is an authorized agent for the contractor provide aitter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Dl, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). fliam exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, M-7 FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors.l understand that a copy of the applicable law, Section 7044 of the Business and Professions code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.htmi. OWNER CERTIFICATION: I certify that Move read the application andst ate that the above information is correct and that the information on the plans is accurate. lagree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGN: DATE Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email:Building@carlsbadca.gov REV. 07/21 si True North COMPLIANCE SERVI CES July 19, 2024 City of Carlsbad Community Development Department - Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: TI Avira West Roof Trusses Address: 1205 Aviara Pkwy Applicant Name: Christian Urbach Applicant Email: chrisu@wermerscompanies.com City of Carlsbad - FINAL REVIEW City Permit No: CBC2024-0 180 True North No.: 24-018-504 BUILDING INFORMATION: Occupancy Groups: R-2 Occupant Load: N/A Type of Construction: N/A Sprinklers: Yes Stories: N/A Area of Work (sq. ft.): N/A sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: See Notes Below Scope of Work: See Notes Below Floor Area: See Notes Below Notes: The permit application is not provided. Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: Drawings: One (1) copy dated February 16, 2024, by Inland Empire Truss, Inc. Roof Truss Calculations: One (1) copy dated May 10, 2024, by Inland Empire Truss, Inc. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments., however, we bring the following to your attention: Approved with the following condition: EOR shall stamp truss plans True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 TI 562.733.8030 Review No. Hourly Rate Hours Total 1st Review $120.00 0 $ 2nd Review $120.00 0 $ 3rd Review $120.00 0 $ Total $ We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Choose a review type. Choose a reviewer. - Choose a title. Choose a review type. Choose a reviewer. - Choose a title. Wermers Muti-Family Corp. Project: 40-127 Aviara - West Carlsbad, California Submittal #120.2 - Trusses Revision 2 Submittal Manager Chris Urbach Status Open Date Created May 6, 2024 C! Issue Date May 11, 2024 Spec Section q Responsible Six Star, Framing Received From Adrian Pavia (Six Star Framing 4e Contractor Received Date May 10, 2024 Submit By Final Due Date May 15, 2024 Lead Time Cost Code Location Type Approvers VCA Admin Construction (VCA Structural), Ray Pereda (Architects Orange (AO)), Roberto Garcia (Wermers Properties), Austin Wermers (Wermers Properties) Ball in Court VCA Admin Construction (VCA Structural) Distribution Adrian Pavia (Six Star Framing), Anita Ohanesian (Architects Orange (AO)), Austin Wermers (Wermers Properties), Cesar Alfaro Chris Urbach , Jacob Hernandez (Wermers Muti-Family Corp.), Joshua Wermers (Wermers Muti-Family Corp.), Michael Mayhew (Architects Orange (AO)), Ray Pereda (Architects Orange (AO)), Sam Dawly (Wermers Muti-Family Corp.), Trevor Morales (Architects Orange (AO)), Roberto Garcia (Wermers Properties) Description Please review the attached truss submittal SUBMITTAL STAMP CUSTOM FIELDS Stamp Status By Date Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information R3444W AVIARA WEST DIGITAL SET 5- Attachments 1024..pf VCA May 11, 2024 May 13, 2024 Pending Admin Construction Ray Pereda May 14, 2024 Pending VCA STRUCTURAL, INC. Roberto Garcia May 15, 2024 Pending REVIEWED 0 MAKE CORRECTIONS AS NOTED Austin Wermers May 15, 2024 Pending This review is Only for general conformance with the design .concepthLthe prqct tr hriI pIsn ,Ihp fhrirtrrn processes, techniques of construction, dimensions, and quantities are not a part of this review. Our review of these drawings does not relieve the contractor from complying with the structural plans. Shawn Afshar, P.E. 5113/2024 Wermers Muti-Family Corp. Page 1 of 1 Printed On: May 13, 2024 08:46 AM PDT irTrciss.Isc. ROOF TRUSS CALCULATIONS Project Name: AVIARA WEST APARTMENTS Project Number: R3444W Jobsite Location: Carlsbad, CA E.O.R.: VCA Structural Customer: Six Star Framing Design Engineer: DV Date: May 10, 2024 The bound truss drawings having an electronic seal and signature printed on each page have been reviewed and approved by the truss designer (truss design engineer). This review and approval applies solely to the attached truss design drawing pages that are bound together. VCA STRUCTURAL, INC. REVIEWED fl MAKE CORRECTIONS AS NOTE[ Ej REJECTED REVISE AND RESUBMIT This review is only for general conformance with the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review. Our review of these drawings does not relieve the contractor from complying with the structural plans. Shawn Piisflar, P.E. 5/13/2024 275 West Rider Street 9 Perris, California 92571 • (951) 300-1758 • Fax: (951) 300-1768 ALPINE AN 11W 0AIAE1Y Alpine, an ITW Company 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Phone: (800)877-3678 (916)387-0116 Fax: (916)387-1110 www.alpineitw.com VCA STRUCTURAL, INC. REVIEWED 0 MAKE CORRECTIONS AS NOTED 0 REJECTED 0 REVISE AND RESUBMIT This review is only for general conformance with the desig, concept of the project structural plans. The fabrication processes, techniques of constructive, dimensions and quantities are note part of this review. Our review of these drawings does not relieve the contractor from complying with the structural plans. Shawn Afshar, P.S. 5/13/2024 Site Information: I' Page 1: Customer: Inland Empire Truss Job Number: R3444W_DV Job Description: AVIARA WEST APARTMENTS Address: Job Engineering Criteria:t Design Code: CBC 2022 Intel/i VIE W Version: 23.01.02 JRef#: 1 XZ068520005 Wind Standard: ASCE 7-16 Wind Speed (mph): 95 Design Loading (psI): 48.00 Building Type: Closed General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSl/TPl 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSl/TPl 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high-quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B1 0, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed, and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; SSuper Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1 118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 iriirtIss,Iffic. ROOF TRUSS CALCULATIONS Project Name: AVIARA WEST APARTMENTS Project Number: R3444W Jobsite Location: Carlsbad, CA E.O.R.: VCA Structural Customer: Six Star Framing Design Engineer: DV Date: May 10, 2024 The bound truss drawings having an electronic seal and signature printed on each page have been reviewed and approved by the truss designer (truss design engineer). This review and approval applies solely to the attached truss design drawing pages that are bound together. 275 West Rider Street • Perris, California 92571 • (951) 300-1758 • Fax: (951) 300-1768 Alpine, an lTW Company 155 Harlem Ave a ALPINE North Building, 4th Floor Glenview, IL 60025 ANrIINCOMPAIIY Phone: (800)877-3678 (916)387-01 Fax: (916)387-11 wwwalpineitw.cc. -. Site Information: Page 1: Customer: Inland Empire Truss Job Number: R3444W_DV Job Description: AVIARA WEST APARTMENTS Address: Job Engineering Criteria: Design Code: CBC 2022 Intel/i VIE W Version: 23.01.02 JRef#: 1 XZ068520005 Wind Standard: ASCE 7-16 Wind Speed (mph): 95 Design Loading (p50: 48.00 Building Type: Closed General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSl/TPl 1, hapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate stitute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPl 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly rocedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in e installation of the truss components and/or its connections. This document may be a high-quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters Bi, B2, B7 and/or Bi 0 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B1 0, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed, and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM Al 063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1 118, available on-line at www.icc-es.org. ire Retardant Treated Lumber: ire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page lof3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. C = Coated lumber. CAT = AtTEK coated lumber. C-FX = FX Lumber Guard coated lumber. C -TW = Tech Wood 4400 coated lumber. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. FRT-PR = ProWood Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual Lidefl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Page 2 of 3 General Notes (continued) Refer to ASCE-7 for Wind and Seismic abbreviations. I ppercase Acronyms not explained above are as defined in TPI 1. ..eferences: AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. ICC: International Code Council; www.iccsafe.org. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL 60025; www.alpineitw.com. TPl: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com Page 3 of 3 Table of Content Certificate of Quality . ANSI/TPI Standard Responsibilities ICCES ESR1 118 Evaluation Report on ITW Connector Plates Inland Empire Truss Inc. General Truss Details BCSI-BCS B 1 Summary Sheet Bracing Recommendations Truss Placement Plan Truss Drawings co TIMBER PRODUCTS We Deliver CERTIFICATE OF MEMBERSHIP WITH TIMBER PRODUCTS INSPECTION, INC. (TP) Be it known that since June 30-2020 Inland Empire Truss Inc. 275 W. Rider Street Perris, CA 92571 is a member of TP's lAS-accredited Metal Plate Connected Wood Truss Auditing Program in good standing and in compliance with regard to our oversight of internal truss plant quality control. To remain in good standing, this member has contractually agreed to: Manufacture metal plate connected wood trusses under the most current version of the ANSIITPI 1 standard. Maintain complete and up to date internal quality control records. Check at least three trusses per line, per setup, per shift, per week. Apply the TP mark to, and only to, products which have been proven through applicable monitoring. TIMBER PRODUCTS INSPECTION 100 Kedron Dr, Peachtree City, GA 30269 Reaffirmed as of September 29, 2020 100 KEDRON DR PEACHTREE CITY, GA 30269 770-922-8000 www.tpinspection.com with offices in Trussville AL, Conyers GA, Duluth MN, Farmington MO, Springfield OR, Vancouver WA, Langley BC Canada E30-COM-MPCW Truss-20200526 TPI 1-2014 REQUIREMENTS OF THE TRUSS DESIGNER AND MANUFACTURER 2.3.5 Requirements of the Truss Designer. 2.3.6 Requirements of the Truss Manufacturer. 2.3.5.1 Preparation of Truss Drawings. 2.3.6.1 Truss Design Criteria and Requirements. The Truss Designer is responsible for the preparation of the Truss Design Drawings based on the Truss design criteria The Truss Manufacturer shall obtain the Truss design criteria and requirements from the Construction Documents. and requirements set forth in the Construction Documents or as otherwise set forth in writing by the Building Designer as supplied to the Truss Designer by the Contractor through the Truss Manufacturer. 2.3.6.2 Communication to Truss Design Engineer. The Truss Manufacturer shall communicate the truss design criteria and requirements to the Truss Designer. 2.3.5.2 Single Truss Component Design. The Truss Designer shall be responsible for the design, in accordance with this Standard, of each singular Truss depicted on each Truss Design Drawing. 2.3.5.3 Truss Design Drawing Seal and Signature Where the Legal Requirements mandate a Registered Design Professional for buildings, each individual Truss Design Drawing shall bear the seal and signature of the Truss Designer. Exception; When a Cover/Truss Index Sheet is used, it is the only document required to be signed and sealed by the Truss Designer. 2.3.5.4 Truss Placement Diagram. When the Truss Placement Diagram serves only as a guide for Truss installation, it does not require the seal of the Truss Designer. 2.3.5.5 Information on Truss Design Drawings. Truss Design Drawings shall include, at a minimum, the information specified below: Building Code used for design, unless specified on Cover/Truss index Sheet. Slope or depth, span and spacing. Location of all joints and support locations. )d( Number of plies if greater than one. (e( Required bearing widths. )f( Design loads as applicable, including Top Chord live load (for roof Trusses, this shall be the controlling case of live, snow or rain load); Top Chord dead load; Bottom Chord live load; Bottom Chord dead load; Additional loads and locations; Environmental load design criteria (wind speed, snow, rain, seismic, and all applicable factors as required to calculate the Truss loads); and Other lateral loads, including drag strut loads. Adjustments to Wood Member and Metal Connector Plate design values for conditions of use. Maximum reaction force and direction, including maximum uplift reaction forces where applicable. Metal Connector Plate type, manufacturer, size, and thickness or gauge, and the dimensioned location of each Metal Connector Plate except where symmetrically located relative to the joint interface. (j) Size, species and grade for each Wood Member. )k) Truss-to-Truss connection and Truss field assembly requirements. (I) Calculated span to deflection ratio and/or maximum vertical and horizontal deflection for live load and for live plus dead load and Km as applicable per Section 7.6. (m( Maximum axial tension and compression forces in the Truss members. Fabrication tolerance per Section 6.4.10. Required Permanent Individual Truss Member Restraint Location. Truss Designer 2.3.5.6 Responsibility Exemptions. The Truss Designer is responsible for items listed in Section 2.3.5 and is not responsible for the requirements of other parties specified outside of Section 2.3.5. 2.3.6.3 Alternate Truss Designs. If an alternative or partial set of truss design(s) is proposed either by the Truss Manufacturer or the Truss Designer, such alternative set of design(s) shall be sent to and reviewed by the Building Designer for the Building prior to manufacturing. Where the Legal Requirements mandate a Registered Design Professional for buildings, these alternative set of design(s) do not require the seal of the Truss Designer until accepted by the Building Designer, whereupon these alternative Truss Design Drawings shall be sealed by the Truss Designer. 2.3.6.4 Truss Placement Diagram. Where required by the Construction Documents or Contract, the Truss Manufacturer shall prepare the Truss Placement Diagram that identifies the assumed location for each individually designated Truss and references the corresponding Truss Design Drawing. The Truss Placement Diagram shall be permitted to include identifying marks for other products including Structural Elements, so that they can be more easily identified by the Contractor during field erection. When the Truss Placement Diagram serves only as a guide for Truss installation and requires no engineering input, it does not require the seal of any Registered Design Professional including in cases where the Legal Requirements mandate a Registered Design Professional for buildings. 2.3.6.5 Required Documents. The Truss Manufacturer shall supply to the Contractor the Truss Submittal Package, including the Truss Design Drawings, a Truss Placement Diagram, if required by the Construction Documents or Contract, and the required Permanent Individual Truss Member Restraint location and the method to be used per Section 2.3.6.6 Special Application Conditions. The Truss Manufacturer shall be allowed to provide detail drawings to the Contractor to document special application conditions. 2.3.6.7 Truss Submittal Packages. Where required by the Construction Documents or Contract, Legal Requirements or the Building Official, the Truss Manufacturer shall provide the appropriate Truss Submittal Package to one or more of the following: Building Official; Building Designer and/or Contractor for review and/or approval per Section 2.3.4.2. 2.3.6.8 Reliance on Construction Documents. The Truss Manufacturer shall be permitted to rely on the accuracy and completeness of information furnished in the Construction Documents or otherwise furnished in writing by the Building Designer and/or Contractor. 2.3.6.9 Fabrication Tolerance. The Truss Manufacturer shall determine the value for the fabrication tolerance to be used in the design of the Trusses (see Section 6.4.10). 2.3.6.10 Manufacturer Quality Criteria. The Truss Manufacturer shall manufacture the Trusses in accordance with the final Truss Design Drawings, using the quality criteria required by this Standard unless more stringent quality criteria is provided by the Owner in writing or through the Construction Documents. 2.3.6. 11 In-Plant Truss Inspections. Truss inspections, as required by the Jurisdiction, shall be performed at the manufacturer's facility using the manufacturer's In-Plan Quality Assurance Program monitored by an inspection agency approved by the Jurisdiction, and shall satisfy any Quality Control/quality assurance requirements for the Trusses and shall satisfy any designated in-plant special inspection requirements for the Trusses. 2.3.6.12 Responsibility Exemptions. The Truss Manufacturer is responsible for items listed in Section 2.3.6, and is not responsible for the requirements of other parties specified outside of Section 2.3.6. ICC EVALUATION SERVICES - - Compliance with International Coc Compliance to State/Regional Codes www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Counci ICC-ES Evaluation Report ESR-1118 DIVISION: 06 0000-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: ITW BUILDING COMPONENTS GROUP INC. EVALUATION SUBJECT: ALPINE TRUSS PLATES (METAL CONNECTOR PLATES): WAVE, H AND SS, TRULOX AND HINGE PLATES 1.0 EVALUATION SCOPE Compliance with the following codes: 2021, 2018, 2015 and 2012 International Building Codd (IBC) 2021, 2018, 2015 and 2012 International Residential Code® (I RC) *For evaluation for compliance with the anticipated requirements of the 2021 IBC and IRC. For evaluation for compliance with codes adopted by Los Angeles Department of Building and Safety (LADBS), seeESR-1 118 LABC and LARC Supplement Property evaluated: Structural 2.0 USES Plate Connectors described in this evaluation report are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 Wave Plate TM Truss Plate Connector: The Wave Plate TM metal truss connector plates are manufactured from No. 20 gage [minimum 0.0356 inch (0.904 mm) total thickness] steel complying with ASTM A653 SS Grade 40, with a G60 galvanization coating [0.0005-inch (0.013 mm) thickness on each side], and a minimum base-metal thickness of 0.0346 inch (0.879 mm). The Wave Plate is also available with G90 [0.0008-inch (0.019 mm) thickness on each side] and G185 [0.0016-inch (0.040 mm) thickness on each side] galvanizing levels applied to the same minimum base-metal thickness steel as specified for the G60 galvanized Wave Reissued January 2023 This report is subject to renewal January 2025. Plate. Pairs of teeth are punched forming slots which are 0.12 inch (3.0 mm) wide and 0.50 inch (12.7 mm) long, are aligned parallel to the plate length, and are spaced 0.25 inch (6.35 mm) on center across the width of the plate and 1.0 inch (25.4 mm) on center along the length of the plate. Adjacent teeth are staggered along the length of the plate 0.06 inch (1.52 mm) from each other in a double alternating pattern, resulting in three slot positions: centered in the row; +0.06 inch (1.52 mm) from the center of the row; and -0.06 inch (1.52 mm) from the center of the row, resulting in an undulating or "wave" pattern within each row of slots. The Wave Plate TM is available in 1-inch (25.4 mm) increments of both width and length. See Figure 1 for details. 3.2 H and SS Connector Plates: H and SS connector plates are manufactured in two forms known as H (High Strength, also referred to as HS) and SS (Super High Strength) from No. 20 gage [minimum 0.0356-inch (0.904 mm) total thickness] and No. 18 gage [minimum 0.0466-inch (1.18 mm) total thickness], respectively, steel complying with ASTM A653 HSLAS Grade 60, with a G90 galvanization coating [0.00075-inch (0.019 mm) thickness on each side], and minimum base- metal thicknesses of 0.0341 inch (0.866 mm) and 0.0451 inch (1.146 mm), respectively. The H and SS plates are also available with G60 [0.0005-inch (0.013 mm) thickness on each side] and either G185 [0.0016-inch (0.040 mm) thickness on each side] or ASTM A153 Class D galvanizing levels applied to the same minimum base-metal thickness steel as specified for the G90 galvanized H and S plates. Pairs of 0.115-by-0.327-inch (2.92 by 8.31 mm) teeth are punched perpendicular to the plane of the plate, each pair leaving a 0.115-by-0.49-inch (2.92 by 12.45 mm) slot in the plate. The slots are spaced 0.875 inch (22.23 mm) apart on center lengthwise. Slots are grouped in sets of four, with each set consisting of four slots spaced 0.3125 inch (7.94 mm) apart on center widthwise. Adjacent slots across the width are staggered 0.4375 inch (11.11 mm) lengthwise. Sets of slots are spaced 1.3125 inches (33.34 mm) apart on center widthwise. There are 6.97 teeth per square inch (1.08 teeth/cm2) of plate. Teeth are pointed on the end and V-shaped in cross section. See Figure 2 for details. 3.3 Trulox Connector Plate: Trulox nail plates are made from No. 20 gage [minimum 0.0356-inch (0.904mm) total thickness] steel complying with ASTM A653 SS Grade 40, with a G60 galvanization coating ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed . as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as AAW to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2023 icc Evaluation Service, LLC. All rights reserved. Page 1 of 8 ESR-1 118 I Most Widely Accepted and Trusted Page 2 of 8 [0.0005-inch (0.013 mm) thickness on each side], and a minimum base-metal thickness of 0.0346 inch (0.879 mm). The Trulox Connector Plate is a flat nailing plate without integral teeth, with 0.131-inch-diameter (3.33 mm) nailing holes spaced 1 inch (25.4 mm) on center lengthwise and 0.667 inch (16.94 mm) on center widthwise. Adjacent holes along the length are staggered 0.333 inch (8.38 mm) widthwise. There are 1.5 holes per square inch (645.16 mm2) of plate. Plates are connected to wood with separately applied nails, such as 1.375-inch-long (34.93 mm), No. 11 gage diameter [0.1205 inch (3.06 mm)], spiral shank truss nails, or similar. The Trulox nail plate is identified by its hole pattern and the lack of any integral teeth. See Figure 3 for details. 3.4 Hinge Plate: 2-by-8 Hinge Plates are made of No. 18 gage [minimum 0.0466-inch (1.18 mm) total thickness] steel complying with ASTM A653 SS Grade 37, with a G60 galvanization coating [0.0005 inch (0.013 mm) thickness on each side], and a minimum base-metal thickness of 0.0456 inch (1.16 mm). The Hinge Plate connector consists of two 2-by4.5-inch (51 by 114 mm) metal plates, overlapped by 1 inch (25.4 mm) and grommetted together with a brass grommet through a punched hole in each plate. For each side of the hinge plate, three rows of eight pairs of teeth per row are punched perpendicular to the plane of the plate, each pair leaving a 0.12 by 0.50-inch (3.0 by 12.7 mm) slot in the plate. The slots are spaced 1 inch (25 mm) apart on center lengthwise and 0.25 inch (4.2 mm) apart on center widthwise, leaving 48 teeth on each side of the hinge, i.e., a total of 96 teeth per plate. Each slot is offset along its length 0.06 inch (1.52 mm) from the adjacent slots. Teeth are pointed on the end and V-shaped in cross section. See Figure 4 for details. 4.0 INSTALLATION 4.1 General: Wave, H, S and Hinge Truss Plates are pressed into the wood for the full depth of their teeth by hydraulic presses, pneumatic presses, or roller presses, or by passing the unit through a stationary roller press. Design values shown for hydraulic-platen embedment are valid for hydraulic, pneumatic presses, multiple roller presses that use partial embedment followed by full- embedment rollers, or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses into a stationary finish roller press. Design values shown for single pass roller presses are valid for rollers 18 inches (457.2 mm) or larger in diameter. Trusses must be assembled within the tolerances provided by TPI's Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of ANSI/TPI 1, National Design Standard for Metal Plate Connected Wood Truss Construction. 4.2 Allowable Design Values: 4.2.1 Wave, H and SS Truss Plates: Allowable design values for Wave, H and SS, Truss Plate Connectors used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. The design, manufacture, and installation of trusses employing the truss plates must complywith IBC Section 2303.4 orlRC Sections R502.11 and R802.10, as applicable. 4.2.2 Trulox Truss Plate Connector: This connector is a nail plate using separately applied nails. Effective steel tension strength ratios must be determined based on accepted design principles for steel. Allowable steel shear design values are shown in Table 2. Lateral resistance values must be determined in accordance with the design values for nails in the AF&PA National Design Specification for Wood Construction. Allowable design values are applicable when the connection is made with identical plates and nailing patterns on opposite sides of the joint. 4.2.3 Hinge Plate: The allowable design values of Hinge Truss Plate Connectors in shear, tension and compression are shown in Table 3. Imposed forces at the joint and within the truss containing the joint must be determined using a structural model with a pin at the hinge joint location. Allowable design values are applicable when the connection is made with a 1-inch (25.4 mm), or smaller, gap between the two wood members at the connection. The design load due to combined shear and axial loads must not exceed the allowable load using the Hankinson formula as follows: Fe < P0 where: Fe = Imposed combined shear and axial load, lb = (Fa2 + F 2)°5 Pe = Allowable combined shear and axial load, lb = (Pa x Pv)/((Pa x (sin e )2) + (P x (cos 0 )2)). Fa = Imposed axial force, lb. Fv = Imposed shear force, lb. Pa = Allowable axial force, lb. (In compression or tension corresponding to imposed axial force). P,, = allowable shear load, lb. e (theta) = angle between Fe and the length of the plate 5.0 CONDITIONS OF USE The Alpine Truss Plates (Metal Connector Plates) described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this report, this report governs. 5.2 Each application for a building permit using these truss plate connectors must be accompanied by calculations, details and other documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses using Wave, H and SS metal truss connector plates must not exceed those listed in Tables 1 and 2. The shear resistance ratios used in the design of trusses using Trulox Truss Plate Connectors must not exceed those listed in Table 2. The shear, tension and compression loads used in the design of trusses using Hinge Truss Plate Connector must not exceed those listed in Table 3. Load combination reductions must be in accordance with the applicable code. ESR-1 118 I Most Widely Accepted and Trusted Page 3 of 8 5.5 All lumber used in the fabrication of trusses using Alpine Truss Plate Connectors must be graded in compliance with the applicable building code and must have a moisture content not to exceed 19 percent at the time of assembly. Wet service factors from ANSI/TPI I Section 6.4.6 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable loads shown in the tables of this report are not applicable to metal connector plates embedded in either fire-retardant- treated lumber or preservative-treated lumber. 5.6 Metal truss connector plates and hinge plates must be installed in pairs on opposite faces of truss members. 5.7 Galvanized G60 and G90 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. Note: Conditions 5.8 through 5.13 apply to Hinge Plate metal connectors only: 5.8 Allowable load values for the Hinge Plates are applicable to hinge plate pairs installed on opposite faces and positioned in the 180-degree (unbent) position in the final installation of the truss. 5.9 The allowable compression load given in Table 3 is valid for applications where sheathing is attached to the truss chord members containing the metal hinge plates, and lateral translation across the joint is inhibited by the sheathing being installed continuously across the joint as prescribed by code or by other means acceptable to the code official. Hinge plate connectors must not be used to transfer any loads in a direction perpendicular to the plane of the truss, such as for design of load transfer at joints of unblocked diaphragms. 5.10 Due to the rotation provided at the joint of the Hinge Plates, the truss design must be modeled with a pin at the hinge joint location. In the final installed condition, shear loads must be applied within the plane of the hinge plate, at a 90-degree angle to the long axis. 5.11 Design of diaphragms with trusses manufactured with the Hinge Plate is outside the scope of this report. 5.12 Allowable design values given in Table 3 for Hinge Plate connectors are applicable when the connection is made with a 1-inch (25.4 mm), or smaller, gap between the two wood members at the connection. No adjustments for load duration are permitted. 5.13 Use of the Hinge Plate is limited to prefabricated trusses. Field installation is prohibited. Compliance with IBC Section 2303.4 or IRC Sections R502.11 and R802.10, as applicable, is required. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1 for Alpine Wave; H and SS; and Twlox metal truss plate connectors. 6.2 Engineering summary of plate properties, table of design values, prepared by Alpine Engineered Products, Inc. (now ITW Building Components Group, Inc.). 6.3 Manufacturer's descriptive literature. 6.4 Data in accordance with the ICC-ES Acceptance Criteria for Metal Hinge Plate Connectors for Wood Trusses (AC283), approved November 2015 (editorially revised January 2021) forAlpine hinge plate metal connectors. 7.0 IDENTIFICATION 7.1 See Figures 1 through 4 for identifying patterns. Wave PlatesTM are identified by the unique double-offset slot pattern. H and SS plates are identified by the embossed symbol "Alpine" and either H20" or S18" for the H and SS plates, respectively. Hinge plates are identified by the grommetted hinge and the symbols "Alpine" or "HP28W." Each shipping container of Alpine Truss Plate Connectors is marked with the ITW Building Components Group Inc. name and/or trademark, and the evaluation report number (ESR- 1118). Product labeling shall include the name of the report holder or listee, and the ICC-ES mark of conformity. The listing or evaluation report number may be used in lieu of the mark of conformity. 7.2 The report holder's contact information is the following: ITW BUILDING COMPONENTS GROUP INC. 155 HARLEM AVENUE NORTH BUILDING - 4TH FLOOR GLENVIEW, ILLINOIS 60025 (800) 326-4102 www.alpineitw.com ESR-1 118 I Most Widely Accepted and Trusted Page 4 of 8 TABLE 1-WAVE PLATE TM, H and SS PLATES ALLOWABLE LATERAL RESISTANCE VALUES (lb/in'/PLATE)' HYDRAULIC-PLATEN EMBEDMENT SINGLE-PASS ROLLER 11W BCG PLATE TPI AREA BASIS LUMBER VALUES3 ______ EMBEDMENT VALUES' AA I EA AE EE AA EA AE EE S. Pine 206 158 163 170 179 143 142 153 GROSS AREA (0" end & 0" edge distances) Doug. Fir-Larch 206 156 145 153 179 141 126 138 Hem-Fir 164 109 106 124 134 96.7 86.5 110 SPF 159 109 106 118 130 96.7 86.5 105 WAVE S. Pine 275 195 163 170 239 177 142 153 NET AREA (1/2 end & 0" edge distances) Doug. Fir-Larch 275 1 195 145 153 239 177 126 138 Hem-Fir 208 134 106 124 170 119 86.5 110 SPF 208 130 106 118 170 115 86.5 105 S. Pine 197 128 122 123 147 116 91 112 H4 NET AREA (/16" or 11/32 end & 0" Doug. Fir-Larch 197 128 120 115 147 116 89 104 Hem-Fir 143 84.7 82.5 92.7 117 81.2 67.1 88.9 edge distances) SPF 141 84.1 81.6 92.7 114 80.7 66.4 88.9 S. Pine 236 173 156 136 182 133 120 105 SS4 NET AREA (/ie" or 11/32 end & 0" edge distances) Doug. Fir-Larch 236 173 156 136 182 133 120 105 Hem-Fir 161 127 117 112 126 99 91 87 1 SPF 161 127 117 112 126 99 91 87 For SI: 1 psi = 6.9 kPa. 'Values given in Table 1 are allowable lateral resistances of the metal connector plate teeth, expressed in pounds per square inch of plate for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2Values given in Table 1 are based on the following assigned specific gravities for the lumber species combinations listed: S. Pine G = 0.55, Doug fir-larch G = 0.50, hem-fir G = 0.43, SPF G = 0.42. 'Plate orientation designations: AA = Plate slots parallel to load, wood grain parallel to load. EA = Plate slots perpendicular to load, wood grain parallel to load. AE = Plate slots parallel to load, wood grain perpendicular to load. EE = Plate slots perpendicular to load, wood grain perpendicular to load. 4lTW BCG H and SS plates: an end distance of inch applies for the AA orientation, and an end distance of/32 inch applies for the EA orientation. TABLE 2-WAVE PLATE TM, H, SS AND TRULOX PLATES EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY & WAVE PLATE TM H PLATE SS PLATE TRULOX PLATE FORCE DIRECTION Effic'y Ratio p11/pair of Plates Effic'y Ratio p11/pair of Plates Effic'y Ratio ph/pair of Plates Effic'y Ratio P11/pair of Plates Tension @00 0.512 895 0.710 1784 0.735 2444 - - Tension @30° - - - - 0.411 1367 - - Tension @ 600 - - - - 0.289 961 - - Tension @ 900 0.486 849 0.300 754 0.269 894 - - Shear @0° 0.563 656 0.435 656 0.568 1133 0.711 829 Shear @ 300 0.739 861 0.720 1086 0.752 1500 0.632 737 Shear@ 600 0.832 969 0.810 1223 0.941 1877 0.708 825 Shear@ 900 0.487 567 0.517 780 0.642 1281 0.665 775 Shear@ 120° 0.454 529 0.330 498 0.515 1027 0.227 265 Shear@ 1500 0.477 556 1 0.412 622 0.418 834 0.147 171 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. ESR-1 118 I Most Widely Accepted and Trusted Page 5 of 8 TABLE 3—HINGE PLATE ALLOWABLE DESIGN VALUES' 2,3 PROPERTY ALLOWABLE DESIGN VALUE (lb) Shear 566 Tension 810 Compression 810 For SI: 1 lb = 4.448 N. 'Design values determined using SPF lumber. 2Tabulated design values must not be increased by any load duration factor. 3Allowable design values are applicable to application of the metal plates installed in pairs to truss chord members. 0.275 in (9.5 rr tooth length B 11H _ L 0,25 in (6.35 nn) o.c. between slots in (25.4 n) 0.06 in (1.52 nn) 0.5 in (12.7 ) between Slots o('('set between slot length ucljocent slots L _ 0.12 in (3.05 nn) 0.0356 in (0.904 nn) slot -th nm. thickness PLATE AVAILABLE IN INCREMENTS or 1 IN (25.4 rim). PLATE SHOWN ABOVE IS A 2X3 (2 IN >1 3 IN. 50.8 riri >1 76.2 mm). FIGURE 1—WAVE PLATE ESR-1 118 I Most Widely Accepted and Trusted Page 6 of 8 0.0256 in (0,90 mm,) min. or H Thickness: 0.0466 0 (flO 'mm,) 'mm, for S 0.875 in (22,22 r'mr,) o.c 0.4375 in (11.11 HH fl277 in 01875 in (476 3@01125 in (7 94 fifll 2.1875 in (4,76 p(ote 1.3125 in with (33.34 nm) 8.30 0115 in (032 MM) 0,490 in (12.45 H PLD"te length The H and SS plates are available in width increments of 116 inch (33.3 mm) and length increments of 1/4 inches (44.4 mm) This drawing shows size H0203 or S0203 (Io x 3/2 inches) (67 x 89 mm) FIGURE 2—H AND SS PLATES 0.0356 in (0.9134 mm) sin. thickness 0.131 in (3.33 rius)diam. 1/6 in (4.23 mm) o.c. edge distance F 2/3 in (16.9 mm) o.c. 1/3 in 0.47 mis) o.c. offset 0 Eedge 0.5 in (12.7 mm) D.C. distance 1 in (25.4 mm) ac. 13.5 in (12.7 mm) between holes end dist. (typ.) PLATE AVAILABLE IN INCREMENTS OF 1 IN (25.4 MM). PLATE SHOWN ABOVE IS A 2X4 (2 IN. X 4 IN.. 51 mm X 101 mm). FIGURE 3—TRULOX PLATE ESR-1118 I Most Widely Accepted and Trusted Page 7 of 8 GROMMET (BS, I.D. = 031'0 ) THROUGH DIAM. HOLES IN PLATES 05' SLOT LNTH TYP, 006' OFFSET BETWEEN ADJACENT SLOTS TY. I A I& rr. C= '. / c CZZ)___ 0.125 TYP, DC TO EDGE i' a 112 0.50 3 12 11 0.5' DISTANCE ALONG PLATE BETWEEN SLOT ROW CENTERLINES & PLATE ENDS FIGURE 4—HINGE PLATE i c 012' SLOT co WIDTH I - = RVIC IMEM - ICC-ES Evaluation Report ESR-1118 LABC and LARC Supplement Reissued January 2023 This report is subject to renewal January 2025. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 060000—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: ITW BUILDING COMPONENTS GROUP INC. EVALUATION SUBJECT: ALPINE TRUSS PLATES (METAL CONNECTOR PLATES): WAVE, H AND SS, TRULOX AND HINGE PLATES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Alpine Truss Plates (Metal Connector Plates), described in ICC-ES evaluation report ESR-1 118, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). Applicable code editions: 2020 City of Los Angeles Building Code (LABC) 2020 City of Los Angeles Residential Code (LARC) 2.0 CONCLUSIONS The Alpine Truss Plates (Metal Connector Plates), described in Sections 2.0 through 7.0 of the evaluation report ESR-1 118, comply with the LABC Chapter 23, and the LARC, and are subject to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Alpine Truss Plates (Metal Connector Plates) described in this evaluation report supplement must comply with all of the following conditions: All applicable sections in the evaluation report ESR-1 118. The design, installation, conditions of use and identification of the Alpine Truss Plates (Metal Connector Plates) are in accordance with the 2018 International Building Code (IBC) provisions noted in the evaluation report ESR-1118. The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16, 17 and 23, and LARC Section R802, as applicable. Trusses utilizing the Alpine Truss Plates (Metal Connector Plates) shall be fabricated in the shop of a licensed fabricator, approved by the City of Los Angeles Building Department. Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. This supplement expires concurrently with the evaluation report, reissued January 2023. 1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2023 ICC Evaluation Service, LLC. All rights reserved. AB Page 8 of 8 OUTLO STI NOTCHES FOR MAX. 1 MAXIMUM OVERHANG LENGTH FOR OUTLOOKERS GRADE SIZE DESIGN LOADS (PSF.) 36 40 44 48 1" 1'-9" 1-8" 1-7" a 1'-ll" 1-9" 1-8" 111" 1'8" 2'-0" 1-7 21 1'9" 1-11 1'-9" V-8' Notes I. SEE ARCHITECTURAL OR STRUCTURAL PLANS FOR PROPER MATERIAL AND NAILINS PATTERN FOR ROOF SI-EAThINS. .2. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARCHITECflJR.AL OR STRUCTURAL DETAILS AND DRAV4INe5. S. 00 REFER TO SEALED TRUSS DRAV4INS OR DETAIL REF AS,E1-05-SASIOOIS (DM9 NO. AIOOlS05OIO) OR REF ASGE1-05-SABIOOSO (DM9 NO. AIOOSOOSOIOq) [AL~LOY4ABLE CABLE OUTLOOKER LEN&THSj L:.T Inc. J E 2 Notes I. ThIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCITEC11JRAL OR STRUCTURAL DETAILS AND DRAV'11N95. 2. ALL SRACINS MEMBERS TO BE VF-L *2 OR BETTER U.N.O. S. PROVIDE CONNECTION OF DIASONAL BRACE TO LATERAL LOAD RESISTINS SYSTEM FOR 960*. 4. DIASONAL BRACE MAY EXTEND DOkMN TOMARD THE CEILINS DIAPHRAM V AIAW Th(DETAIL EV/ER-TICAL PLANE BRACING OF ALE END kNE55 DUE TO kNINP PRESSURE 7 E5 PESI&N ASWMFTION5 VMAXItIJM UNSUPPORTED 9ALE VERTICAL LENSTH OF 41" II)MAXIMUM TOTAL (SABLE VERTICAL III)0MPH ASCE 1-05 1=1.0 EXPOSURE lv)SO MEAN ROOF F1E1644T VERTICALS AT Ii'" O.C. 2X9 O eBL2 EW TNJSG 2X4 BRAOINd TRJW BOTTOM 2X4 DAGKJN& STI.JCfl..A.L WF?ORT AC.KIN& DETAIL(ootIonI) TRuw surrow SECTION A-A A1-r4 5,VKINS SM49M TO v11GL VW VTh lad (O.l2dI. X 3) NAJL.S ThROU64 vrlG4. V INTO 6frC4(IN& AT 4 O. DESIGN MEETS: ANSI/AF&PA NDS-2005 SEE STRUCTURAL GABLE END DRAWINGS FOR TRUSS-,,/'END NAIUNG PER PLAN TRUSS SPACIN& FIRST FIRST COMMON TRUSS Notes: I. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCITECThRAL OR STRUCTURAL DETAILS AND DRAVINGS. 2. USE THIS DETAIL AS AN ALTERNATE TO THE CLS REPORTED ON THE SEALED TRUSS DRAING. S. ALTERNATE BRACING TO BE DF-L SAt-'IE GRADE AS BRACED NEB. CENTER BRACE ON NEB. kNHERE ThO BRACES ARE SPECIFIED APPL( ONE BRACE TO EACH OPPOSITE FACE 2 X 4 CORNER RAFTER/ CONTINUOUS UP TO VERTEX. PROGRESSIVE BLOCKING OR HANGERS JACK TOP 2" X AIL A N VIEW LJ IlIL. FiRST COMMON TRUSS JACK TOP C 2" X 6 DETAIL © FIRST COMMON TRUSS Rill GE BLOCK CORNER RAFTER IF DETAIL B ELEVATION 2" X 6" HIP 3-16d NAILS JACK TOP CHORD ,— DETAIL 'J-'JACK TO HIP CONNECTION ® DETAIL ALTERNATE HIP CONNECTIONS SHAP HIP SHAPED CROSS BLOCK RIDGE BLOCK TRUSSES 1NER RAFTER SHAPED BLOCK BLOCK SECTION C—C FRAMING WHERE HIP RAFTERS DO NOT MEET AT COMMON TRUSS. JACK TOP C 2" X 6" DETAIL® DETAIL® TOP PLATE FIRST COMMON PER PLAN STEP UP HIP TRUSS TRUSS SINGLE OR DOUBLE HIP TRUSS DER 2 X 4 RAFTERS FLYERS RIDGE TRUSS CHORD LATERAL BRACING HIF CONNECTION CJD Eo PLATFORM FOR F.A.U. lva NI 4 &.. PLATFORM FOR F.A.U. PLATFORM FOR F.A.U. (ALTERNATE) END JACK PLAN, SECTION B—B B .—STRUCTURA A SUPPORT r1 BY OTHERS STUDS STUD BLOCK PRESSURE BLOCK BETWEEN JACKS, OMIT IF JACK HAS VER1CAL WEB STRUCTURAL SUPPORT BY OTHERS PLATFORM FOR F.A.U. (ALTERNATE) Maximum loci TC.TL 45 pof PRESSURE BLOCK eC.DL 10 psf BETWEEN JACKS PRESSURE BLOCK BETWEEN JACKS 2-16d TOENAILS PER SIDE AND 2-16d ID. OR STR. rIN EACH PRESSURE BLOCK LEDGER. II II TO STRUCTURAL II II 11__—BEAM OR OTHERS il II .-fl RIM JOIST I '- EACH TRUSS IS NAILED 4-16d PER BLOCK_- TO BEAM TEMPORARILY (BLOCK EACH BAY) W/2-16d TOENAILS, THEN PRESSURE BLOCKS ARE ADDED SECTION A—A Noe, I. SEE ARCHITECTURAL OR STRUCIIJR.AL PLANS FOR PROPER MATERIAL AND NAILING PATTERN FOR ROOF SHEATHING. 2. ThIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHC.ITEC.TJ.JRAL OR. STRUC.WR.AL DETAILS AND DRAMINGS. 3. I6d NAILS TO BE MN. 0.145 VIA. X 3.5 LONG 4. MAXIMUM LOADIN&I TCLLI 20psP TC.DL 28psP BGDL I0p8 TOTAL LOAD 56psP 1744 DETAIL b ssu BLOCK DETAILS CiInc.j E Notee I. SEE ARCHITECTURAL OR 5TRUC.1.AL PLANS FOR PROPER MATERIAL AND NAILING PATTERN FOR ROOF SHEATHING. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCITEC.TURAL OR 9TRIJC11JRAL DETAILS AND DRAMINGS. TRUSS BOTTOM CHORD MUST BE LOADED FOR THE CORRECT F.A.U. LOAD 4.2X ADD-ON TO BE PROPERLY BLOCKBD TO PREVENT ROTATION. 5. BLOCKING TO BE MIN. IX4 GRADED LIJt-ER Mm MN. (2) I6D SINKER NAILED THROUGH THE IX4 INTO THE END GRAIN OF THE ADD-ON. II (' Y DETAIL F.A.U. PLATFORM DETAILS j LmPremm:.jLE_0 TRUSSES LADDER FRAMING: 2X4 BETWEEN TRUSSES S TOP AND BO1TO4 CHORDS, NAIL W/ 2-16d EA. END TO BE SUPPLIED BY 0TH CAP TRUSS NON-DRAG CONNECTION CAP TRUSS (2) lAd 5lAS - TOENAIL / U. 4 C lMSS S ORT BRACINS. o. ATTACH TO TOP CHORDS (TOP SIDE) 0? MAX - SUPPORT TRUSS PATh (2) lAd SINKERS. DETAIL "5" TRUSS BOTTOM rr CHORD VERTICAL SOFFIT SECTION A-A Notes I. SEE ARCHI1 CIIJRAL OR STRUC.TIJRAL PLANS FOR PROPER MATERIAL AND RAILING PATTERN FOR ROOF SHEATHING. .2. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCrrECTURAL OR STRUCTURAL DETAILS AND DRAiMINGS. 8. SINCE THE SOFFIT IS DESIGNED TO CARRY CEILING LOAD ONLY IT IS CONSIDERED NON-STRUCTURAL. NON-STRUCTURAL MEMBERS MAY BE FIELD ALTERED AS REQUIRED AND MILL NOT EFFECT THE STRUCTURAL INTEGRITY OF THE BASIC TRUSS. SOFFIT WI-lEER SHOULD BE GRADED UJMBER, FOR-2X4 H.F. #2 MAX SPAN. SPACING OF SOFFIT VERTICALS ARE 48 O.C. MAX. AND AT BOTTOM CHORD JOINTS. 7. (**) ATTACH VERTICALS TO BOTH TRUSS AND SOFFIT THRU VERTICAL INTO CHORD AND SOFFIT Y4ITH (8) lOP BOX (0.1284' X 8.09 NAILS 8. MIN PLATE SIZE FOR CHORD TO FILL AND FILL TO FILL IS I.5X8. . (8) I6d SINKERS MAY BE USED IN LIB.) OF PRESSED PLATES. FIELD APPLIED FRAMING IS THE RESPONSIBILITY OF OTHERS. #741111AA.9 DETAIL E5OFFIT 4 LADDER FRAMING DETAILS j~~ Empire T,vss,Thc E 2 CAP TRUSS CAP TRUSS (2) lAd SINKERS - TOENAIL SEE NOTE S -2X4 C-O"NUO1.6 SUPPORT 9RA4IN&. 121AX. E.por TRUSS IJTh (2)16d SINKERS. 'N. - LNç SUPPORT TRUSS DETAIL "A' ®DRAG CONNECTION " MAXIMUM DRAG LOAD sqo piP CAP TRUSS Sd 5.2' O.C. (T'T1.)— N,4.-64)SSET EACH STAGGERED 4 1 J'I/ SIDE EET)'N ALTERNATE SIDES LATERAL ERACINS - LATERAL BRACINS PER DETAIL "—BASE TRUSS SECTION A-A SUPPORT TRUSS (.21 lAd SINKERS - TOSSIAILED ------------- ~/ [[i I 24' oz. - MAX 2,,4 CONTINUOUS, SUPPORT BRAINS. ATTACH TO TOP CHORDS (TO? SIDE) OP SUPPORT TRUSS VAITH (.2) lAd SINKERS. DETAIL 11511 Notes I. SEE ARCHITECTURAL OR STRUCTURAL PLANS FOR PROPER MATERIAL AND NAILING PATTERN FOR ROOF SHEATHING. .2. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCITECTURAL OR STRUCTURAL DETAILS AND DRAVIINGS. ROOF SI-lEANING MUST OVERLAP CAP TRUSS TO BASE TRUSS JUNCTION. BASE TRUSS 11,1ST BE ADEQUATELY BRACED BY SHEATHING OR FURLINS. BUILDING DESIGNER SHALL PROVIDE DIAGONAL BRACING OR ANY OTHER SUITABLE ANCHORAGE TO PERMANENTLY REATRAIN PURLINS, AND LATERAL BRCING FOR OUT OF PLANE LOADS OVER GABLE ENDS. SCAB IS 4-0 LONG VF-L #1 OR BETTER. ATTACH SCAB TO ONE FACE kMITH lOd NAILS AT 4 o. STAGGERED. CENTER SCAB ON CAP TO BAS TRUSS -UNCTION. NAILS TO BE MIN.: I6d SINKERS 0.146" DIA. X 3 0.118 DIA. X2.5 C.AP TRUSS TO SAS TRUSS I ( L V'ITH DRA& LOAD WNNTION E-pl- 4 ROOF SHEATHING PER PLAN ROOF TRUSSES OR RAFTERS BELOW BRACE MAY BE APPLIED TO EITHER NARROW FACE. WEB MEMBER NUMBER OF L- OR T- I SIZE ROWS OF CLB(S) BRACING 2X3 OR 2541 ROW 254 253 OR 254 2 ROWS 2X6 2X6 I ROW 254 256 2 ROWS 256 258 I ROW 254 2GB 2 ROWS 2S6 L- OR 1-BRACE TRUSS WEB RIDGE ROOF TRUSSES RIDGE CRIP Wm RIDGE P SHEA PER P. VALLEY PAD RAFTER . BELOW CRI PPLE COMMON OR VALLEY TRUSS RIDGE BEAM RAFTER RIDGE CRIPPLE ____ WITH RIDGE PAD RAFTER CRIPPLE - E VALLEY PAD VALLEY ROOF TRUER VALWIPM OR TRUSS RIDGE PAD RAFTER RAFTER CRIPPLE MIND SPEED qo MPH VALLEY PAD IP%RS VALLEY TCLL2O pe TCDL 16 p? ROOF TRUSS E BELO Notes I. SEE ARCHITECTURAL OR STRUCTURAL PLANS FOR PROPER MATERIAL AND NAILING PATTERN FOR ROOF SHEATHING. 2. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCrrEC11JRAL OR STRUCTURAL DETAILS AND DRAMINGS. RAFTERS TO BE MIN. 2x4 DF-L *2 OR BETTER. 8. RIDGE SEAM TO BE MIN. 2x6 DF-L 82 OR BETTER. VALLEY PAD TO BE-2x& GRADED DF-L. ATTACH PAD THROUGH ROOF SHEATHING TO ROOF TRUSSES SELOV4 V4ITh (3) f6d (0.148 DIA X 3.0) NAILS PER TRUSS. RIDGE PAD TO BE 4-3 LONG 2X4 GRADED DF-L BEVELED. SET BEVELED PAD ONTO ROOF SHEATHING MITH BEVELED EDGE DOV4N. CENTER RIDGE PAD ON CRIPPLE FROM RIDGE BEAM. TOE-NAIL RIDGE PAD THROUGH ROOF SHEATHING TO TRUSSES BELOkM MITH (2) 160 TOE-NAILS EACH TRUSS. 1. CONNECT EACH CRIPPLE TO RIDGE BEAM OR RAFTER ABOVE V41TH (3) 160 FACE NAILS. S. CONNECT EACH CRIPPLE AND RAFTER TO PAD MITH (3) 160 TOE-NAILS TO PAD. q• DETAIL DESIGNED PER CB—C-2010 AND AE'CEl-OS ( DETAIL I ALIFORNIA VALLi' FILL FRAMING Empire Truss, Inc. I E S SCAB BRACE Notes I. THIS DETAIL IS NOT INTENDED TO SUPERSEDE ARHCITECTURAL OR STRUCTURAL DETAILS AND DRAMINGS. 2. USE THIS DETAIL AS AN ALTERNATE TO THE CLB REPORTED ON THE SEALED TRUSS DRAINING. S. BRACING MEMBER TO BE DF-L SAME GRADE AS BRACED MEB. CENTER BRACE ON HES. BRACE LENGTH TO BE A MINIMUM OF 80% OF THE BRACED MEB. INHERE TMO BRACES ARE SPECIFIED APPLY ONE BRACE TO EACH OPPOSITE FACE ( DETAIL L LS frNEB BRACE SUBSTITUTION JLEmPire mss :nc.J E T BRACE MAY BE APPLIED TO EITHER WIDE FACE WEB MEMBER NUMBER OF SCAB SIZE ROWS OF CLB(S) BRACING 2X3 OR 2S4 I ROW I 254 2S3 OR 254 2 ROWS 2 254 2X6 I ROW I 256 2X6 2 ROWS 2 2X4 258 1 I 2XB 258 2 ROWS 2 2X6 0 FAT1R.USS0'E GENERAL NOTES NOTAS GENER.ALES Trusses are not marked In any way to identify the Lea Oni no ott,, matador de ninguin mode gore frequency or locatOn of temporary lateral restraint ideettflgueta000,arwao/oteleaol6,tdaitarrtordnlataal and diagonal among'fsllOoa Merecoremeedatons yantearrndiagOnatronipnoaha. Use laereomo,ndadones for handling, installing and temporary rWeainlng demorede ,eatolawdrytesenatdnyacrWaetmnaoaalde and bracing at homes. Rafen to RLr.GuidstJg has tnwwe. its, jatolato aco,- sofa do Wore e,dotAra Goad Practicefor Handrng,iootatitg, Restraining ama detaWa oWelanden. 0WeRa*Sn eknWaeutelao & Otadnit od Rheal Woe Coearot0ed Wood rr000es de Modem ConedastaO not Mewed, Motel°" busses555 ton mono debalad Information. paw etsrrtaodn nidtdat,rado 1(555 Design Drawings may opacity locations of Leo 000100 de dl demo tower peeden owadtwr pemraneor lateral restraint on na'nforcamant for has locadeodones do rashnocida lateral pemnanarm lndMdual trot m s emOens. Realto the RESt' relkmao en ha mAmbos lndteduales dpi Unto. tea in 03asa for mom pnfemn000n. MI other permanent lola rmsnnor, apse-830" pan mb lnitonnaddn. El bracing design is tea naayondbdty Of the booting lest, daRe Wastes ste amto000 pennanRnte, ton Ia designer. mrsomaiddlaf del dUm0ada' dal adultoo WAR NING The consequences Of improper handling, erecting, installing, resOwolog and bradng can moult In a collapse of the structum, on worse, serious personal injury ondaatn. i4OVERTENCL4f LI owuiRado daun manelci laaantamiento, lnsraladdrt neotoccidn yarnaotre lnoerrnoeo stead, oar la oafda de Is ,00nostt,ra 0 win eeoc lrmtdoa 0 meeetsas. h '' A(WagISt3 Extents, care when non100lng o banding and handling trnssma to word damaging Protons and pnenent Injury. Wean pertonal pr000thoa equipment for the eyes, feet, hands and head her working wOO / homes. "I a(js&btrlthljrgtil,oe cautela at goiter lao atadurao - -_ o too peda.amo de metal do oujater pa* aortar dailo a ha tst,050 yprese,nlrla h,ofdape,nonat. Up.,, 1paraOJoO iram&cstmiajtr use gratuwozstyutomo special tore in euldada Wo&alen ,\ windy weathor on dias an000000 0 word near power limo de cables eldntemoso and airports. de aampua,000. Spreader bar tar truss HANDLING- I / MANEJO - $' 11MEMAAvoid lateral bending. Edtn In fleetly lateral. 10 Use prucnr rig- Use equipo aprepado ging and hoisting pale levaflrare Tha cortiaoror IS responsIble for equipment. umpweltac prOpmly reoeiana, unloading and stoning the uUsres Ut the 000sira. Unload trusses to 5,000th oirrOiy to rrcsanr 000iaga. ,ecrwn doacaroar yalnracenar,ndoruadammrre •, Elcontnatara cane U ratp000ac,lstad do rr,.. .. ' 0000,1W ___ an la one. Desonua -r r . Q Do NOT wore 040 aimacen, unbrwod hondins ee,oselnrentp leo Sw te 'ada5 upright. t0050esoU&ot. a round on the ground A. del". If trussas are to tal tered for man, than one r,cak, plam 01005mg or avffic err taught henaath the stark of chases at 8'(2A ml to 0(3 m) or-twifer (0.0.) .' an =r: - nearnerahnseen wecodowut ste entrap.SI Re centiono 5005505 osrordn ft a._I btognaaadedaaOiraaufldwrtednlrlsdoramba ste hale100esa 0 Oaat, 00 plo en canto let) ® coo NOT store on NO almacene en terra For Ouwo stored for more than we oeek, csopr urenen ground. desupual. bundles wproteoo from the enolronrntnt. Pain tnutoes guardadoo poenrdtda use cemauna wbratsopaguetes on. pnntagmloo dalanrherrte. Refer to SCOt5" for sore detailed inr000atwn - - parraineg to handling and loosen storage or war &Threnor acoa°55para lnfo,rnartoe nIt daRe- Ards aWe at n/one), yalnnaesnada ad An Ossoes an dreadntabaju HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENOACIONES PARA LEVANTAR PAQUETES DE TRUSSES DON'T 0000load the mono. NO oabretwgua la grain. () NEVER use handing to lift, hurdle. NUNCA 0,oa lao atoderaopaia lesnntor on pag0010 A single lift eoint may bn used for bundles af 4th top chord pitch bosses Up to (037m( and parallel chord trusses up to 30' (90 U..l 1.9 - lift Mims for bundles of top A WARNING Do rut oVnn load supporting Its cr/end trusses Ipso 45'(13 7m). Use at least sr0000uln 0101 truss nan. dame lift painto for bundles of top Wand pods IADVERTENCIAt Na aoLnecarguua In ossses 060' (OR.3m) and parnild Word tousses tornn,rrura oeoyn,Ge con eI eaq050a de u45' (13.70r(. trugapa. n1oasta losar Afl solo huger de Iecantar pain pa' Plato sons bundles in Stable p05)000. quotes be touooendela ooerda e,perrar hasta 45' I--do auardao paralolao de 300 maims Pew paquaaes do tomes an UVa poolddn gAO porno nnrerroodoopunteo do leeaetar twin loaM,, goiper de troeses de cole/cIa avpah101'lllulloada (ward Aol' OUAOes de auorstao pa,al,Iao tlasea 45' Use poets manoo doe ponies do leoantr on grupon do 1510000 do oneida tUperior ,ntrinada man do ROy 05,0005 de wue,slas paralelao mans de, 45I MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDA ClONES PARA LEVANTAR TRUSSES INOIVIDUALES Using a angle pldc'polnt at the peak can damage the Oo,ss. El use do on solo Iugar en nlplcc pare lesentnrpu,dn tO' or lasa ol00 u00 ala ha H I s4ce rsesoesoaensenolurwl S enrd tacb booS in pauaen with dna ereesan equipment until top Word temporary lateral restraint is installed and the truss Is fastened to the hearing points Sestenge cad, how e., pooled, owls eguipro do err), haata quo Ia rpatrloddo lateral temporal do In Oimd, superior 006 ,0000lddo ye? trUae esM aoegvlado en I0000porOao. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES OF LEVANTAMIENTO OF TRUSSES INDIVIDUALES FOR LA MANO S Tr000es Se - ' - - -- bosses 30' (6.1 ml or 19.1 ml on liens, suppo near pen sclacdc flquarter poires. leo 0/goes Trusses ,. 20' da twmo los ._ Trusoas up.30' dedgpieso (6.0 m( c0000stn3o (tim) n/PeOn T-hasoa 20 peas pies e rooms. Trusses hasla 30 pies TEMPORARY RESTRAINT & BRACING R YARRIOSTRE TEMPORAL MUM Oefen to eCnt'sd°'° for more a'+"vltp Chord Ttlnpersry mnfclmabon. '\\ ( Labgl otSbwrl tea at leeumen acer-ar" pane nib org. AOOfl 11CrLll S Locate ground braces for trot trust directly / In line with all 10055 Of top nhred tnnrpwaly lateral restranl (we table in the 00sf column). Culoqua 010 arnlostreode hIara pica elpemor 50100 dopcfamnnte en lint, snn raita lied do lao hleeste nartooboo iateial 1pmperal do Ia wierdaoiipnrlorlooa Id rabid curl, pirloima colum,a 0lsw7afttt I. ere 0000 01 edt 10501 0 NOT walk on mbraced NO ureyetowres befian r4<(jbjllTrftr STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 5 1) Install ground bracing, 2)505 him toss and attach 000urefy to ground bracing. 3)005 nest4 tosssas with short member temporary lateral restaint (see 0000).4) IsofetI top chord diagonal br000g (ow bnlnw). 5) Install weh member plane diagonal bracing to stablluaa the trot Ice tosses (0,0 below). 6) Install 0000m Ward twreporony lateral resbsmntand diagonal bracing (tee batuw). 7) Repost ornoesa with greups of four hn000W unbl all bosses are 5o5. 1)1,0010100 arnesnrea de terra. 2) 000tole pi prfmetn toes pate cage/en/mete Cl arrtoon de freOn 3) Instal, Oro prdclm,o 4 trn00eo tell reotrlwldn lateral temporal do mlembto Waco (woo aea)u). 4) liruralo el arnt0000 diagonal data eserda tope,lol-(uea Al 3) 0000ale am1000e dIagonal pals los pianos de to mlenrbrno eacundaflon M. est,bilice leo p,lmewo door 000005 (and otto/e). 6) Instate In rtocluscdn lateral ceinnpoyolyamr050n diagonal pow to coerda Inferior (era aba/cl 7) Repula Ate p,Ooadimimrlo an orcpeo do oo,aon bs00010aata gee codes too 0utoen eocdnineedalades. ET-717M 001cr 10 0051-52" Ion morn 10t0n0ul u'ea el,esdnrern OCSO'02"° pan mahs indnnnaddn. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTTUCCI6N/ARRIOS7REPAR4 T000S PLANOS OF TRUSSES L<1 This restraint & bracing method is for all crosses nncwpt 302 snd 402 parallel chord trusoas (PCTsl. bce top Of neat column for temporary restraint and bracing Of 'Cr5. E000 mdtodo de minimal ranGoon ax pale tode locales accept, 05,0000 do oceldaopawl&.ao (UnTo) 302 y4o2. tea la parts, ei?cr de to celunrna paIn to restriwldn yanf000e tetnporeldnmibh. 1) TOP CHORD - SIERRA SUPERIOR Languilted d. Upto go' (90 ml 10- (3 e.c. 30'(9.1 .) - 45 (03.2_n) It (2.4 ml or. mao. 40(13.7 en) - 60'(18.3. ) 610.6 ml o.c. mat. 60' (08.3 en) - 9,(0.2w) s.c. ntao. 80'(24.4 ra) . 0'(24.4er)0 'Coroolt a Oegsternd Design Professional for browns longer than 00(10.3 ml. 'C0000lte a on 190f05510n01 oagl0000ste de Alt,,?, pal 000,00es edo de copies. S gas Rons-02 55 for ntTLO opt000. Wool OCSo-1325° pa/n lao opelones ste Refer to ftCSa-03' Ian Gable End Frame ran- st0000/bresng? rerntonenrnent Par, nnfe000bon Wore ,wocj-.,- d6n/aniostrs/refue,00 paw dornaaOoan natsialns sea el 1es0me0 SCSI-a,°" Nato T. limadmem, , Ground bracing net shown Son clarity.required! at ..Pon S Repeat diagonal fairness far each set of thassa Repose Oaa aerisaeaaw diageeataw papa ada gnq.o de 0100sa WEB MEMBER PLANE - PIANO RE LOS MIEMBROS SECIJNDARIOS ENT," Diagonal LATERAL RESTRAINT Web wembore - - ,2 bracIng & DIAGONAL BRACING ARE VERY IMPORTANT LATERAL Y EL 7E N MUY IMPORTu4NTES' Diego braces D (3 Al iS (46 5 SameA 20 (6.1 ) as bottom clraed lateral restraint Nasal Some 000ld and web members net shown for starfty. BOTTOM CHORD - CUERDA INFERIOR - 110001 Resoalnto -204002' on greaser lapped won two tosses. 0000m -/- ir-.-.fl o'SOru,.)'CIrmi'0o..__ Diagonal beat/os Deeey 11 trots opawo 20(6.0 m) 10'(3 es) -56(4,6 _-'Ne5al Some Wend and web members mat, not shOnsy for d000y. RDSTRAINT & BRACING FOR 302 AND 402 PARALLEL CHORD TRUSSES RESTRICcIÔN YARR.IOSTRE PARA TRUSSES OECUEROAS PAR.ALELAS 3X2 P452 racing talent te::cs ioarooan c::sods s torn in (9 rule rn 0lWo(w5 santraoeg lAaa al .6-fianmacein. Anply hana .. al brace to e,Vcal webs at end of carl aid at 000tnt looassna Al lateral aatlslnls lapped ,l Issat tao 000505. lap shard temporary lateral restraInt spacing Iltall be tO' (lo)o.a. ear tar 352 shards and 15 (4.0 or) as. for as shards. - INSTALLING - INS TA CION 5 Tclesnnmo for Out-of-Plane. Ou*-ot-Plamb 055. HOW Onto. Losses Tolwanoas pan Foera-de-Plano - -5n- '(j')ri" ass. sea 0155 l 0(50) .6,..lJ .. Ion r fIt' 0.0 Lao'e snsrn:aTUt fy1m 4d1(A( Jb fi LIL o:J Om JdAb1-118, JI1A p r'lrms 1. 4' m (a m) oTolentn _ib JLbo) Toleranchao pal °tiomarrt-ooj or-)- (P Ail lAil J)PA1 J!A)d_ Fowra-ste'LIoeada. I I irn rin CONSTRUCTION LOADING o'srs o m Jj(P CARGA DE CONSTRUCC.I0N j° 'P' m woe Re NOT proceed wild, on50000tten unOl all lateral A±T restraint and 11005915 Securely and properly is place. Rest Oats/a NOproeresda con In ewrrstrcccldn haat, qoe todaa Ins resort- OW Batanat so noises. donoslotmales p ha at0100teee eottsn cnlocaduo P0 000na aIsn5 apooptada yoaguw, (S) DO NOT eonaed maalmsre stack heighrs. Refer to BCSI-050,0 000005sras ra'mOOcnsl for more Intormaton. elrsuou 01005 a 1055 051 NO p,ocnda laualtoraa rrnbsnmaa be mooed,. VPa P1 moumen oaensnsnirsre. a creole, a' (Itoocsa-erl"o pew n/do infonnraciln 2:01005 mm 22 NEVER stack materials near a peak or as mid's pan. NONCA almontone lee madetlaleo :e/ca ste um p00. (101J (5) Re NOT overload smell groups or single trusses. NO wbrec.elooepegeefieo grspoo 000loses ilrdiclstuales. S P000 loudu 000r as many trusses as poncho. R1 Position leads - lead hasuring wells. C,IoguIe lao eargao goOse lao parades 00poaandes. ALTERATIONS - ALTERACIONES JJ\ Oefer 10 0050-S0.55 toot boors eolslras,sroolsOln lie, el,eoum,n eCSc-aS.'°5 O 00 NOT cut, alter, or drill any sttuctueat member Of, truss unless 5pro15ca11y permitted by 00 dross design drawing NO mete, allere o peeler nlngdn nierrrbw eweoctoirat be on 05,00, a menus gun esest aspedfcanrendepeomitdo en el dibojo do diopdo del 00001 Trusses that haw boon eoenloadad donna corstructlen or altered without the Truss Manufacturer's poor approsal may render the Truss eanufacturart limited warrenty null and Old. 0015000 gil, oe han 000mcargado denote Is onnaerocclbn o han old, afteradea son Is aotonaaciln prnota del Fabriconte de 110,00cc, pupdeo (00cr muto pole efecnc Ia gawlre(a limltada del Filson- canto de Trt,ona "saabdpatras,eeoasaaasradoraersntsseolsedashsssaseoramos. osg&5S Ol5, erda055t5eaw fl*snoeuesansttndeuwoores..55 500w,005nWl ea_:da UuTasnaaaars ado Inran0000n5a5aara,ur I TRUSS PLATE INSTETUTE soweealneseuam.eaalse,wcsstoo 0005. tea Sl,50e 300.uewraea, uuaa010 Section U-A v L J.M -I WE —WE sm I • IE7 ':! ...l lI!pInpI 1II!:IhII - ---i ... .lILjiIIII :iiiuuF i ILI'I' I I I••IIIlI I I _I C. !I:,I11L!u i_i_i__i_i_i_.i_i.D..IIi.i. - IP.h1iFI: ME , P SM MIMI IIIIIIIi min - HIM 1.;.;.;-;.;.;.II•uIIIIuIIb 111U' lUib Ilifli uI•bl.J IIbqP ;.;.;-; IUuIIUUIIIIh 1 •lfll..........IuIUI!II•III-------------IlIllUllIll ;.;.;.;.1- lIlUllIllIll..........0 .............II Ubd - _-.--__ i . i u'!IIIIIIIPh1 . iiiiq:'' .1 :;uI:I • i iii u iii "OIhIPIIIu ;'iiciii I1I I1i%J 72 gin . --. _._-..;. - -. :.IUIb.;l.•.,l'd. . •.uhp: .....'- • U qr q..r• •qr II! dUUU. dUId •Ud UIdUI'UU.0 !!! III 1:1111 U •U.UUU•' ir -1 '" -- !!I.l..III — UIL• - . -, .', U•• IIIIIIIII]IIIt MP !!IIIIII I' - -I 1 -.—- = illf ..iuiii • !III AA A A 1 iIIikl ONE oil oil 031111 111 I'm W®R u 7171717u71"11 a ii Ism ME oil RON mop on 14 1 ONE IS NIL -' j:V ON TAILS ST I- li_I * cu Empire 1usa, lec. I951)3W12S8 ' FPSV3W17M I I I I II_IiE24 ___ ® ______________ ii I 43 II ® L0524 ILVE24 24 U24 I I4J92&-2 I A I PLAN / ELEVATION LFHASE I v JM VVIAV I —A1'T MAN 1!U________ Ii _- iIMNIIIMIMMMMI 11110i in E11MMA ••---Jr: an ur M Kull —I II_• ________!I•! KA i. . ..1Wi•__#l 'IMI I _. I i.i•' I IK IFINNIME 'NINEVEH I_ •' -- _______ U) 140 IMS NMI MEN 130 ON am" 01 0 ISO slim 1110 1111,111 Iffm 12 o !i' • Iii lii • ROOF FLAOEMENT FLAN ON TAILS B 2A-AT-R 2A-ALT 2A-ALT-R 2A-ALT I r- 452 450 445 454 456 455 uiIIiI. II•• .ri I•InuuI ..... Iiri1iPPIiE]iiPiii1ii .iii•iiUii.0 WL: U: u••uu •••UI ......i•U iiuuu•i IIUUUi U4IU•PdI E,ph-e Tn,ss, I,w. P&(S1JflM7M 455 I-iz i;I FL- 455 45-7 45 PLAN/ELEVATION EASE S ROOF PLACEMENT PLAN J)NE 2022 FESRJ)AFE 2024 .05/12 8 4/12 1-10 8 5-4 24 ONTAREET OThER) PLAN I ELEVATION EHASE IA -R .2A-ALT 2A-ALT-R 2. A-ALT 2A-ALT-R - 45 468 A 460 4AA 467 4q F- UI E,,,pfro T,.,.., v 'v9;V L z 0 LLI .i?4! 2O22 !AL 2024 DV .05/12 4 4/12 27 - I OIHSRSJ F- UJ Emplro Tm, I,,. R444V A IiI! NOR- i 11 IEIHø4P !*_#hulII IIFEi1E j IL pI I In TUJ •- _____ NNE loll — PLAN / ELEVATION FSE3 z 0 0 9V L -J 0 — Llj LLI 4: —J 0 0 a- 0 I I Dg" Twill \\N-. pq Ply. 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T35 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453 46355 Truss Label: AD JCJ / GWH 05/08/2024 I ' 2 Complete Trusses Required 24 6614 115' 14'33 __41rjf 24" 4214 4101 2104 0 e304 3X4 P 12 6X6 K L DE W13 ~U4~M12~3X4 —3X4 Li AS W10 T4 S - I wig W2 C AD W18 AH Al 829 8 '' 131 Y X W 111368 4X4 4X6 000 5X16 _8X16 i0Xi0 8x10 24" 62" 5412 1118 378 41" 424 24" 86" 131012 15'10 2114 2524 2948 178 a 175" 2 Loading Criteria (psf) Wind Criteria TC LL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 24.50 It NCBCLL 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 CF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W13,W17,W19, W21 2x4 DF-L #2(g); W18 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :lRow @ 4o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at -2.26 to 78 plf at 14.27 TC: From 76 plf at 1427 to 76 plf at 29.38 BC: From 4 plf at -2.26 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 29.38 PL: 5000 lb Conc. Load at (21.52,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.425 E 825 240 Loc R+ / R- I Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.546 E 646 180 AB 2798 I- /2500 /981 /685 /1524 Snow Duration: NA HORZ(LL): 0.259 D - - T 5050 /-2216 /- /2354 /2074 I- HORZ(TL): 0.332 D - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.484 T Brg Wid = 4.0 Min Req = 2.7 (Truss) TPI Std: 2014 Max BC CSI: 0.441 Bearing AB is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.762 Bearing T Fcperp = 625p5i. Members not listed have forces less than 3754 FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading A-B 273-1127 I - K 254 -987 B-D 271 -1110 J - K 1018 -261 Truss checked for 300# movable concentrated load C - E 594 -1759 M - N 2200 -5452 along Top Chord, nonconcurrent with design gravity D - G 273 -1101 N-0 2191 -5408 loads. E-F 591 -1716 O-Q 2194 -5426 Truss checked for 250# movable concentrated load F - H 782 -1733 Q - R 1739 -3541 along Bottom Chord, nonconcurrent with design G -1 260 -1026 R - S 1725 -3523 gravity loads. H - J 821 -1748 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (lbs) TC @ 24" oc. Chords Tens.Comp. Chords Tens Comp Laterally brace bottom chord above filler with purlins AB-AA 1250 -1248 X - W 5329 -2021 at 24" OC. M- Z 1704 -597 W - V 6260 -3421 Z-Y 2690 -827 V-U 6236 -3414 Y-X 5294-2008 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-AB 254-1059 AC-N 645 -357 A-AA 1237 -301 AD-AE 1530 -1041 1212 -694 OVO AA-C 323 -1104 1503 -529 AE-Q AF -Q 1971 -1963 F-Y 95 -456 0-AG 1773 -2984 Li Y-J 3934 -1431 AG-AH 2102 -3379 Y M 1912-4696 AH-U 2118 -3400 No. C 58005 J -M 1405 -3921 U -5 4178 -2044 111 M-W 260 -700 Al-U 189 -461 05/09/2024 W-AD 1534-1027 AI-R 191 -469 AC- W 646 -357 S - T 1119 -2488 Cov CIP "vvMrcr'lur'lu" F6,9LJ friNL) ULLUVV /ALL NU i 1=0 UN i rii UrV",VViN6.,1 inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shi3ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) ro'r sa ety practices prior to performing these functions. Installers shall provide temporary 951300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per CSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 L.Pi ii E I Notes page for additional information. Alpine, a division of I'flN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uur,wcereenv truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawino or cover paoe I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 23274 / SPEC Ply 2 Job Number: R3444W_DV Cust, R6852 JRef.1XZ068520005 T35 / FROM: Qty' AVIARA WEST APARTMENTS DrwNo. 129 241453.46355 Page 2of2 Truss Label: AD JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2216# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Additional Notes Provide support and connections for reactions shown. (+=Up,Right) R=vertical gravity (-nnnuplift) Rw=wind downward U=wind uplift Rh=horizontal from gravity loads RL=horizontal wind or drag **WA per a drawing tor any structure is the responsibil For more information see these web sites: N o- C 58005 * 05/09/2024 / Civt- AWING! .UDING THE INSTALLERS tfer to and follow the latest edition of BCSI rianent iaterai restraint or webs snail nave continuous iaterai restraint (UL1<), instanea wan I sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs Genert Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iandling, shipping, installation and bracinq of trusses. A seal on this drawinp or cover page ifessional enaineering responsibility solely-for the design shown. The suitability and use of this I the BuildingDesigner per ANSI/TPI 1 Sec.2. ne: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 2948 1113X6 AK Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TC -0.25 29.12 5242 180.00 BC 0.00 29.12 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ply: 1 Job Number: R3444W_DV Gust: R6852 JRet:1XZ068520005 T37 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453.54980 Truss Label: AE JCJ / GWH 05/08/2024 24" 616 11612 13'7"l 18 21512 25512 2948 24" 395 556 213 241 5512 4' 31012 24' 62" 76" 1'51? 4' 4' 31012 24" 86" 16' 1T5"¼2 21512 20512 2948 11612 4112 I 138" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.008 Z 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.014 M 999 180 BQ*156 /- I- /194 /79 /182 Snow Duration: NA HORZ(LL): 0.044 AU - - BI* 192 I- I- /84 I- I- LlORZ(TL): 0.051 AU - - BQ /-805 Building Code: Creep Factor: 2.0 BO 1-467 CBC 2022 Max TC CSI: 0.324 BY /-562 TPI Std: 2014 Max BC CSI: 0.366 BJ /-152 BH /-115 Rep Fac: Varies by Ld Case Max Web CSI: 0.636 BF /-159 FT/RT:8(0)/10(0) BE /-305 Plate Type(s): BD /-474 WAVE, HS VIEW Ver: 23.01.02.0731.17 BA /-210 Purlins AU /-178 In lieu of structural panels use purlins to brace all flat Wind reactions based on MWFRS TC @24" oc BQ Brg Wid = 136 Min Reg = - BI Brg Wild = 216 Min Reg = - Wind Bearings BQ & BI are a rigid surface. Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# member design. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Left end vertical exposed to wind pressure. Deflection meets U360. A - C 911 -956 AD-AF 783 -797 Right end vertical not exposed to wind pressure. C - K 472 -499 AF-AK 474 493 Wind loading based on both gable and hip roof types. K -AA 1233 -1196 AG-Al 849 -846 S-Z 1283-1328 Al-AJ 844 -843 Z-AC 1179-1211 AJ-AN 848 -847 AA-AC 1153-1131 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp BQ-BO 2070 -2069 BG-BE 1626 -1608 BO-BM 2615 -2575 BE-BD 1244 -1226 BM-BL 2076 -2035 BD-BA 1397 -1385 BL-Bl 1832 -1810 BA-AX 678 -865 BI-BG 1307 -1285 AX-AU 727 -727 r NoO'1 ) Maximum Web Forces Per Ply (Ibs) 55 Webs Tens.Comp. Webs Tens. Comp. 05/09/2024 1) A-80 1086 -1053 AD-AG 1621 -1628 A-BQ 818 -889 BG-AD 932 -1007 BL-S 684 -769 AG-BE 333 -385 'sVL4/ S-BG 1064-1098 AG-BD 786 -832 OF Z -M 416 -517 AN-AX 605 -629 I vvMrrlirlu" t/AL)/AiNL) ULLUVV /ALL iNUi Lo UN ii-li urvAVViiNL' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anO'SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary. (951)350-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing ins1a11ed on the CLR per BCSI sections B3, B7, or 610, as applicable. Aoply plates to each face of 'truss and position as ._1itIh. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae Ilisting this drawing, indicates acceptance of professional .engipeRring responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave idrawing for any structure is the responsibility of the Building -Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TP(: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 22715 / GAEL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 137 / FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1453.54980 Page 2 of 2 Truss Label: AE JCJ / GWH 05/08/2024 Gable Studs Maximum Gable Forces Per Ply (Ibs) Gable studs (dashed members) may be installed at 16 Gables Tens.Comp. oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2 x 1.75 wire staples (0.064 Dia.) Toe nailed BM- W 53 - 453 through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements Purlins Brace interior top chords of all trusses with purlins at 24 0/c. No: C 58005 05/09/2024 * CIVIL WAKNINi P<AD AND F-OLLOW ALL NO I tti ON I Hlb D1<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI an SBCA) fOr safety practices prior to performing these functions. Installers shall provide temporary lgsl)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This HarlemAve drawing for any sfructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 14" C4X4 12 liii 5111304 04 )(Y 4 i C404 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520005 T36 / AVIARA WEST APARTMENTS DrwNo: 129.24.145347610 Truss Label: AF JCJ / GWH 05/08/2024 16' 1112 261 151 896 12011 13515 21512 20512 2949 151 67' 233 154 5512 4' 31012 3X6 Ai 6X6 a 12 AE 05 AF A] AM 3X4 AP AS AH 3X8 rE L ii .J<4 IV% I 4X6 82 3X8 111306 2948 151 Q"8 62" 514 214 4' 4' 31012 151 7"8 898 121012 16' 21512 25512 2948 27' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 AC 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 K 999 180 BP' 154 / I- /155 /65 /183 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.018 AT - - BH*192 / I- /76 I- I- Des Ld: 48.00 EXP:C Kzt:NA '-lORZ(TL): 0.021 AT - - BP /-890 NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 BN /-363 Soffit: 2.00 TCDL: 10.8 psf BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.255 BX /-278 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.211 BJ /-108 BE 1-120 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.449 BD /-164 Loc. from endwall: Any FT/RT:8(0)I10(0) BC 1-304 GCpi: 0.18 Plate Type(s): AZ 1-208 Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 AT /-159 Lumber Additional Notes Wind reactions based on MWFRS Top chord 2x4 DF-L #2(g) Uplift connections required, See uplifts in R- and U BP Brg Wid = 137 Min Req = - Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. BH Brg Wid = 215 Min Req = - B2 2x4 DF-L #1 &Bet.(g); See DWGS A11530ENC160118, GBLLETIN0118, & Bearings BP & BH are a rigid surface. Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #2(g); GABRST1 60118 for gable wind bracing and other Members not listed have forces less than 375# Lumber shall be dried to a maximum moisture content requirements. Maximum Top Chord Forces Per Ply (Ibs) of 19% prior to installation Chords Tens.Comp. Chords Tens. Comp. Plating Notes A - B 956 -972 AC-AE 796 -810 B - C 958 -972 AE-AJ 473 -492 Connectors in green lumber (g) designed using C - Y 1020 -1055 AF-AH 733 -731 NDSITPI reduction factors. 0 -x 1020 -1051 AH-AI 728 -728 All plates are 1.5X3 except as noted. X -AA 932 -953 Al-AM 732 -732 Y-M 621 -614 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind BN-BL 893 -877 BD-BC 1462 -1443 Wind loads based on MWFRS with additional C&C BL-BK 398 -382 BC-AZ 1472 -1458 member design. BH-BF 1805 -1788 AZ-AW 752 -739 Left end vertical exposed to wind pressure. Deflection AW-AT 727 -727 BF-BD 1844 -1824 meets U360. Right end vertical not exposed to wind pressure. Per Ply (Ibs) Maximum Web Forces Wind loading based on both gable and hip roof types. Webs Tens. Comp. Webs Tens.Comp. Gable Studs A-BP 889 -904 Q-BF 759 -773 No. C 58005 A-BQ 1099 -1081 BF-AC 751 -826 Gable studs (dashed members) may be installed at 16" BQ-BN 1105 -1086 AC-AF 1231 -1240 oc with Wave plates. In lieu of plates use (3)16 ga. \ *'' j* 05/09/2024 D -BK 397 -401 AF-BC 554 -600 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed BK- 0 420 -510 AM-AW 542 -567 through chord into web & web into chord on one face for total a of (6) staples per connection. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f6'r safety bracing BCSI. Unless Otherwise, top per noted chord shall practices prior to performing these functions. Installers shall provide have bottom oroperlv attached structural sheathina and chord shall temporary have (951)300.1758 attached rigid ceilina. Locations shown for permanent lateral diagonal bracing inslalled on the CLR per BCSI sections restraint of webs shall have continuous rateral restraint (CLR), installed B3, B7, or B1O as applicable Aoply plates to each face of 1truss and a properly with position as shown above and on the Joint Details, unless noted otherwise. Notes page for additional information. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSIITPI 1 for handling, installation bracing trusses, A this drawina conformance with or shipping, and of seal on or cover paae listing this drawina indicates acceptance of professional enoineering responsibility solely lor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe,org; AWC: awc.org North Building, 4th Floor Glenview, IL 60025 SEQN. 22718 / GABL Ply 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520005 T36 / FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.47610 Page 2 of 2 Truss Label: AF JCJ / GWH 05/08/2024 Loading BL-BV 53 -454 Truss transfers a maximum horizontal load of 4822 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record Drag Loads: Force(#) (PLF) Mbr Start End Case 1. 4822 180.00 TC 0.00 26.79 4822 179.99 BC 0.00 26.79 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c, No: C 58005 * 05/09/2024 * ~ 6V// WRNNINt.d /\U P,NU i-ULLOVV ALL NO I L ON 11-116 UI<P,VVIN(3' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral resrraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inlaIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable AopIy plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the urmwCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitabiIif and use of tt- 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520005 T38 / AVIARA WEST APARTMENTS DrwNo. 12924.1453.51672 Truss Label: AG JCJ / GWH 05108/2024 15 ii?ii3 74 1'5'4 11111 4'l"t 747 11112 11611 15'4"1 176" 221112 261112 30108 1111 1'6" 3215 395 415 2413 214 5512 4' 31012 m3X4 004 --3X4 12 VAX. DE " AE T. AC AB M Z YX W V U 1113X4 1114X6 --3X4 m3X4 m4X6 6X8 4X10 6X10 1113X4 A 131 H:.I 1 lI3:1 " 1" 628 514 1038 15'412 30108 214 4' 176" 221112 1 1'5"112 4' 311 261112 3010 0 2 8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA t: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 95 mph P1: NA Ce: NA VERT(LL): 0.224 K 999 240 Loc R+ I R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.545 K 679 180 AE 1507 /- I- /904 I- /159 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 F - - U 1494 I- I- /892 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.174 F - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AE Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 1.000 U Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL: 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.589 Bearing AE is rigid surface. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.770 Bearing U Fcperp = 625p5i. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type.$): . Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 9-1009 J - K 52 -1673 Lumber Wind B-C 0-1632 K-L 23 -2281 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 0 -2289 L - N 0 -600 T5 2x4 DF-L #1&Bet.(g); member design. D - F 5 -1851 M-0 141 -2839 Bot chord 2x4 DF-L #1 &Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 0 -992 0 - P 141 -2819 Webs 2x4 DF-L Standard(g) W7,W21, meets U360. F - J 41 -1821 P - R 145 -3317 W25 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. G - H 0 -0 R - S 95 -1829 Lumber shall be dried to a maximum moisture content H - I 0 - 744 S - T 89 -1829 0119% prior to installation. Wind loading based on both gable and hip roof types. I - K 0 -920 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AD-AC 1066 -168 Z - Y 3132 -129 (I) - plates so marked were sized using 0% Fabrication AC-AB 1840 -151 Y - X 3146 -129 Tolerance, 0 degrees Rotational Tolerance, and/or AB-AA 2455 -148 X - W 2916 -124 zero Positioning Tolerance. M- Z 2546 -78 W - V 2916 -124 Loading Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. . A -AE 0 -1500 Z - M 112 -1640 1464 0 L-M 117 -2517 Purlins D-B 0-1005 M-N 821 0 In lieu of structural panels use purlins to brace all flat 505 0 -AC 1556 0 M-X TC @ 24" oc. ti AC-C 0-1473 N - P 8 -786 Purlins No C 58005 C-AB 621 0 X-O 37 -583 59 -484 X-R 602 -4 Brace interior top chords of all trusses \\ \ 11 H-Z 17 -451 R-V 51 -1387 with purlins at 24' 0/c. 05/09/2024 562 0 V-T 2200 -101 \\ Z-L 1 661 -53 T-U 91 -1456 OF CAU / --VVAKNINU^^ t-1,P,U ANU i-ULWVV ALL NI) i UN i Nib L)I<AWINGI inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) 16'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a propefly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing intalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professionl en92leering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520005 T39 / AVIARA WEST APARTMENTS DrwNo: 129 241453,45090 Truss Label: AH JCJ / GWH 05/08/2024 P7 "15 15 5 31111 11118 9611 10'"8 15412 176' 1910" 221112 261112 30108 31111 'l 41112 813 514 214 24" 3112 4' 31012 3X4 11104 5X6 3X4 6X8 4X10 6X10 5X6 30108 3612 6"4 62' 514 214 4' 4' 31012 3612 41" 1038 15412 17'6" 221112 261112 30108 98 N1 12 418 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category' II EXP: C Kzt: NA Des Ld: 48.00 Mean Height' 24.50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 240 C&C Dist a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L#1&Bet.(g); Bot chord 2x4 DF-L #1&Bet,(g) Webs 2x4 DF-L Standard(g) W4,W18, W22 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" cc. Brace interior top chords of all trusses with purlins at 24" 0/c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity Pf' NA Ce: NA VERT(LL): 0.189 J 999 240 / / Loc R+ R- Rh I Rw /U / RL Lu: NA Cs. NA VERT(CL): 0.459 J 806 180 AC 1507 I- /- /904 /- /159 Snow Duration: NA HORZ(LL): 0.068 B - - T 1494 /- I- /892 I- I- HORZ(TL): 0.165 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Min Reg = 1.6 (Truss) CBC 2022 Max TC CSI: 0.779 T Brg Wid = 40 Min Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.636 Bearings AC & T are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.941 M embers not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 23.01.02.0731.17 A - B 0 -1898 I - J 0 - B-C 5-1547 J - K 25 -Z Wind C - F 0-1426 K-M 0 -L. Wind loads based on MWFRS with additional C&C D - E 0 -1906 L - N 144 -2812 member design. E - G 0 -1257 N-0 144 -2791 Left end vertical exposed to wind pressure. Deflection F - H 27 -1697 0 - 0 147 - 3315 meets L/360. G - I 0 -1412 Q - R 98 -1828 Right end vertical not exposed to wind pressure. H - J 39 -1566 R - S 90 - 1829 I Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB-AA 1775 -124 X-W 3131 -132 AA-Z 2035 -130 W-V 2916 -126 Z-Y 2773 -77 V-U 2916 -126 Y-X 3118 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 0-1536 K-L 122 -2440 1938 0 L-M 774 0 oFESS,0 C-D 1078 0 L-W 524 0 D -AA 56 -576 M-0 7 -627 D-Z 842 0 W-N 36 -608 A-AB E-F 18-1232 W-Q 598 -5 G-H 455 0 Q-U 52 -1388 No. C 58005 l-Y V - K 13 -712 1850 -49 U-S S - T 2200 -102 91 -1456 Y-L 111 -1664 * 05/09/2024 CIV OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have øroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aeply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...'i L...Pi NJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any,failure to build the AN "COMPANY truss in conformance with ANSI 1 or for handling, Shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 I Job Number: R3444W_DV Cust: R6852 JRet:1XZ068520005 T40 / AVIARA WEST APARTMENTS DrwNo: 129241453.55402 Truss Label: AJ JCJ / GWH 05/08/2024 8117 2114 418 603 1036 15412 176' 221112 I 261112 30108 418 1'10l1 1'4'1 514 214 5512 4' 31012 3X4 C3X4 M 8X10 I :A4 \\\y6IIlel.45Dxx4E4 423xF4i4Gx4 e:iuJI iLT:24xN;5 :W2 =5:o II 1113X4 4X6 4X4 6X8 4X10 6X10 5X6 30108 41" 88 62" 514 214 438 4' 31012 41" 418 1038 15412 176" 221112 261112 30108 H.4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph P1: NA Ce: NA VERT(LL) 0.201 F 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.468 F 791 180 Y 1508 I- I- /903 I- /156 BCDL: 10.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0.058 E - - Q 1494 I- I- /892 I- I- EXP: C Kzt: NA HORZ(TL): 0.142 E - - Des Ld: 48.00 Wind reactions based on MWFRS Mean Height: 24.50 it NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL' 60 CBC 2022 Max TC CSI: 0.963 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.533 Bearing Q is a rigid surface. Bearing Y Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.936 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Lumber A-B 5-1933 H - J 0 -590 B-E 38-1741 I - K 160 -2781 Top chord 2x4 DF-L #2(g) C-D 0 -1339 K-L 159 -2760 Bot chord 2x4 DF-L #1&Bet.(g) D - F 0 -1486 L - N 167 -3313 Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); E - F 38 -1642 N-0 104 -1828 Lumber shall be dried to a maximum moisture content F - G 0 -2913 0- P 97 -1829 of 19% prior to installation. G - H 43 -2388 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens Comp All plates are 1.5X3 except as noted. X - W 1939 -145 U - T 3116 -152 W-V 2918 -111 T-S 2918 -140 Loading V - U 3101 -151 S - R 2917 -140 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design Maximum Web Forces Per Ply (Ibs) gravity loads. Webs Tens.Comp. Webs Tens. Comp. Purlins A - Y 0 -1465 I - J 694 0 In lieu of structural panels use purlins to brace all flat A - X 1900 0 I - T 545 0 TC © 24' oc. X-C 54 -626 J - L 15 -873 C-W 1076 0 T-K 41 -634 Wind D-E 448 -7 T-N 594 -12 Wind loads based on MWFRS with additional C&C N - R 61 1390 - G - V 31 911 - member design. V-H 2031 -69 R-P 2200 -111 Left end vertical exposed to wind pressure. Deflection P-Q 97 -1456 V-I 118-1695 meets L/360. No. H - I 138-2350 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 Brace interior top chords of all trusses with purlins at 24' 0/c. M2Auf0V' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f3'r safety practices prior to performing these functions. Installers shall provide bracing oer BCSI. Unless top have bottom noted oTherwise, chord shall properly attached structural sheathina and chord shall a properly temporary have (951)300-1758 attached rigid ceiling. Locations shown for lateral restraint of webs shall have rateral (CLR), installed permanent continuous restraint with diagonal bracing inslalled on the CLR per BCSl sections B3, B7, or B1O as applicable A9pIy plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-. for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing any failure to build the drawing, truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL 18.00 Speed: 95 mph BCLL. 0.00 Enclosure: Closed BCDL: boo Risk Category. II EXP: C Kzt: NA Des Ld: 48.00 Mean Height 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dial: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); T4 2x6 DF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W7,W17, W19 2x4 DF-L #2(g); W16 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Nailnote Nail Schedule: 0.131"x3", mm. nails Top Chord: 1 Row @10.00 o.c Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" °.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 78 p11 at 0.00 to 78 p11 at 15.75 TC: From 76 p11 at 15.75 to 76 p11 at 26.79 BC: From 20 plf at 0.00 to 20 p11 at 26.79 PL: 5000 lb Conc. Load at (18.9420.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted Ply: 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520005 T433 AVIARA WEST APARTMENTS DrwNo 129241453 52902 Truss Label: AK JCJ I GWH 05/08/2024 'c 2 Complete Trusses Required 433 727 1078 16412 76' 6910 23012 261112 30108 433 2114 3l1 61'a 214 24 3272 211 21012 .446 '4506 K 12 9 06 1113X8 F 12 05 H05 T84 f — N \I 06 I S 6 520 Ore 10X1 6 181 504 8616 1111503 =845 —5616 30108 41' 62'8 514 214 46062 3 31012 46' 173'8 15472 1750 237'12 Y36' 66762 3010'8 l0 T - - P-I 181112 2T8 i 834 181162 78'8 I 424 —H Snow Criteria (Pg,Pt in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.623 D 595 240 Loc R+ / R- / Rh / Rw /U / RL Lu. NA Cs: NA VERT(CL): 0.780 D 475 180 W 2436 /-166 /2500 /918 /688 /1543 Snow Duration: NA HORZ(LL): 0.184 C - - 0 5167 /-2231 I- /2425 /2140 I- IORZ(TL): 0.230 C - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.757 0 Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI. 0.455 Bearing W is rigid surface. Bearing 0 Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.955 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 A-C 463-1635 G - I 1831 -4 Loading B-D 758 -2457 l-J 1818 Truss checked for 300# movable concentrated load C - D 328 -1117 J - L 2182 -5449 along Top Chord, nonconcurrent with design gravity D - E 1054 -3445 L - M 1746 -3616 loads. E-F 1111 -3152 M-N 1733 -3597 Truss checked for 250# movable concentrated load F - H 418 -1153 along Bottom Chord, nonconcurrent with design gravity loads. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat W - V 1251 -1244 S - R 4612 -1776 TC @ 24" oc. V - U 2026 -560 R - Q 6470 -3458 Laterally brace bottom chord above filler with purlins U - T 3351 -1028 Q - P 6446 -3451 at24"OC. T-S 4593 -1769 C 58005 * 05/09/2024 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp A-W 310-1095 X-R 269 -861 A - V 1653 -468 X - I 269 -862 V-B 245 -807 Y-Z 1622 -1285 B-C 607 -188 Z-L 1292 -905 B-U 1351 -473 AA-L 1930 -1950 E-T 22 -533 L-AB 1798 -3093 T - F 2651 -907 AB-AC 2138 -3546 T-G 1380-2888 AC-P 2154 -3570 F-G 954-2719 P-N 4266 -2054 G-H 1678 -644 AD-P 200 -451 G-R 1890-1223 AD-M 201 -453 H - J 658-1803 N-0 1127 -2547 R-Y 1627-1274 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (851(300-1758 bracing ner BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of fl 155 Harlem Ave drawing for any structure is the responsibility of the Building"Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23891 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T433 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.52902 Page 2 of 2 Truss Label: AK JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2231# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 * V 05/09/2024 / * OF CAL AV; 2d I VVMNIPl rct.P,u INU I-ULLUVV ALLiNU I UN I i-Ii L)tP,VVIiNL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless rioted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing inaIIed on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not oe responsible for any deviation from this drawing, any failure to build the AN ~ COMPANY Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT'8(0)110(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc Lldefl LI# VERT(LL) 0.392 L 945 240 VERT(CL): 0.491 L 754 180 HORZ(LL): 0.099 B - - HORZ(TL). 0.124 B - - Creep Factor: 2.0 Max TC CSI: 0.553 Max BC CSI. 0.455 Max Web CSI: 0.773 EW Ver: 23.01 .02.0731 17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Ply: 2 Job Number: R3444W_DV Cust R6852 JRef 1XZ068520005 1431 AVIARA WEST APARTMENTS DrwNo 129.24.1453.49265 Truss Label: AL JCJ / GWH 05/08/2024 I 5 2 Complete Trusses Required 3,612 1101 Ii 111308 =406 =686 SX10 =10016 1615<4 =sxie 6 5 10010 1111,5. M H411 1 1 4 I I I I 122 12 I 30121 151112 roe i ace —/ Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 000 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 240 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); 14 2x6 DF-L 42(g); Bot chord 2x1 0 DF-L #2(g) B1 B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W5,W9,W19, W21 2x4 DF-L #2(g); W18 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur Fac.rl 25) TC. From 78 plf at 0.00 to 78 plf at 15.75 TC. From 76 plf at 15.75 to 76 plf at 26.79 BC: From 20 plf at 0.00 to 20 plf at 26.79 PL: 5000 lb Conc. Load at (18.9420.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL Y 2436 /-166 /2500 /918 /688 /1543 P 5167 /-2231 I- /2425 /2140 Wind reactions reactions based on MWFRS Y Brg Wid = 5.5 Min Req = 1.5 (Truss) P Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing Y is a rigid surface. Bearing P Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Con A-B 290-1027 G-1 418 -11 B-C 668-2394 H-J 1832 -4.-- C - E 445 -1448 J - K 1818 -4347 D-E 638-2087 K-M 2183 -5450 E-F 1056-3472 M-N 1746 -3616 F-G 1110-3149 N-0 1733 -3598 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp Y-X 1250-1247 U-T 4600 -1770 X-W 1572 -615 T-S 4619 -1778 W-V 2847 -781 S-R 6470 -3457 V-U 3284-1011 R-Q 6446 -3451 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 350-1241 S-AA 1627 -1272 A-X 1330 -376 Z-S 266 -850 X-B 208 -739 Z-J 266 -851 B-W 1871 -518 AA-AB 1622 -1283 W-D 447-1541 AB-M 1292 -903 )-V 452 -325 AC-M 1931 -1950 F - U 20 -478 M -AD 1798 -3092 U - G 2595 -952 AD-AE 2138 -3546 U-H 1380-2874 AE-Q 2154 -3570 G-H 954-2758 Q-0 4266 -2054 H - I 1704 -651 AF-Q 200 -451 H-S 1877-1223 AF- IN 201 -453 I - K 653 -1785 0-P 1127 -2547 NoC 58005 * 05/09/2024 * WAKNINt5 NAD AND hOLLOW ALL NO I Lb ON I h15 L)I<AWINlj1 inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Det.ails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. Alpine a division of ITW BuiIdingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracinp of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely'tor2. the design shown. The suitability and use of this HarlemAve drawing for any s!ructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23893 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520005 1431 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.49265 Page 2 of 2 Truss Label: AL JCJ I GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2231# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OF CALA VVMlllI¼ rw.P',LJ /'i'lL) rULLUVV ALL INLJ I =0 UN 11-1110 UNP,VVIINL,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigtd.ceiiing. Locations shown for.permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as I. -11N41 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Build ingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover paqe listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave drawing for any structure is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org: AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520005 T434 AVIARA WEST APARTMENTS DrwNo: 12924.1453 53669 Truss Label: AM JCJ / GWH 05/0812024 423 2114 12" 5 10 1514 176" 2284 2684 30108 12 5 5913 514 2412 524 4' 424 lilt 5X3 IX6 5G 12 0' II 4 j8 t::!01 T D OR m48hhh1T3 ~5 Jk liii 5X3m4X1O 30108 3211 9 511" 514 214 ' 42"4 407 1" 10' 1514 1728 2264 2684 30108 1'51 "2 18 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce' NA VERT(LL): 0.197 J 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs' NA VERT(CL): 0.465 J 796 180 W 1503 /- /- /901 /- /155 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 N - - N 1494 /- I- /894 I- Des Ld: 48.00 EXP'C Kzt:NA ________________ HORZ(TL): 0.090 N - - Wind reactions based on MWFRS NCBCLL: 0,00 Mean Height: 24,50 ft Building Code: Creep Factor 2.0 W Big Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2,00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.718 N Big Wid = 4,0 Mm Req = 1.6 (Truss) Load Duration: 1,25 BCDL' 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.831 Bearing W is a rigid surface, Bearing N Fcperp = 625p5i Spacing: 24.0 C&C Dist a. 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.809 Members not listed have forces less than 375# Loc from endwall Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens, Con Wind Duration' 1.60 WAVE, HS VIEW Ver, 23,01.02.0731.17 B-C 17-3175 H - I 170 -21 Lumber Wind C-D 26-3112 I - K 182 -3._ Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C D - E 56 -2386 K - L 110 -1828 T3 2x4 DF-L #1 &Bet.(g); member design. E-G 0 -598 L-M 103 -1828 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure, Deflection F - H 171 -2785 Webs 2x4 DF-L Standard(g) W3, meets 0360 W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure, Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Plating Notes U-T 3402 -188 R-Q 3116 -167 T - S 2871 -138 0- P 2916 -151 Connectors in green lumber (g) designed using S - R 3102 -166 P -0 2916 -152 NDS/TPI reduction factors. All plates are 3X4 except as noted, Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens, Comp. Truss transfers a maximum horizontal load of V - B 9 -1400 F - G 712 0 4867 # ( 180.00 plf) along top chord, from either B - U 3405 0 F - Q 550 0 direction, to supports where indicated. Diaphragm and U - C 58 -1364 G - I 21 -865 connections are to be designed by Engineer of Record C - T 57 -741 0- H 45 -629 Drag Loads: Force(#) (PLF) Mbr Start End T-D 430 0 0-K 595 -17 Case 1: 4867 180.00 TC -0.25 26.79 IO D-S 49 -848 K-0 68 -1389 4867 BC 26.71 S-E 1991 -84 0-L 82 -434 Truss checked for 300# movable concentrated load S-F 124-1679 O-M 2199 -118 along Top Chord, nonconcurrent with design gravity 101 -1455 E-F 149-2371 M-N loads. Truss checked for 250# movable concentrated load No. C 58005 along Bottom Chord, nonconcurrent with design gravity loads. 11/ 05/09/2024 Purlins '--4' / In lieu of structural panels use purlins to brace all flat ' 2CA!V TC @ 24" oc. WARNIN(d <hAD AND i-OLLOW ALL NO I hS ON I hiS UKAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ' Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L..J'I NJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitabiIif and use of ti- 155 Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com, ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 4' 424 2524 2948 47" 14" 4' 15104 1724 2124 268 378 514 268 62" 1134 4X6 6X8 6X8 m3X8 III1,5X3 m5X10 1111.5X3 2948 S 1111.5X3 F NoC 58005 * 05/09/2024 CIV Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-S 9-1410 E - N 12 -446 A-R 1589 -2 N-H 549 -31 R-B 40 -843 H-L 85 -1238 B-Q 674 0 L - l 85 -451 P-D 1130 -31 L - J 2081 -146 P-E 118-1650 J-K 119 -1380 D-E 159-2088 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRet. 1XZ068520005 T22 / AVIARA WEST APARTMENTS DrwNo: 129.24.145348840 Truss Label: A3 JCJ / GWH 05/08/2024 268 62" 1134 16 1124 2124 2524 2948 268 378 514 4812 1'2" 4' 4' 424 Loading Criteria (psi) TCLL: 20.00 TCDL: 18.00 'BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: 11 EXP: C Kzt: NA Mean Height: 24.50 ft Building Code: Snow Criteria (PgPf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: 'lanes by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W10, VV17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.118 F 999 240 Loc R+ IR- /Rh tRw /U /RL VERT(CL): 0.286 F 999 180 S 1432 I- I- /862 I- /152 HORZ(LL): 0.041 F - - K 1419 I- I- /846 I- I- HORZ(TL): 0.099 F - - Wind reactions based on MWFRS Creep Factor: 2.0 S Brg Wid = 3.5 Min Req = 1.5 (Truss) Max TC CSI: 0.511 K Brg Wid = 4.0 Min Reg = 1.5 (Truss) Max BC CSI 0.515 Bearing S is a rigid surface. Max Web CSI 0.862 Bearing K Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 A-B 38-1414 G-H 231 -3118 B-C 55-2122 H - I 133 -1731 C - D 83 -2070 I - J 126 -1730 E-G 235-3114 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp R-0 1406 -182 0-N 3245 -217 0-P 1990 -155 N-M 2700 -188 P-0 3233 -215 M-L 2699 -188 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I VVAkPlINW F(J\U ANU i-OLLOVV ALL NO i ON i I-li Ui<AVVIN(il inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ano'SBCA) ffi'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with IdiagonaI bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE I Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not he responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520005 T23 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453.54074 Truss Label: A4 JCJ / GWH 05/08/2024 62' 1134 16 17'24 21512 2524 2948 62" 514 4812 1'2" 438 388 424 E 2948 62" 62' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDl_ 10.00 Risk Category: Il EXP: C Kzt: NA Des Ld 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W8, W15 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 514 47" 14" 438 388 424 1 4 134 15104 172 21512 2524 2948 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.123 E 999 240 Loc R+ I R- / Rh I Rw /U / RL VERT(CL): 0.298 E 999 180 Q 1432 I- I- /862 I- /152 HORZ(LL): 0.036 E - - J 1419 I- I- /846 I- I- HORZ(TL): 0.087 E - - Wind reactions based on MWFRS Creep Factor: 2.0 Q Brg Wid = 3.5 Min Req = 1.5 (Truss) Max TC CSI 0.828 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CS 0.519 Bearing 0 is a rigid surface. Bearing J Fcperp = 625p51. Max Web CSI: 0.863 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Car VIEW Ver: 23.01 .02.0731.17 A-B 50-2186 F-G 231 3 B-C 85-2073 0-H 133 -1. D-F 235-3114 H - I 126 -1730 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 2034 -159 M-L 2700 -188 0-N 3233 -215 L-K 2699 -168 N-M 3245 -217 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. A-Q 31-1375 M-G 549 -31 A-P 2025 0 G-K 85 -1238 0-C 1166 -40 K-H 85 -451 0-D 117-1659 K - I 2081 -146 C-D 158-2078 I - J 119 -1380 D-M 10 -448 Snow Criteria (Pg,W in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std. 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)/1 0(0) Plate Type(s): I NoC 58005 LI 05/09/2024 1 Civil- 'Op CALVIF Wl NG! )DING THE INSTALLERS er to and follow the latest edition of not be responsible for any deviation from this drawing, any failure to build the g, installation and bracin9 of trusses. A seal on this drawing or cover page ering responsibility solely -for the design shown. The suitability and use of this ;igner per ANSI/TPI 1 Sec.2. TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN OW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per a any Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. B-C 852 -2621 G-H 1739 -3545 D-F 2189-5448 H - I 1723 -3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0-P 1269-1223 N-M 5248 -1991 P-0 2238 -629 M - L 6262 -3420 0-N 5229-1983 L-K 6236 -3412 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 353-1358 T-G 1220 -692 A-P 2234 -629 U-G 1974 -1983 P - B 194 -485 G-V 1772 -2958 B-0 267 -429 V-W 2101 -3376 0-C 1846 -884 W-K 2118 -3400 0-D 1611 -3384 K-1 4179 -2043 C-D 885-2695 X-K 189 -463 D-M 455 -775 X-H 191 -465 M-S 1541 -1018 I-J 1119 -2488 S-T 1538-1032 No .'C 58005 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520005 134 / AVIARA WEST APARTMENTS DrwNo: 129.241453.45626 Truss Label: A5 JCJ / GWH 05/08/2024 > 2 Complete Trusses Required 62" 1134 16' 17512 214" 254" 2948 62' 514 4812 1515 3104 4' 408 1111.5X3 12 5~13X8 ~13X12 1111.5X3 4X6 T W14 wi ST u 12 1P : NMB2 L K J ' III3X8 - m10X16 8X10=4X1O 5X16 __8X16 __10x10 /1.5X3 2948 62" .514 47" 1'7"8 3104 4' 408 62 1134 15104 17'5"2 214" 254" 2948 Loading Criteria (pot) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.309 E 999 240 Loc R-'- / R- I Rh / Rw /U / RL Q 2800 I- /2500 /982 /684 /1524 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.397 E 888 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.088 E - - J 5052 /-2214 I- /2355 /2073 I- Des Ld: 48.00 EXP: C Kzt: NA _______________________ LjORZ(TL): 0.113 E - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.487 J Brg Wid = 4.0 Min Req = 2.7 (Truss) Load Duration: 1.25 BCDL' 6.0 psf MWFRS Parallel Dist 0 to h12 TPI Std: 2014 Max BC CSI: 0.440 Bearing Q is a rigid surface. Bearing J Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.753 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 23.01.02.0731.17 Wind Duration: 1.60 uc A-B 650 -2360 F-G 2189 -5435 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W8,W13,W14, W15 2x4 DF-L #2(g); W12 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at -2.01 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 29.62 BC: From 4 plf at -2.01 to 4 pIt at 0.25 BC: From 20 pIt at 0.25 to 20 plf at 29.62 PL: 5000 lb Conc. Load at (21 .77,20.99) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted * 05/09/2024 * OF CAO VVMKNII'lc. -cc,su MiNI) i-ULLUVV /ALL NU i tO, UN i ii UNAVVIiNL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI and 'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracino of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 - SEQN: 22701 / COMN Ply. 2 Job Number: P3444W_Dy Oust: R6852 JRef:1XZ068520005 T34 / FROM Qty: AVIARA WEST APARTMENTS DrwNo 129.24 1453.45626 Page 2 of 2 Truss Label: A5 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2214# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 COF V: NIPlU P(CAU P,NU NJLLUVV ALL NW I tb ON I 1-11b L)J(AVVINI inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly aftached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawinct, indicates acceptance of professional enaineering responsibility solely 'tor the design shown. The suitability and use of this HarlemAve drawing for any sThucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw com; TPI: tpinst.org; SBCA: sbcacomponents.com, ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1X7068520005 T211 AVIARA WEST APARTMENTS DrwNo: 12924.1453.51965 Truss Label: A6 JCJ I GWH 05/08/2024 62" 1134 16 17'2'4 21512 2524 2948 62" 514 4812 1'2" 438 388 424 N 4 3X4 0 12 0.5 IV a3X8 T2 - ,54X6 T 11W15 AV AY! II 1113X L L AS AQ 3X4 m6X16 L13X6 m6X6 —010 6X10 2948 62" 514 47" 14" 438 388 424 62 1134 15104 1724 21512 2524 294"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,W in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs), or 'mPLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 J 999 240 Loc Ri- I R- I Rh 1 Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.022 D 999 180 AS' 150 1- I- /184 /57 /212 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 Y - - AL* 128 I- I- /76 Des Ld: 48.00 EXP:C Kzt:NA HORZ(TL): 0.019 Y - - AS 1-564 NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 AY /-228 Soffit: 2.00 TCDL: 108 psf BCDL: 60 psf CBC 2022 Max TC CSI: 0.160 AO 1-130 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.205 AL 1-132 AN 1-23.4 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.605 AE /-156 Loc. from endwall: Any FTIRT:8(0)/10(0) Y /-194 GCpi: 0.18 Plate Type(s): Wind reactions based on MWFRS Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 AS Brg Wid = 136 Min Req = - Lumber Additional Notes AL Brg Wid = 216 Min Req = - Top chord 2x4 CF-L #1&Bet.(g) Uplift connections required. See uplifts in R- and U Bearings AS & AL are a rigid surface. T2 2x4 DF-L #2(g); columns of Maximum Reactions table. Members not listed have forces less than 375# Bot chord 2x4 DF-L #1&Bet.(g) See DWGS Al 1530ENC1601 18, GBLLETIN0118, & Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) W8, GABFST1 60118 for gable wind bracing and other Chords Tens.Comp. Chords Tens. Comp. W15 2x4 DF-L #2(g); requirements. A - C 1078 -1118 J - N 825 -852 Lumber shall be dried to a maximum moisture content C - F 578 -626 M-0 997 -993 of 19% prior to installation. F - J 619 -652 0- R 996 -993 Plating Notes Connectors in green lumber (g) designed using Ply (Ibs) Maximum Bot Chord Forces Per NDS/TPI reduction factors Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AS-AQ 474 -474 Al-AN 1200 -1188 AQ-AP 1104 -1103 AH-AE 1347 -1335 Wind AP-AL 980 -954 AE-AB 627 -616 Wind loads based on MWFRS with additional C&C AL-Al 1998 -1968 AB- Y 727 -727 member design. Left end vertical exposed to wind pressure. Deflection Maximum Web Forces Per Ply (Ibs) meets U360. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. A -AS 573 -631 J - M 1240 -1239 Wind loading based on both gable and hip roof types. A -AP 1081 -1081 AP-F 557 -703 M -AH R-AB 593 -632 638 -882 Gable Studs F-AL 844 -862 AB-X 378 -386 Gable studs (dashed members) may be installed at 16' oc with Wave plates. In lieu of plates use (3)16 ga. AL-J 730 -857 Maximum 1/2" x 1.75' wire staples (0.064 Dia.)Toe nailed No. C 58005 through chord into web & web into chord on one face Gable Forces Per Ply (Ibs) for a total of (6) staples per connection. \\ \ 05/09/2024 1k)) Gables Tens.Comp. Gables Tens. Comp. CIVI / C -AV 43 -376 AQ-AV 59 -454 OF CALW ' VV#kKNilU rctti P,NL) rULLUVV ALL NU I UN i NIZ> L)NJkVViN,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an6'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroDerlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BIO as applicable. Aeply plates to each face of 'truss and position as S, above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineeing responsibility solelylor the design shown. The suitabilifçi and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building Designer per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22703 / GABL Ply. 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520005 T211 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129241453.51965 Page 2 of 2 Truss Label: A6 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TC 0.00 29.37 5287 179.98 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5" deep X 3.5' at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, noriconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No C 58005 * 05/09/2024 * or WANNINtj" KtAU ANU -OLLOW ALL NO I 1=6 ON I Nib L)XAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Component Safety Information by TPI an6'SBCA) 'r safety practices orior to performing these functions. Installers shall provide temporary.(951)300-1758 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 I bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a propery attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BiD, as applicable ADpIy plates to each face ofruss nd position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of IT'IN Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uu,nwCOMPANY Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paqe I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of s 155 Harlem Ave Idrawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine; aipineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T42 / AVIARA WEST APARTMENTS DrwNo: 129.241453.55058 Truss Label: B2 JCJ I GWH 05/08/2024 62' 1134 138" 19' 23112 2706 62" 514 2412 54" 4112 31012 4X4 H 2688 62" 514 2412 3104 4112 31012 62" 1134 138" 19' 23112 2706 151 151" 2 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 CF-L #1&Bet.(g) T2 2*4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1 &Bet.(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 BC 0.00 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.128 H 999 240 Lu: NA Cs: NA VERT(CL): 0.289 H 999 180 Snow Duration: NA HORZ(LL): 0.041 H - - HORZ(TL): 0.092 H - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.803 TPI Std: 2014 Max BC CSI: 0.659 Rep Fac: Varies by Ld Case Max Web CSI: 0.773 FTIRT:8(0)I10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 IAIAX/F= WCZ Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. C 58005 05/09/2024 Civit- PPCALW9 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL S 1292 I- 1- /778 I- /154 T 1335 /- /0 /798 /- /0 Wind reactions based on MWFRS S Brg Wid = 5.5 Min Reg = 1.5 (Truss) T Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing S is a rigid surface. Bearing T Fcperp = 625p51. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 38-1936 G - l 207 -2567 B-C 70-1749 l-J 116 -1305 E-F 208-2558 J-K 109 -1304 F-G 207-2553 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1793 -151 0-N 2261 -176 Q-P 2631 -196 N-M 2261 -176 P-0 2646 -198 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 24-1236 0-I 478 -15 A-R 1782 0 t - M 92 -1222 B-Q 52 -386 M-J 92 -455 0-C 1901 -125 M-K 1590 -127 Q-E 165-1972 K-L 111 -1081 C-E 186-2282 I "WAKNINt AL) AND tOLLOVV ALL NO I tb ON I Nib L)t<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an a fabricating, t'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oftruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the u'rrwcosn Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of ti 155 Harlem Ave drawing for any srructure is the responsibility of the Building Desigrer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W0V Cust. R6852 JRef:1XZ068520005 T43 I AVIARA WEST APARTMENTS DrwNo- 129.24.1453.49996 Truss Label: B3 JCJ / GWH 05/08/2024 62" 1134 138 18104 22104 2708 62 514 2412 524 4' 424 4X4 12 C 0 3X4 12 i T2 :13x4 H0308 6X10 4X10 iiil.5X4 5X10 T 6xe 2688 62" 514 214 4' ' 424 62 1134 1348 18104 22104 2708 15 14104 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed. 95 mph Pt: NA Ce: NA VERT(LL): 0.119 H 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.288 H 999 180 S 1292 I- I- /778 I- /154 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.037 H - - T 1335 I- /0 /798 I- /0 Des Ld' 48.00 EXP: C Kzt: NA )-IORZ(TL): 0.091 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 5 Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL' 108 psf BCDL' 60 psf CBC 2022 Max TC CSI: 0.803 T Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.659 Bearing S is a rigid surface Bearing T Fcperp = 625psi. Spacing' 24.0 ' C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.773 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCpi' 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HIS VIEW Ver: 23.01 .02.0731.17 Lumber A-1337-1936 G-1 207 -2 B-C 70-1749 l - J 116 -1 Top chord 2x4 DF-L #1&Bet.(g) E - F 208 -2558 J - K 109 -1304 T2 2x4 DF-L#2(g); F - G 207 -2553 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation, Chords Tens.Comp. Chords Tens. Comp. R-Q 1793 -151 0-N 2261 -176 Plating Notes Q - P 2631 -196 N - M 2261 -176 Connectors in green lumber (g) designed using P -0 2646 -198 NDSITPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) (I) - plates so marked were sized using 0% Fabrication Webs Tens.Comp. Webs Tens. Comp. Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. A - S 24 -1236 0-1 478 -15 A-R 1782 0 l - M 92 -1222 Loading B -0 52 -386 M - J 92 -461 Truss checked for 300# movable concentrated load Q - C 1901 -125 M - K 1590 -127 along Top Chord, nonconcurrent with design gravity 0 - E 165 -1972 K - L 111 -1081 loads C-E 186-2282 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. W Wind Wind loads based on MWFRS with additional C&C member design. No. C 58005 Left end vertical exposed to wind pressure. Deflection meets L1360. 05/09/2024 * Right end vertical not exposed to wind pressure. Civil- Right cantilever is not exposed to wind Op O CAI Wind loading based on both gable and hip roof types. WAKNIN(5 I4.AU PNL) -OLLOW ALL NO I hS UN I Hlb UKAWINti! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI an6SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary. (551)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oi webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as 'iIIIh shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the COW— truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability ae and use of 155 Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites' Alpine: alpineitw.com; TPI: tpinst.org, SBCA: sbcacomponents.cprn,_IçC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust' R 6852 JRef: 1 XZ068520005 T44 I AVIARA WEST APARTMENTS DrwNo: 129 24.1453.53261 Truss Label: B4 JCJ / GWH 05/08/2024 I " ' 2 Complete Trusses Required 62' 115' 134'S 15' 19'2"12 23112 220"8 62" 53' l'Il'8 27'S 3272 311' Tl0'I2 I T i 11456 11405 8X5 12 0.5 =8012 =60508 Ill 503 554 'TO J K I'l SI S S S P 0 52 15 M r"1 .06 3X10 =110610 808 11.503 4208 SXIS BXIS l0011 =828 62" 53' 111'S 351 370"12 62" 1l'5' 348 19'12"'l2 23112 210'S --111 N11 15.....12 378 I 834 I 15' '12 785 I 421 -H Defl!CSl Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.292 H 999 240 Loc R+ I R- I Rh / Rw /U I RL VERT(CL): 0.366H 886 180 T 2805 /-165 /2500 /1050 /781 /1541 HORZ(LL): 0.077 H - - L 4822 /-2207 I- /2293 /2039 I- HORZ(TL): 0.097 H - - Wind reactions based on MWFRS Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 200 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W14 2x6 DF-L SS(g); W15,W17 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Snow Criteria lPg,Pf in PSFl Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.478 TPI Std: 2014 Max BC CS!: 0.425 Rep Fac: 'lanes by Ld Case Max Web CSI: 0.713 FTIRT:8(0)110(0) Plate Type(s): WAVE, HIS VIEW Ver: 23.01 .02.07: Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. N&C 58005 A-B 740 -2370 F-G 1782 -3887 B-C 956-2611 G - l 2116 -4821 C-E 372 -983 l-J 1729 -3368 D-F 1795-3936 J -K 1716 -3351 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1268-1223 P-0 4000 -1599 S - R 2247 -715 0- N 5992 -3425 R-Q 2247 -715 N-M 5973 -3418 Q-P 3982-1592 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-T 402-1363 U - F 230 -714 A-S 2245 -716 V-W 1636 -1471 S - B 209 -470 W-1 1306 -1087 B-Q 241 -490 X-I 1935 -1950 0-C 2074 -798 l-Y 1780 -2825 Q - D 1357-2668 Y-Z 2119 -3265 C-D 819-2258 Z-M 2135 -3286 D-E 1444 -627 M-K 3974 -2034 D-O 1854-1228 M-M 199 -455 E-G 577 -1511 AA-J 200 -457 0-V 1641 -1464 K-L 1115 -2376 U-O 230 -714 i org vvta = 3.3 Min Reg = 1.3 (Truss) L Brg Wid = 4.0 Mm Reg = 2.6 (Truss) Bearing T is a rigid surface. Bearing L Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 11.17 * 05/09/2024 * Purlins Laterally brace bottom chord above filler with purlins at 24" OC. WAKNIN(,d I'<bAU ANL) i-OLLOVV ALL NO I 1=6 ON I H16 UI'(AVVIN(d Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of truss and position as 14964, I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSIIIPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitabilif and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 22755 / MONO Ply 2 Job Number: R3444W_DV Cust: R6852 JRef;1XZ068520005 T44 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924 145353261 Page 2 of 2 Truss Label: 84 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2207# MAX from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No 'C 58005 05/09/2024 * OP CALAV: —WARNING— READ AND I-OLLOW ALL NOIhSON IHiSL)NAW1N(d! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlinq, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling. Locations shown for ,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine, a division of IT\N Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any. failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracinQ of trusses. A seal on this drawing or cover page 155 listing this drawinci, indicates acceptance of professional enctineering responsibility solelylor the design shown The suitability and use of tflis HarlemAve drawing for any sfructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org, AWC. awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1XZ068520005 T45 I I I AVIARA WEST APARTMENTS DrwNo 129 24.145345230 I Truss Label: B5 JCJ / GWH 05/08/2024 62" 1134 136" 18104 22 4' 104 2708 67' 514 2412 524 424 F- 83X6 N 6X 4X412 4 12 05 X M 11 P 3 r411 KF~ 3X4 I B IS c 11 0 7X ___ Al 1114X6 AU AT AS AP AO AN AM Al —_4X4 5X8 liil5X4 82 AF ru3X8 1111,5X4 3X8 A 2708 A 62" 514 214 I ' 4' 424 F- 62" 1134 1348 18104 22104 2708 14104 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.008 J 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.023 D 999 180 AW142 /- I- /184 /76 /180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.033 AC - - AP*193 I- /- /89 I- I- EXP: C Kzt: NA Des Ld: 48.00 IORZ(TL): 0.038 AC - - AW 1415 Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 BC 1-613 TCDL' 108 psf 2022 Max TC CSI: 0.232 Soffit: 2.00 BCDL: 6.0 lost AS 1-147 AO AO 1-245 Load Duration: 1.25 MWFRS Parallel Diet: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.275 AN 1-224 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.929 AM 1-381 Loc. from endwall: Any FTIRT:8(0)/10(0) Al 1-206 GCpi: 0.18 Plate Type(s): AC 1-157 Wind Duration: 1.60 WAVE i VIEW Ver: 23.01 .02.0731.17 Wind reactions based on MWFRS Lumber Additional Notes AW Brg Wid = 132 Min Req =- Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U AP Brg Wid = 192 Min Req = - Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Bearings AW & AP are a rigid surface. B2 2x4 DF-L #1&Bet.(g); See DWGS All 530ENC160118, GBLLETIN0118, & Members not listed have forces less than 375# Webs 2x4 DF-L Standard(g) GABR5T160118 for gable wind bracing and other Maximum Top Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content requirements. Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. A - C 818 -856 M-0 789 -788 C - F 378 -365 0 - P 784 -788 Plating Notes F - J 752 -782 P-Q 793 -794 Connectors in green lumber (9) designed using J - L 780 -793 0- U 786 -785 NDS/TPI reduction factors. L - R 477 -494 All plates are 1.5X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C member design. AW-AU 1986 -1985 AN-AM 1357 -1338 Left end vertical exposed to wind pressure. Deflection AU-AT 1506 1505 AM-Al 1444 1433 meets L/360. AT-AP 1747 -1725 Al-AF 723 -713 Right end vertical not exposed to wind pressure. AP-AN 1740 -1720 AF-AC 727 -726 Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Gable Studs W Webs Tens.Comp. Webs Tens. Comp. Gable studs (dashed members) may be installed at 16" A -AW 429 -486 AP- J 961 -1045 oc with Wave plates. In lieu of plates use (3) 16 ga. A-AT 834 -818 J-M 1449 -1450 1/2' x 1.75' wire staples (0.064 Die.) Toe nailed AT-F 876 -1019 M-AM 685 -726 through chord into web & web into chord on one face No. C 58005 F -AP 1289 -1307 U -AF 570 -594 for a total of (6) staples per connection. * 05/09/2024 * Maximum Gable Forces Per Ply (Ibs) CIVL_ . Gables Tens.Comp. Gables Tens. Comp. OF CA U°8 C -AZ 42 -375 AU-AZ 60 -456 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8'SBCA) 16'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly Perris CA 92571 (951)300-1758 attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), diagonal bracing inslalled on the CLR BCSI sections B3, B7, or B1O as applicable Apply plates to each face of 'truss and per installed with position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page ALPINE Alpine, a division of IT'mN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the in ANSI/TPI 1 for handling installation bracing trusses. A this trawina truss conformance with or shipping, and of seal on listing this drawina' indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability or cover paae and use of this 155 Harlem Ave -Designer drawing for any sfiucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON 21513 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520005 T45 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.45230 Page 2 of 2 Truss Label: B5 JCJ / GWH 05/05/2024 Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 179.99 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. NoC 58005 * 05/09/2024 * tv OP CAtJ 0, 6 NNIN I'cCJU P,NU IULLUVV ALL NU I Lb UN I t1lb Ui<P,VVINI.d! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f& safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless note/i otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections 83, 87, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the uu,nwCOMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracinB of trusses. A seal on this lrawin or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enaineeing responsibility solely for the design shown. The suitability and use of this drawing for any 5tr'ucture is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.284 H 999 240 VERT(CL): 0.357 H 890 180 HORZ(LL): 0.076 H - - HORZ(TL): 0.095 H - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.477 TPI Std: 2014 Max BC CSI: 0.481 Rep Fac: Varies by Ld Case Max Web CSI: 0.684 FT/RT:8(0)/10(0) Plate Type(s): WAVE. HS VIEW Ver: 23.01.02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Negative reaction(s) of -2254# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 05/09/2024 CIVI% 0 OF CAL%fl2 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1X7068520005 T73 I AVIARA WEST APARTMENTS DrwNo: 129.24.1453.46527 Truss Label: B7 JCJ / GWH 05/08/2024 I " 2 Complete Trusses Required 52" 11'3"4 139 16' 19712 23772 2708 52" 574 2'4"12 24 3'2"12 311 31012 e3X6 12 T2 ~4XIOK 113X8 3Xl0 10X16 Ill 503 ill 5x4 616 113010 8X8 62' 514 2412 41" 317 31012 62" 11'3M 138" 9212 23112 2778 15712 I 318 I 874 15712 785 I 424 -H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W5,W15, W17 2x4 DF-L #2(g); W14 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10 00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.2510 76 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 FL: 5000 lb Conc. Load at (19.4420.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins Laterally brace bottom chord above filler with purlmns at 24" OC. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh IRw /U IRL S 2703 /-118 /2500 /1001 /738 /1541 AA 4925 /-2254 /0 /2341 /2083 /0 Wind reactions based on MWFRS S Brg Wid = 5.5 Min Req = 1.5 (Truss) AA Brg Wid = 5.5 Min Req = 2.3 (Support) Bearing S is a rigid surface. Bearing AA Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 700-2276 F-G 1701 -3716 B - C 907 -2495 G -1 2007 -4584 C-E 343 -914 l-J 1495 -2855 D-F 1713-3762 J - K 1478 -2831 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1268-1224 P-0 3828 -1526 R-0 2156 -677 0-N 5679 -3282 Q-P 3812 -1519 N-M 5655 -3273 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 380-1312 T-F 208 -801 A-R 2154 -677 U-V 1593 -1376 R-13 201 -450 V-I 1260 -984 B-Q 217 -479 W-1 2023 -1991 Q-C 2010 -770 I-X 1884 -3052 Q-D 1306-2565 X-Y 2232 -3512 C-D 790-2191 Y-M 2251 -3540 D-E 1335 -580 M-K 3369 -1757 0-0 1705-1163 Z-M 199 -462 E-G 534-1404 Z-J 200 -463 0-U 1598-1389 K-L 952 -2018 T-0 208 -681 I vVMrrlirlU' r5.frkL4 /",iNU rULLUVV /LL IN6J I tO UN 1`110 L)N.PVViiNt.,t inland Empire Truss "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rr~ COMPANY truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae Ilisting this drawina indicates acceptance of professional engineering responsibility solelylor the design shown. The suitabiIi' and use of this 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 22757 I MONO Ply: 2 Job Number: R3444W_DV Cust R6852 JRef1XZ068520005 T73 / FROM: Qty. AVIARA WEST APARTMENTS DrwNo 129.24.1453.46527 Page 2 of 2 Truss Label: B7 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types C 58005 05/09/2024 clvlt_ PP CAL' "VVAKNINU^^ i<EJU RNU EULLUVV ALL NU I tzb UN I HI Ut<AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inaIled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of s 155 Harlem Ave drawing for any structure is the responsibility of the Building Oesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: aIpineitw.coTPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 138" 1566 19112 2412 208 354 62" 1134 62' 514 I T 4X4 H A 2708 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.123 H 999 240 VERT(CL): 0.276 H 999 180 HORZ(LL): 0.035 H - - HORZ(TL): 0.079 H - - Creep Factor: 2.0 Max TC CSI: 0.806 Max BC CSI: 0.635 Max Web CSI: 0.744 Ply: 1 Job Number: R3444W_DV Cust. R 6852 JRef: 1XZ068520005 T50 / AVIARA WEST APARTMENTS DrwNo: 129 24.145348434 Truss Label: B8 JCJ / GWH 05/08/2024 62" 514 214 438 4 31012 62" 1134 1348 19112 23112 2708 1410 4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: Il EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psI Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1 &Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1 &Bet.(g); Webs 2x4 DF-L Standard(g) W14, W17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 BC 26.71 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. VIEW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. N&C 58005 * 05/09/2024 * FCALIF A Maximum Reactions (Ibs) Gravity Non-Gravity Loc Ri- /R- /Rh /Rw /U /RL S 1320 I- I- /795 I- /154 L 1307 I- I- /781 I- Wind reactions reactions based on MWFRS S Brg Wid = 5.5 Min Req = 1.5 (Truss) L Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing S is a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42-1987 G - I 217 -2652 B-C 75-1810 l - J 139 -1574 E - F 219-2881 J - K 131 -1575 F-G 217-2642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1841 -155 0-N 2428 -189 Q - P 2445 -194 N-M 2428 -189 P-0 2457 -195 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 26-1264 0-F 52 -509 A-R 1831 0 0-I 388 -33 B-Q 51 -380 G-H 22 -447 Q-C 1559 -118 l - M 80 -1091 Q-E 156-1561 M-J 93 -443 C - E 181 -1925 M-K 1892 -152 E-0 562 -6 K-L 126 -1269 E-H 478 -7 VYKNIPIId rCp,L) /5iNU iULLUVV ALL NU I tj UN I Hlb ut4AvvINUl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8SBCA) 16r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have proper iv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing insalIed on the CLR per BCSI sections B3, B7, or B10 as applicable ADply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usncnrrru,r truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabili and use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust R 6852 JRef. 1XZ068520005 T51 / AVIARA WEST APARTMENTS DrwNo: 12924145347777 Truss Label: B9 JCJ / GWH 05/08/2024 658 1134 138" 1588 18112 23112 2708 658 4912 2412 208 3'5"4 4' 3101 C4X4 H 2708 658 4812 1 2412 4' 658 1134 138" 19112 1111 2 31012 23112 2708 Loading Criteria (ps TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 48.00 NCBCLL: 0.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure Closed Risk Category: 11 EXP: C Kzt: NA Mean Height: 24.50 ft Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: NA Pf: NA Ce NA ILL: NA Cs: NA Snow Duration: NA Building Code. TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac. Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.114 H 999 240 Loc R+ /R- /Rh /Rw /U /RL VERT(CL) 0.276 H 999 180 S 1320 /- /- /795 /- /154 HORZ(LL): 0.033 H - - L 1307 /- /- /781 /- HORZ(TL): 0.079 H - - Wind reactions based on MWFRS Creep Factor: 2.0 S Brg Wid = 5.5 Min Reg = 1.5 (Truss) Max TC CSI: 0.797 L Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CSI: 0.625 Bearing S is a rigid surface. Max Web CSI 0.744 Bearing L Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Corr- VIEW Ver: 23.01 .02.0731.17 A-B 42-1987 G - l 217 -26 B-C 75-1810 l - J 139 -15 E-F 219 -2661 J - K 131 -1575 F-G 217-2642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1841 -155 0-N 2428 -189 Q-P 2445 -194 N-M 2428 -189 P-O 2457 -195 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 26-1264 0-F 52 -509 A-R 1831 0 0-I 388 -33 0-C 1559 -118 G-H 22 -447 Q-E 156-1561 I - M 80 -1091 C-E 181 -1925 M-J 93 -443 E-O 562 -6 M-K 1892 -152 E - H 478 -7 K-L 126 -1269 C 58005 * 05/09/2024 * r/HU ikiNL) rULLUVV P,LL NO i tO UN i F1IO UN.P,VViiNWi Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f/r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral resLraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face oflruss and position as 1411116111*1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ii.....pi r.r..J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN-NYtruss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIif' and use of This 155 Harlem Ave drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(C)/10(0) Plate Type(s): Defl!CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.108 H 999 240 VERT(CL): 0.247 H 999 180 HORZ(LL): 0.037 H - - HORZ(TL): 0.090 H - - Creep Factor: 2.0 Max TC CSI: 0.471 Max BC CSI: 0.606 Max Web CSI: 0.708 Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R344W_DV Cust: R6852 JRef:1XZ068520005 T273 AVIARA WEST APARTMENTS DrwNo: 129.24.145348435 Truss Label: B10 JCJ / GWH 05/0812024 478 9812 122' 17104 21104 25104 27'08 478 514 254 584 4' 4' 124 4X4 H I; 2708 478 514 254 399 4' 4' 478 9812 122" 17104 21104 25104 2708 l'lo,'l 1401 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 It NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1 &Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw IU /RL U 1320 I- 1- /795 1- /154 M 1307 I- I- /781 I- Wind reactions reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.5 (Truss) M Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing U is a rigid surface. Bearing M Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 37-1796 G-1 212 -2671 B-C 63-1915 l-J 160 -1840 E-F 211-2659 J - K 153 -1841 F-G 211 -2656 K-L 33 -416 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1698 -166 Q-P 2544 -197 S - R 2698 -205 P-0 2544 -197 R-Q 2710 -205 0-N 540 -46 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-U 15-1281 1-0 65 -906 A-T 1742 0 0-J 84 -436 T-B 63 -484 0-K 1603 -124 S-C 1382 -82 K-N 144 -1241 S-E 135-1631 N-L 1338 -102 C-E 170-2036 L-M 96 -1291 D-E 53-401 No: C 58005 * 05/09/2024 * WARNING REAL) AND FOLLOW ALL NO I ES ON I HIS L)NAWIN(j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices orior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the (truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professionl enaineRring responsibility solely-for the design shown. The suitabilifS' and use of 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.org; SBCA: sbcacomponents.comjjC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Oust R6852 JRef:1XZ068520005 T274 AVIARA WEST APARTMENTS DrwNo: 12924.1453 45808 Truss Label: Bil JCJ / GWH 05/08/2024 I . 2 Complete Trusses Required 478 9872 122 17107 21'104 25107 270"8 12 D 4 o5 ~4X 10,5X3 BT 1 QX3 B2 113X10 O 16 A T4 II3X6 8X10 Iii 503 111.503 H0715 111606 477 517 2'5"4 39"6 4' 02"22-12 7 377 I'2 478 9872 122' 12104 21124 2t2l2 25104 2708 3'18 I 534 ----H T6,8 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: II EXP'C Kzt:NA DesLd: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi LI# Gravity Non-Gravity Pf: NA Ce' NA VERT(LL): 0.200 H 999 240 Loc RI- / R- I Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL). 0.251 H 999 180 U 2295 I- 12500 /795 /249 /1182 Snow Duration: NA HORZ(LL): 0.066 H - - M 5333 /-2803 I- /2147 /1698 /- HORZ(TL): 0.082 H - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 U Brg Wid = 5.5 Min Reg = 1.5 (Truss) CBC 2022 Max TC CSI' 0.225 M Brg Wid = 4.0 Min Reg = 2.8 (Truss) TPI Std: 2014 Max BC CSI: 0.309 Bearing U is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.825 Bearing M Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 .02.0731.17 A - R 71R-1A77 C - l 788 -31 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L SS(g), Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W15 2x6 DF-L SS(g); W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @6.75 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PLB: 5000 lb Conc. Load at (22.02,21.55) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. No C 58005 B-C 351 -2032 l - J 2396 -4L_ E -F 788 -3535 J - K 2530 -4403 F-G 788-3533 K-L 456 -856 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U-T 1256-1238 Q - P 4254 -1344 T - S 1859 - 332 ' P-0 4269 -1347 S - R 3269 -656 0-N 1148 -629 R-O 3283 -658 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-U 133-1116 X-Y 452 -273 A-T 1636 -213 0-Z 3671 -1916 T-B 102 -489 Y-0 1809 -2039 S-C 1714 -330 Y-Z 868 -867 S - E 536 -2283 Z -AA 3979 -2346 C - E 389 -2232 AA- K 4030 -2468 E-Q 478 -507 K-AB 1357 -2537 Q - l 973 -889 AB-N 1381 -2557 487-1318 N - L 2600 -1380 W-X 481-1312 L-M 1344 -2545 X-0 220-1072 * 05/09/2024 * ""WAKNINi'- KLAU AND t-OLLOW ALL NO I lt,i ON I H16 Dt-<AVVINOI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary 15511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mA' CO— truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use ofs 155 Harlem Ave drawing for any s6ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22689 I MONO Ply 2 Job Number: R3444W_DV Cust: R6852 JRef'1XZ068520005 T274 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.45808 Page 2 of 2 Truss Label: 611 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2803# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 * 05/09/2024 * OF CALAV&4~ WPKNIN(i P<JkU PNU t-OLLOW ALL NO I tb ON I Nib LJ1<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of 8C51 (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing in5'talled on the CLR per _permanent sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE J INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwcunussv Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of m 155 Harlem Ave Idrawing for any srructure is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T275 AVIARA WEST APARTMENTS DrwNo: 12924.1453.50933 Truss Label: B12 JCJ / GWH 05/0812024 656 1134 138" 15881 171041 21104 I 25104 2T0"8 658 4912 2412 208 2112 4' 4 1'2" (TYP) u'4X4 III 3X6 0 o6X8 =8X8 1111.5X3(") o 3X4 BP BX AX 1 BA II Aj~ iII3X6 AS AR AD AN AL AJ AH AA AE AD AB H0308 6X10 3X4 4X10 6X6 B2 4X6 2708 6'5"8 4912 2412 424 4 .1 124 658 1134 I 138" 1T10"4 21104 25104 2T08 Loading Criteria (pot) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf NA Ce: NA VERT(LL) 0.006 E 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.022 D 999 180 AU-166 I- I- /217 /93 /15 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.020 Q - - AN*176 I- I- /110 /3 I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL). 0.023 Q - - AU /-652 Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 TCDL: 10.8 psf BA /-376 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TIC CSI: 0.161 AQ 1-131 AN /-288 Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI' 0.232 AJ /-281 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.775 Loc. from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS GCpi. 0.18 Plate Type(s): AU Brg Wid = 136 Min Req = - Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 AN Brg Wid = 188 Min Req = - Lumber Additional Notes Bearings AU & AN are a rigid surface. Top chord 2x4 DF-L #1&Bet.(g) Uplift connections required. See uplifts in R- and U Members not listed have forces less than 375# T2 2x4 DF-L #2(g), columns of Maximum Reactions table. Maximum Top Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #2(g) See DWGS Al 1530ENC160118, GBLLETIN0118, & Chords Tens.Comp. Chords Tens. Comp. B2 2x4 DF-L #1&Bet.(g); GABR5T160118 for gable wind bracing and other A - C 1237 -1268 L -0 399 -362 Webs 2x4 DF-L Standard(g) requirements. C - F 737 -776 P - S 702 -706 Lumber shall be dried to a maximum moisture content F - J 998 -1010 S - V 725 -709 of 19% prior to installation. J - L 453 -449 V - Y 702 -694 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AU-AS 473 -473 AL-AJ 784 -764 (**) 1 plate(s) require special positioning. Refer to AS-AIR 1104 1103 AH-AE 735 715 scaled plate plot details for special positioning AR-AN 816 -799 AE-AD 732 -725 requirements. AN-AL 458 -449 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. Left end vertical exposed to wind pressure. Deflection ESS1 M-Q 634 -687 A-AU 660 -713 meets L/360. A -AR 1227 -1217 AL-S 875 -892 AR-F 739 -875 P-Q 375 -398 Right end vertical not exposed to wind pressure. F-AN 1079 -1111 S-AE 904 -942 Wind loading based on both gable and hip roof types. AN-J 353 -439 AE-Y 902 -924 AN- M 711 -754 Y -AB 495 -595 Gable Studs No. C 58005 J - M 569 -570 AB-Z 389 -400 Gable studs (dashed members) may be installed at 16" \ '* " oc with Wave plates. In lieu of plates use (3)16 ga. *" M -AL 360 -450 Z -AA 375 -394 05/09/2024 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face civl Maximum Gable Forces Per Ply (Ibs) for a total of (6) staples per connection. Gables Tens.Comp. Gables Tens. Comp. S c 2! C -AX 43 -376 BP-AJ 310 -407 AS-AX 59 -454 BX-AD 47 -375 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI anSBCA) f)S'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless otherwise, top have bottom have per noted chord shall properly attached structural sheathina and chord shall a properly Perris CA 92571 (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with iruss diagonal bracing in5'talled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of and the Joint Details, Refer to drawings 160Afor Refer shown above and on unless noted otherwise. -Z standard plate positions. job's position as to General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enneering responsibility solely-for the design shown. The suitability and use of this ai is 1 155 Harlem Ave North Building, 4th Floor drawing for any st1' ucture the responsibility of the Building'Designer per ANSI/TPI Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 22092 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T275 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.1453.50933 Page 2 of 2 Truss Label: B12 JCJ I GWH 05/08/2024 Loading P -BP 316 -415 Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 179.99 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No .'C 58005 * \ 05/09/2024 / * ~bolr ~CAUV:t~' VV1krcrI,P1%. r/\L, /,iNU rULLUVV ALL INU I VIN I riic, L)N.P,VV IiNL,! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI andSBCA) ffir satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with 'diagonal bracing insIalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of iruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN -PANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa I listing this drawina' indicates acceptance of professional enaineehng responsibility 501e1y70r the design shown. The suitability and use of 155 Harlem Ave drawing for any st'ructure is the responsibility of the BuiIding'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: BD Cust. R6852 JRef.1XZ068520005 T432 DrwNo: 129.241453.49200 JCJ I GWH 05/08/2024 41015 2114 11111 10 1514 4 176" 228 26'84 30108 511 514 2412 524 4' 424 m3X4 T3 12 0,5 2 3X4 113X4 4X8 H0308 —_6x8 m4X10 e6X10 6X6 —_4X6 30108 14 511" 514 214 ' ' 424 F7: '1" 10' 1514 1728 2284 I 2684 30108 256 402 1884 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.178 J 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.412 J 898 180 W 1503 /- /- /682 I- /39 BCDL. 10.00 Risk Category: 11 Snow Duration' NA HORZ(LL): 0.038 N - - N 1494 /- I- /863 /1 I- Des Ld 48.00 EXP: C Kzt: NA HORZ(TL): 0.090 N - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Mm Reg = 1.6 (Truss) Soffit: 2.00 TCDL' 10.8 psf CBC 2022 Max TC CSI: 0.595 N Brg Wid = 4.0 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.604 Bearing W is a rigid surface. Bearing N Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac' Varies by Ld Case Max Web CSI. 0.985 Members not listed have forces less than 375# Loc. from endwall. Any FT/RT'8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0 18 Plate Type(s). Chords Tens.Comp. Chords Tens. Corr Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 131 -1014 F-H 569 -21 Lumber Wind B-C 371 -3109 H - I 561 -21 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 418 -3097 I - K 659 -3311 T3 2x4 DF-L #1&Bet.(g); member design. D - E 376 -2383 K - L 362 -1828 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 73 -599 L - M 355 -1828 Webs 2x4 DF-L Standard(g) W21 2x4 DF-L #2(g); meets L/360 Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp Chords Tens. Comp. Plating Notes V-U 1073 -292 R-Q 3117 -594 Connectors in green lumber (g) designed using U - T 3295 -544 0 - P 2916 -562 NDS/TPI reduction factors. T-S 2865 -500 P-O 2916 -562 All plates are 1.5X3 except as noted. S - R 3103 -591 Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and A - W 142 -1506 E - F 458 -2375 connections are to be designed by Engineer of Record A - V 1475 -122 F - G 717 -156 Drag Loads: Force(#) (PLF) Mbr Start End V-6 91 -1068 F - Q 548 -112 Case 1: 4867 180.00 TC -0.25 26.79 B - U 2425 -273 G - I 157 -862 4867 BC 26.71 ESSI U-C 156-1285 Q-H 162 -627 Truss checked for 300# movable concentrated load C-T 46 -640 Q - K 595 -98 along Top Chord, nonconcurrent with design gravity 269 -1388 T - D 444 -17 K-0 loads - D-S 127 -838 O-L 77 -434 Truss checked for 250# movable concentrated load S-E 1977 -374 O-M 2199 -423 along Bottom Chord, nonconcurrent with design 285 -1455 S - F 358 -1679 M - N gravity loads. No. C 58005 Purlins 05/09/2024 111 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. CIV CALW2 ' WAKNINtj .hAU AND i-OLLOW ALL NO i 1=6 ON i H16 Dt<AWiN(dl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary 1951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssvcoepssr truss in conformance with ANSI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any structure is the responsibility of the Building ijesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: aipineitw.com1 TPI: tpinst.org; SBCA: sbcacomponents.corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Cust: R 6852 JRef: 1 XZ068520005 T435 DrwNo: 129.24145344871 JCJ / GWH 05/08/2024 176" 2284 2412 524 m3X4 3X4 M m8X10 12 0.5 KL m4X8 2684 30108 4' 424 ru5X6 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: BE 31111 61015 1 10 1514 31111 2114 311 514 I 12 4X4 iV "4 B t3X4 5X6 3612 3612 T3 o 3X4 3X4 EF IN V U T S R fl 110308 m6X8 m4X10 m6X10 m6X6 30108 - 5108 514 214 4' 4' 8 2 4 26 424 10' 1514 172 28 84 30108 68 418 1512 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/detl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.298 F 999 240 Loc Ri- I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.646 F 573 180 Z 1503 1- I- /902 1- /156 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.082 B - - 0 1493 I- I- /893 I- I- Des Ld: 48.00 EX P: C Kzt: NA HORZ(TL): 0.199 B - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 Z Big Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.850 Q Big Wid 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 6.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.684 Bearing Z is a rigid surface. Bearing 0 Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.981 Members not listed have forces less than 3754 Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 4-1940 H-J B - C 23 -1647 I - K 0 -597 162 -2775 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 0 -1297 K - L 161 -2754 T3 2x4 DF-L #1&Bet.(g); member design. D - E 0 -1872 L - N 171 -3309 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 0 -2978 N-0 105 -1827 Webs 2x4 DF-L Standard(g) W4, meets U360. F - G 7 -3080 0- P 99 -1828 W5 2x4 DF-L #1&Bet.(g); W21 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. G - H 46 -2380 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using Y - X 1790 -142 U - T 3112 -155 NDS/TPI reduction factors. X - W 2163 -151 T - S 2915 -143 All plates are 1.5X3 except as noted. W.V 2941 -117 S - R 2915 -143 V-U 3098 -154 Loading Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply (Ibs) 4867 # ( 180.00 plf) along top chord, from either Webs Tens.Comp. Webs Tens Comp direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. A- Z 0 -1565 I - J 691 0 Drag Loads: Force(#) (PLF) Mbr Start End A- Y 1989 0 I - T 552 0 Case 1: 4867 180.00 TC -0.25 26.79 ESSI C - D 469 0 J - L 16 -877 4867 BC 26.71 Truss checked for 300# movable concentrated load D-X 62 -894 T-K D -AA 913 0 T - N 42 -636 593 -13 along Top Chord, nonconcurrent with design gravity 63 -1388 AA-W 836 0 N-R loads. G-V 35 -946 R-O 82 -434 Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design No. C 58005 V - H 2025 -71 R - P V-I 120-1705 P-Q 2198 -113 98 -1455 gravity loads. H - I 141 -2334 05/09/2024 * Purlins In lieu of structural panels use purlins to brace all flat Cov TC @ 24" oc. OF VVMNNINr.d NP,L) P,iNU IL)LLUVV ALL NU I Iz0, UN i I-ItO, Ljrv\VViINL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) Tor safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face ofruss and position as 1.41161111.1, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not e resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover pane listing this drawina indicates acceptance of professional enalneering responsibility solelylor the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the BuildingOesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef. 1XZ068520005 T436 AVIARA WEST APARTMENTS DrwNo: 129.24145352512 Truss Label: BF JCJ / GWH 05/08/2024 5311 2114 418 547 10 1514 17'S' 22'8"4 2684 30108 4'18 1215 185 514 2412 524 4' 424 I C4XI UI Y I;3x4 C3X4 m3X4 M 5X8 5X6 TI 0 H0308 6X8 4X10 41" 0-8 41" 1'i"8 5108 514 10' 1514 30108 214 4' 170-81 I 2284 1512 H 4 4' 4'2"4 2654 3010'S Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIJCSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed' 95 mph Pf: NA Ce: NA VERT(LL): 0.255 F 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.582 F 636 180 Y 1508 I- I- /903 I- /156 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.076 E - - Q 1494 /- I- /892 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.184 E - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0,897 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL' 6 0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI' 0.561 Bearing Y is a rigid surface. Bearing 0 Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.839 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 4-1957 H-J 0 - 11 Lumber Wind B-E 29-1692 I - K 160 -2T_ Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 0 -1422 K - L 159 -2752 T2 2x4 DF-L #1&Bet.(g); member design. D - F 0 -1609 L - N 168 -3312 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 24 -1565 N-0 104 -1828 Webs 2x4 DF-L Standard(g) W3, meets L1360. F - G 2 -2972 0- P 98 -1829 W4 2x4 DF-L #1&Bet.(g); W20 2x4 DF-L #2(g); Rioht end vertical not evnosed to wind nrpssiirp G - H 44 -2390 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC -025 26.79 4867 BC 26.71 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind loading based on both gable and hip roof types. oC58005 * 05/09/2024 * Civt 9 CAUV7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 2071 -149 U-T 3112 -153 W-V 2953 -113 T-S 2918 -141 V-U 3098 -152 S-R 2918 -141 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 0-1459 I-J 679 0 A-X 1938 0 I-T 558 0 X-C 54 -655 J - L 16 -885 C-W 982 0 T-K 41 -640 D-E 555 -17 T-N 593 -12 G-V 33 -958 N-R 62 -1390 V - H 2064 -70 R -0 82 -434 V-I 119-1702 R-P 2200 -112 H - I 139-2329 P-Q 97 -1456 WAkNINt.r KbAU AND l-OLLL)W ALL Ni.) I 1=6 ON 1 M16 UNAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (50-1)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous fateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,1L_PI r'ej E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uuinwcowusv truss in conformance with ANSI PI 1 or for handling shipping, installation and bracin9 of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabilifS' and use of This 155 Harlem Ave drawing for any s!ructure is the responsibility of the Building Oesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine aIpineitw.comTPi: tpinstorgjSBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Cust. R6852 JRef;1XZ068520005 T63 / AVIARA WEST APARTMENTS DiwNo: 129.241453.53840 Truss Label: BG JCJ / GWH 05108/2024 I " . 2 Complete Trusses Required 693 961 15412 17 . 1 2 1'1..1"31778 418 2711 2114 585 214 53 I 778 1111,5X3 4X4 M 1111 5X2 ~06 0368 8X8 *4X6 *8012 *10410*828 1111533 8X12 112.544 III 553 A 30178 6712 • 57 274 878 357 427 10712 154'12 26'll"12 l`711 04 181112 I 38 I 84 1811'12 788 I mulo A 31012 3010"8 I 44 -H Loading Criteria (psi') Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph P1: NA Ce: NA VERT(LL): 0.393 M 941 240 Loc R+ / R- / Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.492 M 752 180 Y 2432 /-170 /2500 /918 /696 /1550 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.105 B - - 0 5166 /-2232 I- /2434 /2154 I- EXP: C Kzt: NA Des Ld: 48.00 -IORZ(TL): 0.132 B - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 P Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.560 Q Brg Wid = 4.0 Mm Req = 2.8 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Bearing Y is a rigid surface Bearing Q Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.800 Members not listed have forces less than 375# Loc from endwall: Any FT/RT:8(01/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 IWAVE, HS VIEW Ver: 23.01. Lumber Loading A-13 469-1678 H-J 431 -1178 B - E 397 -1475 I - K 1825 -4384 Top chord 2x4 DF-L #2(g) Truss checked for 300# movable concentrated load C - D 628 -1840 K - L 1812 -4326 T3 2x4 DF-L #1&Bet.(g); 14 2x6 DF-L #2(g); along Top Chord, nonconcurrent with design gravity D - F 667 -1965 L - N 2197 -5444 Bot chord 2x10 DF-L #2(g) Bi, loads. E - F 386 -1419 N-0 1747 -3614 B2 2x6 DF-L SS(g) ; Webs 2x4 DF-L Standard(g) Truss checked for 250# movable concentrated load F - G 1024 -3255 0 - P 1734 -3596 W16 2x4 DF-L #1&Bet.(g); W17 2x6 DF-L #2(g); W18, along Bottom Chord, nonconcurrent with design gravity loads G - H 1119 -3145 W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Purlins Maximum Bot Chord Forces Per Ply (Ibs) 0119% prior to installation. In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. Nailnote TC; @24'oc. Y-X 1252-1240 U-T 4599 -1784 Laterally brace bottom chord above filler with purlins X -W 1777 -516 T -5 6468 -3460 Nail Schedule: 0.131"x3", mm. nails Top Chord: 1 Row @11.00" o.c. at 24" OC. W-V 3223 -1006 S-R 6445 -3453 Bot Chord: 1 Row @12.00' o.c. - U 4579 -1777 Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-Y 331 -1174 Z-T 279 -877 (Lumber Dur.Fac.=1 .60 / Plate Dur.Fac.=1 .25) A - X 1668 -464 Z - K 279 -878 TC: From 78 p11 at 0.00 to 78 p11 at 2.68 X - C 205 -633 AA-AB 1623 -1290 TC: From 76 p11 at 2.68 to 76 p11 at 5.62 1293 -005 C-W 1500 -518 AB-N TC: From 78 pif at 5.62 to 78 p11 at 15.75 - G-V 14 -432 AC-N 1930 -1950 TC: From 76 p11 at 15.75 to 76 p11 at 26.79 V-H 2519 -936 N-AD 1801 -3098 BC: From 20 p'1 at 0.00 to 20 p'1 at 26.79 V-1 1370 -2824 AD-AE 2140 -3547 PL: 5000 lb Conc. Load at (18.94,20.99) No. C 58005 H - I 966 -2749 AE- R 2156 -3570 Plating Notes l-J 1761 -676 R-P 4265 -2055 Connectors in green lumber (g) designed using 05/09/2024 / 201 -451 1 l - -T 908 1235 AF-R J - L 669-1808 AF-O 203 -453 NDS/TPI reduction factors. T-AA 1628-1279 P-Q 1128 -2546 All plates are 3X4 except as noted. OF CAUIF1.25 plate duration factor used. ***** WAKNIN(j' I<EAV ANL) frOLLOVV ALL NO i tb ON i Hlb L)I<AWiNGI inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St rrusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 ,ornponent Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 racing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral reslraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as alll¼. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN nV COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabili1 and use of this drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22788 / SPEC Ply: 2 Job Number: R3444W_DV Cust: P6852 JRef:1XZ068520005 T63 / FROM Qty. AVIARA WEST APARTMENTS DrwNo: 129.24.1453.53840 Page 2 of 2 Truss Label: BC JCJ I GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2232# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# per a division of r any structure is the responsibility 01 th information see these web sites: Alpine: NoC 58005 * 05/09/2024 1/ ClVL AWING! UDING THE INSTALLERS efer to and follow the latest edition of BCSI (Build or ulu, as applicaoie. ppiy piat to eacn race OT truss ana position as Refer to drawings 160A-Z for standaesrd plate positions. Refer to jobs Genert not be responsible for any deviation from this drawing, any failure to build the g, installation and bracing of trusses. A seal on this drawing or cover pag eri ng responsibility solely-for the design shown. The suitability and use of tIlls tigner per ANSI/TA 1 Sec.2. ; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN ITW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.481 G 771 240 VERT(CL): 0.600 G 617 180 HORZ(LL): 0.156 B - - HORZ(TL): 0.195 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.738 TPI Std: 2014 Max BC CSI: 0.455 Rep Fac: Varies by Ld Case Max Web CSI: 0.813 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T74 / AVIARA WEST APARTMENTS DrwNo: 129 24.1453.49496 Truss Label: BH JCJ / GWH 05108/2024 2 Complete Trusses Required 411 603 10' 104"12 176" 2774 2684 30108 4711 12/3 38'S 214 014 41 424 12 tex T1 P I i :X 8l w 030 520 6 rl 0 17334 4X6 4X4 8Xl2 lOX1O 3X4 8Xl2 Il3Xl0 IT S......0472 214 378 4'1" 424 310' 47 10' 16432 770' 2274 26'0'4 30104 i 11212 l- 181112 I 376 I 654 761 I 421-----1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: ' 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W16,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @11.00"o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 4.68 TC: From 76 plf at 4.68t0 76 plf at 13.13 TC: From 78 plf at 13.13 to 78 plf at 15.75 TC: From 76 plf at 15.75t0 76 plf at 26.79 BC: From 20 plf at 0.00 to 20 plf at 26.79 PL: 5000 lbConc. Load at (18.94,21.06) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Brace interior top chords of all trusses with purlins at 24" o/c. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw IU /RL Y 2426 1-175 /2500 /915 /699 /1550 Q 5161 1-2238 I- /2431 /2157 Wind reactions reactions based on MWFRS V Brg Wid = 5.5 Min Req = 1.5 (Truss) Q Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing Y is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 455-1612 H-J 433 -1176 B-E 338-1251 I - K 1833 -4418 C-D 663-1949 K-L 1819 -4360 D-F 699-2041 L-N 2204 -5439 E-G 323 -1176 N-0 1751 -3611 F-G 819-2034 0-P 1738 -3593 G-H 1119-3106 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Comp Y-X 1251 -1241 U-T 4613 -1797 X - W 1866 -530 T - S 6460 -3467 W - V 3054 -069 S - R 6437 -3460 V-U 4594 -1769 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 318-1118 Z-T 271 -839 A-X 1606 -451 Z-K 271 -840 X-C 229 -715 AA-AB 1620 -1285 C-W 1210 -442 AB-N 1287 -898 F-V 80 -433 AC- IN 1927 -1946 J-H 2337 -889 N-AD 1802 -3089 V-I 1373-2801 AD-AE 2144 -3540 H - I 1000 -2848 AE- R 2160 -3564 1-1 1831 -699 R-P 4260 -2060 l-T 1864-1235 AF-R 201 -452 J - L 656-1746 AF-0 202 -454 T-AA 1625 -1274 P-Q 1131 -2543 No: C 58005 * 05/09/2024 CIV OF I "WARNING" READ AND FOLLOW ALL NO I ES ON I HIS DRAWINO! Inland Empire Truss *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insalled on the CLR per BCSI sections B3, B7, or 810 as applicable. Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae lusting this drawina indicates acceptance of professional enaineerin3 responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the BuildingOesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 SEQN 22790 / SPEC Ply: 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520005 174 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24 1453.49496 Page 2of2 Truss Label: BH JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2238# MAX from a non-wind load case requires uplift connection. See Maximum Reactions The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OP CAIJIM WAMNINti AU ANU 1-OLLOW ALL NO I bS ON I i-ItS UKAWIN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) f5'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, anyfailure to build the AN ITW COMPANY truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of Pis 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine. alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw IU IRL AA 1508 I- I- /904 I- /156 S 1494 I- I- /891 I- Wind reactions reactions based on MWFRS AA Brg Wid = 5.5 Min Req = 1.6 (Truss) S Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing AA is a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 8-1941 l-J 34 -2248 B-D 45-1733 J - L 0 -602 C-E 0 -980 K-M 155 -2856 D-G 74-1711 M-N 154 -2836 E - F 0 -914 N-P 160 -3319 F-H 0-1025 P-Q 101 -1828 G - l 82-1588 Q - R 94 -1828 H - I 0 -943 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 2000 -158 W-V 3155 -145 Y-X 2399 -87 V-U 2916 -135 X-W 3142 -144 U-T 2916 -135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 0-1459 K-L 857 0 A-Z 1914 0 K-V 493 0 Z-C 57 -645 L-N 10 -762 C-Y 568 0 V-M 38 -567 F-G 401 0 V-P 604 -9 (-J 1530 -51 P-T 58 -1389 X-K 115-1622 T-R 2198 -108 J - K 136-2566 R-S 95 -1455 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.228 I 999 240 VERT(CL): 0.553 I 669 180 HORZ(LL): 0.066 D - - HORZ(TL): 0.162 D - - Creep Factor: 2.0 Max TC CSI: 0.801 Max BC CSI: 0.579 Max Web CSI: 0.893 Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T65 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453.54246 Truss Label: BJ JCJ I GWH 05/08/2024 4'1"8 6'1V6 IOC'7 13511 1,7.6 2210" 2684 30108 418 2914 256 2114 2412 54" 3104 424 Ill. 5X4 3X4 310" 511" 514 23" 4'112 3104 424 310" 41" 10' 1514 1744 2210" 2684 30108 14" 1884 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA DesLd: 48.00 Mean Height: 24.50 It NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Brace interior top chords of all trusses Top chord 2x4 DF-L #2(g) with purlins at 24" 0/c. T2 2x4 DF-L #1 &Bet.(g); Sot chord 2x4 DF-L #1&Bet (g) Webs 2x4 DF-L Standard(g) W3, W172x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat ESSI TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection No. C 58005 meets L/360. Right end vertical not exposed to wind pressure. 05/09/2024 ) Wind loading based on both gable and hip roof types. '4F CALAV VVMIPd., RtkU/'tNL) rULLUVV /ALL i'4Uit0 WIN it-li LirvsVVINr., **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St handling Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) satety practices prior to performing these functions. Installers shall provide temporary bracing aer SCSI. Unless noted Otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins on the CLR per SCSI sections B3, B7, or B10, as applicable ADpIy plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANIMCOMPANY ANSI/WI 1 for handling, truss in conformance with or shipping,, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enalneerin9 responsibility solely-for the design shown. The suitabilifç' and use of this drawing for any structure is the responsibility of the BuiIding'Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520005 T66 / AVIARA WEST APARTMENTS DrwNo: 12924.1453 55715 Truss Label: BK JCJ / GWH 05/08/2024 418 298 14" 14" 11113 14107 176' 2284 2610' 7911 2114 279 524 4112 30108 408 H2's"H 3X4 3X4 Al 12 3X' 4 - 12 0.5 C AH AL B C A0 T I 54X4 : II BR BR B 60 111306 85 BM BL Ill 503('lX4 4 BJ 81 BR BG BE BC 88 BA AY AV 3X4 5XB B2 3XB 3X8 AS 6X6 14" 12" T71 51 ' 30108 511" 514 23" 4' 4112 10' 1514 I 17441 2264 2610" 408 30106 : Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.008 V 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.015 L 999 180 BO*164 / I- /207 /86 /43 BCDL: 10.00 Risk Category:! Snow Duration: NA HORZ(LL): 0.027 L - - BE* 189 I- 1- /127 /19 / EXP: C Kzt: NA DesLd' 4800 _____________________ HORZ(TL): 0.032 L - - BO /-952 Mean Height 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 BL /166 TCDL' 10 8 psf Soffit: 2.00 BCDL' 60 psf CBC 2022 Max TC CSI: 0.388 BY L460 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.218 BH BG /-102 /-130 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac' Varies by Ld Case Max Web CSI: 0.492 BE 1-548 Loc. from endwall: Any FT/RT:8(0)/10(0) BB /-297 GCpi: 0.18 Plate Type(s): BA /-141 Wind Duration' 160 WAVE VIEW Ver: 23.01.02.0731.17 AS /463 Lumber Gable Studs Wind reactions based on MWFRS Top chord 2x4 DF-L #2(g) Gable studs (dashed members) may be installed at 16" BO Brg Wid = 182 Min Req = - Bot chord 2x4 DF-L #2(g) oc with Wave plates. In lieu of plates use (3)16 ga. BE Brg Wid = 188 Min Req = - B2 2x4 DF-L #1&Bet.(g); 1/2 x 1.75" wire staples (0.064 Dia ) Toe nailed Bearings BO & BE are a rigid surface. Webs 2x4 DF-L Standard(g) through chord into web & web into chord on one face Members not listed have forces less than 375# Lumber shall be dried to a maximum moisture content for a total of (6) staples per connection. Maximum Top Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp Chords Tens. Comp. Additional Notes Plating Notes Uplift connections required. See uplifts in R- and U A-B 1421 -1457 V-Y 649 -651 Connectors in green lumber (g) designed using columns of Maximum Reactions table B-C - D 1153 -1186 899 -928 AA-AD AD-Al 524 -524 C 443 -457 NDS/TPI reduction factors. See DWGS A11530ENC160118, GBLLET1N0118, & D-V 724 -758 AH-AL 634 -633 All plates are 1.5X3 except as noted. GABRST1 60118 for gable wind bracing and other E - R 522 -515 AL-AO 761 -751 requirements. (**) 1 plate(s) require special positioning. Refer to R - U 1298 1318 AO-AR 694 -690 scaled plate plot details for special positioning U - Y 1271 -1267 requirements. Purlins Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat TC@24"oc. BL-BJ 1344 -1328 BB-AY 766 -755 BJ-BI 880 -863 AY-AV 685 -673 Wind BI-BE 887 -861 AV-AS 727 -726 Wind loads based on MWFRS with additional C&C 419 -401 BE-BC member design. Left end vertical exposed to wind pressure. Deflection Maximum Web Forces Per Ply (Ibs) meets U360. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. No. C 58005 A -BO 963 -1024 AA-AC 853 -866 Wind loading based on both gable and hip roof types. \\ 1 II A-BP 1476 -1455 AC-AD 382 -506 Brace interior top chords of all trusses 05/09/2024 f ' BP-BR BR-BL 1476 -1460 AC-BB 772 -826 with purlins at 24" 0/c. 1473 -1460 AD-AH 460 -444 E-Bl 572 -573 BB-AL 643 -863 Op BI- R 645 -811 AL-AV 895 -920 R -BE 851 -887 AV-AR 835 -844 OO A7A .RR QO A71,-rip "WARNING" '(hAD AND 1-OLLOW ALL NO I ES ON I HIS DRAWING! . Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f/r safety practices prior to performing these functions. Installers shall provide temporary (9511300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of'webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of 'truss and position as 14111611.1, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General rj E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the unrrwcs,rusn truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing, or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Build ing'Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 22795 / GABL Ply: 1 Job Number: R344W_DV Gust: R6852 JRef.1XZ068520005 166 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.55715 Page 2 of 2 Truss Label: BK JCJ / GWH 05108/2024 Loading BE-AC 788 -823 Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either Maximum Gable Forces Per Ply (Ibs) direction, to supports where indicated. Diaphragm and Gables Tens.Comp. connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End BJ-BW 56 -462 Case 1: 5557 180.00 TC -4.08 26.79 4822 179.99 BC 0.00 26.79 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No C 58005 05/09/2024 Civit- p CAL2 WAKNIN(i F<bAU AND -OLLOW ALL NO I Lb ON I HIS Di<AWINI.i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSl. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITVV BuildingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN ~ COMPANY truss in conformance with ANSI/WI 1, or for handling, shipping,, installation, and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the BuildingiJesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - - I x3X4 Ii 111H0308 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T67 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453.54574 Truss Label: BL JCJ / GWH 05/08/2024 418 12211 15115 176" 2284 2684 30108 418 813 2114 241 524 4' 4'2"4 F -1 - 264 .".'l 6X6('( 3X4 4X4 C3X4 AJ 30108 28' 62" 514 214 4' 4' 424 28" 10' 1514 1728 2284 2684 30'10"8 18 4 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.009 AJ 999 240 Loc R+ I R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.015 M 999 180 BP* 141 I- I- /190 /75 /161 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.042 AT - - BG*179 I I- /87 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.048 AT - - BP 1-643 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 10.8 psf Building Code: Creep Factor: 2.0 BZ /544 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.404 BI /-102 BH 1-300 Load Duration' 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.318 BF 1-274 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.534 BE /-191 Loc, from endwall: Any FT/RT:8(0)/10(0) BC /-511 GCpi: 0.18 Plate Type(s). BB /-260 Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 AZ /-168 Lumber Gable Studs AW /-124 Top chord 2x4 DF-L #2(g) Gable studs (dashed members) may be installed at 16" AT /-194 T3 2x4 DF-L #1&Bet.(g); oc with Wave plates. In lieu of plates use (3) 16 ga. Wind reactions based on MWFRS Bot chord 2x4 DF-L #2(g) 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed BP Brg Wid = 154 Min Req = - Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); through chord into web & web into chord on one face BG Brg Wid = 216 Min Reg = - Lumber shall be dried to a maximum moisture content for a total of (6) staples per connection. Bearings BP & BG are a rigid surface. of 19% prior to installation. Members not listed have forces less than 375# Additional Notes Maximum Top Chord Forces Per Ply (Ibs) Plating Notes Uplift connections required. See uplifts in R- and U Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using columns of Maximum Reactions table. A - D 977 -1008 AA-AB 553 -526 NDS/TPI reduction factors. See DWGS A11530ENC160118, GBLLET1N0118, & D-W 1180 -1157 AD-AH 631 -640 All plates are 1.5X3 except as noted. GABRST1 60118 for gable wind bracing and other S - V 1124 -1149 AE-AJ 442 -457 requirements. (**) 2 plate(s) require special positioning. Refer to V - X 982 -946 AHA1 624 -630 scaled plate plot details for special positioning W -AA 1098 -1093 Al-AM 1069 -1008 requirements. X -kA 1090 -1095 Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all fiat Chords Tens.Comp. Chords Tens Comp TC @ 24" oc. BP-BO 2069 -2008 BH-BF 1258 -1225 Wind ESSI BO-BN 1803 -1802 BF-BD 1525 -1505 Wind loads based on MWFRS with additional C&C BN-BM 1563 -1562 BD-BC 1144 -1123 member design. BM-BK 2273 -2261 BC-AZ 1305 -1294 Left end vertical exposed to wind pressure. Deflection BK-BJ 1763 -1751 AZ-AW 586 -574 meets U360. BJ-BH 1613 -1582 AW-AT 727 -726 Right end vertical not exposed to wind pressure. 58005 No. C Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Brace interior top chords of all trusses * 05/09/2024 * with purlins at 24" 0/c. A-BP 656 -713 BF-AB 730 -827 CIVO... A -BQ 1023 -1008 AB-AD 1435 -1451 BQ-BS 1022 -1012 AD-AE 639 -763 BS-BM 1020 -1012 AD-BC 573 -631 E -BJ 408 - 398 AE-AI 721 -705 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f8'r safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless noted top have bottom per oTherwise, chord shall properly attached structural sheathing and chord shall a properly temporary. have (951(300-1758 attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intalIed the CLR BCSI B3, B7, BiD Apply to face 'truss on per sections or as applicable plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. position as to job's General Notes page for additional information. i...pi E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page usrrwcwrusv 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely or the design shown. The suitabilifçi and use of this drawing for any sfr'ucture is the responsibility of the BuildingDesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22797 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520005 T67 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24 1453 54574 Page 2of2 Truss Label: BL JCJ / GWH 05/08/2024 Loading BJ-S 691 -844 AM-AW 686 -710 Truss transfers a maximum horizontal load of S -BF 925 -955 AWAS 381 -390 5557 # ( 180.00 plf) along top chord, from either V - W 400 -553 direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Maximum Gable Forces Per Ply (Ibs) Drag Loads: Force(#) (PLF) Mbr Start End Gables Tens.Comp. Gables Tens. Comp. Case 1: 5557 180.00 TIC 0.00 30.87 5557 17999 BC 0.00 30.88 BK-BX 56 -430 BH-CB 325 -445 Truss designed to support 1-0-0 top chord outlookers CB- X 369 -511 and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. NoC 58005 * 05/09/2024 * vvAIr NP,L) AND NJLWVV ALL NO I tb ON I Nib UI(AVVINt Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ro'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with ldiagonal bracing inslalled on the CLR per BCSI sections 83, 87, or B10, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawina indicates acceptance of professional enaIneering responsibility solely -for the design shown. The suitabilif and use ofs 155 Harlem Ave Idrawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R344.4W_DV AVIARA WEST APARTMENTS Cust: R6852 JRef:1XZ068520005 T68 / ENTS DrwNo: 129.24.1453.52746 Truss Label: BM JCJ / GWH 05/08/2024 17119, 1969 I 2'0"11 206 418 62 10' 14211 15'"4 176" 2284 261112 30108 418 208 310' 4211 108 '1 3112 438 31012 3X4 o 3X4 6X8 l0X10 R JK T3 M I 12 IIAE D MAC AB AA Zy B2X W Mv I!I3X6 4X4 4X4 6X10 3X8 6X10 6X6 6412 A 24512 310" 2'4" 310" 514 214 4' 43"8 31012 310" 62" 10' 1514 1728 2284 261112 30108 1512 H 4 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 95 mph Pf: NA Ce: NA VERT(LL)' 0.130 R 999 240 Loc R+ I R- I Rh / Rw / U / RL AE 1053 I- I- /445 I- /172 BCLL: 000 Enclosure: Closed Lu. NA Cs NA VERT(CL): 0.425 R 692 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 R - - AC 1603 I- I- /674 I- I- Des Ld: 48.00 EXP: C Kzt: NA -tORZ(TL): 0.128 R - - V 1895 I- I- /824 I- I- Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TIC CSI: 0.903 AE Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist 010 h/2 TPI Std. 2014 Max BC CSI. 0.760 AC Brg Wid = 5.5 Min V Brg Wid = 4.0 Min Req = 1.5 (Truss) Req = 2.0 (Truss) Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.930 Bearings AE, AC, & V Fcperp = 625psi. Loc. from endwall: Any FT/RT.8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration- 1.60 WAVE VIEW Ver: 23.01 020731.17 Chords Tens.Comp. Chords Tens. Con Lumber Wind A-B 0-1158 K-M 92 -1C_.. Top chord 2x4 DF-L #1&Bet (g) T3, Wind loads based on MWFRS with additional C&C B - D 0 -1097 L - M 508 -126 T4 2x4 DF-L #2(g); member design. C - E 0 -1219 N - R 27 -521 Bot chord 2x4 DF-L #2(g) Left end vertical exposed to wind pressure. Deflection D - G 38 -1212 0- P 173 -4087 B2 2x4 DF-L #1&Bet.(g); meets U360. Webs 2x4 DF-L Standard(g) W4,W20, E - H 0 -1337 P-Q 171 -4085 W24 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. G - K 85 -1142 0-5 171 -4082 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. H - I 0 -1218 S - T 119 -2310 of 19% prior to installation. T-U 111 -2310 l - J 0-1505 J - L 0-1466 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp Chords Tens. Comp. All plates are 1.5X3 except as noted. AD-AC 1023 -115 Z - Y 3822 -148 AC-AB 1025 -115 Y-X 3641 -153 Loading AB-AA 2284 -68 X-W 3641 -153 Truss designed to support 1-0-0 lop chord outlookers AA- Z 3804 -147 and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens.Comp. Truss checked for 300# movable concentrated load ESSI along Top Chord, nonconcurrent with design gravity loads. A -AE 0 -982 A-AD 1074 0 L-0 116 -2782 N-a 71 -760 Truss checked for 250# movable concentrated load AD- C 25 -624 0 - Y 585 -12 along Bottom Chord, nonconcurrent with design C-AF 1241 0 O-R 769 0 gravity loads. D-E 66 -794 Y-P 45 -814 No. C 58005 E-AF 17-1078 Y-S 536 -60 Purlins AF-AB 1278 0 Q - R 17 -636 In lieu of structural panels use purlins to brace all flat 05/09/2024 S - W 60 -1701 AC-AF 84 -1242 TC @ 24' oc. CIVI / AB- I 87 -481 G69 -H -476 W - T 90 -490 W2777 -U -128 Brace interior top chords of all trusses OF with purlins at 24" o/c. AA-L 2290 -93 U-V 110 -1871 AA-O 169 -2672 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI ana'SBCA) f5'r salety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless top have bottom of BCSI (Building temporary. have Perris CA 92571 (951)300-1758 per noted otherwise, chord shall oroperlv attached structural sheathina and chord shall a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal installed BCSI bracing on the CLR per sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as S above and on the Joint Details, unless noted Refer to drawings 160A-Z for Refer to General otherwise. standard plate positions. Notes page for additional information. job's ..i L.JI FJ E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN nINCONWANY truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawinq or cover paae listing this drawina' indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor -Designer drawing for any sfructure is the responsibility of the Building per ANSI/TfI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Additional Notes Negative reaction(s) of -2269# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# A-Y 306-1139 Z-T 250 -811 A-X 1620 -429 Z-K 250 -812 X-C 193 -613 AA-AB 1585 -1192 C-W 1415 -479 AB-N 1252 -803 G-V 14 -440 AC-N 2025 -1991 k/ - H 2445 -891 N-AD 1896 -3328 V-I 1315 -2716 AD-AE 2245 -3802 H - I 920 -2670 AE- R 2264 -3834 l - J 1630 -616 R-P 3611 -1768 I-T 1741 -1167 AF-R 200 -459 J - L 610 -1681 AF- 0 201 -461 T-AA 1590-1181 P-Q 958 -2159 No C 58005 05/09/2024 CIVIL * SEQN. 24456 MONO Ply. 2 Job Number: R3444W_DV Cust. R6852 JRef: 1)(Z068520005 1608 FROM: AVIARA WEST APARTMENTS DrwNo: 130 24.1817.09020 Page 1 of 2 Truss Label: BN / GWH 05/09/2024 2 Complete Trusses Required 470 6V3 l3(1"4 76 23ri12 261712 30178 476 2773 17i¼ S4"13 24'32 S3"12 Oil" 3(10"l2 03X6 lo H 12 o5 - 4M - ;~J T T T~ r - 1133(3 4X8 3Xl0 l0Xl6 1 1 15X4 1113(3 -6 6 (11710 306"8 I I I i 11 25~ 12 I I I 1111,12 I 373 F 834 131112 I 766 I 4'24 -H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Ell, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W8,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @10.00 o.c. Bot Chord: 1 Row @12.0011 o.c. Webs :1 Row @ 411 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.379 M 959 240 Loc R+ I R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.475 M 765 180 Y 2361 /-103 /2500 /887 /644 /1541 Snow Duration: NA HORZ(LL): 0.102 B - - AG 5266 /-2269 /0 /2468 /2176 /0 '-IORZ(TL): 0.127 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.537 TPI Std: 2014 Max BC CSI: 0.518 Rep Fac: Varies by Ld Case Max Web CSI: 0.737 FTIRT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.073' Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu: of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins 24" o.c. I Brg vvia = 5.5 Min '<eq = 1.0 (iU55) AG Brg Wid = 5.5 Min Req = 2.5 (Support) Bearing Y is a rigid surface. Bearing AG Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1.17 A-B 434-1630 H-J 393 -1096 B - E 361 -1418 I - K 1730 -4191 C-D 593-1776 K-L 1717 -4135 D-F 630 -1896 L-N 2062 -5174 E-F 351-1361 N-0 1503 -3060 F-G 954-3131 0-P 1487 -3034 G-H 1047-3007 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 1251 -1240 U-T 4403 -1683 X-W 1772 -502 T-S 6121 -3301 W-V 3101 -937 S-R 6092 -3292 V-U 4385-1675 'VVMNI'lII'IU' F'ttPcU PIINLJ PULL6JVV ILL INL) I tO L)iN 11110 Ut'fVVIIN1. Inland Empire TrUSS **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSl (Building Perils CA 92571 Component Safety Information by TPI an a fabricating, f6'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroper lv attached structural sheath in and bottom chord shall have a properly attached rigid ceiling.Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intaIIed on the CLR per _permanent sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional ,enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 161112 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Kzt: NA Des Ld 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psI Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac. Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): B - E 312-1219 I - K 1729 -4i. C-D 616-1869 K-L 1717 -4173 D-F 650-1957 L-N 2063 -5178 E-G 297-1145 N-0 1503 -3060 F-G 766-1935 0-P 1487 -3034 G-H 1042-2977 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp Y-X 1251 -1241 U-T 4425 -1688 X-W 1816 -489 T-S 6120 -3301 W-V 2945 -897 S-R 6091 -3292 V-U 4408-1681 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp Webs Tens. Comp. Special Loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 78 p11 at 025 to 78 p11 at 16.25 TC: From 76 pIt at 16.25 to 76 p11 at 27.29 BC: From 20 p11 at 0.25 to 20 p11 at 27.29 FL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** A-Y 293-1087 Z-T 241 -779 A-X 1563 -416 Z-K 242 -779 X-C 213 -694 AA-AB 1586 -1185 C-W 1150 -412 AB-N 1252 -797 F-V 71 -434 AC-N 2025 -1991 V-H 2268 -846 N-AD 1896 -3327 V-I 1315-2693 AD-AE 2245 -3800 H - I 946-2772 AE-R 2264 -3832 1-1 1705 -635 R-P 3611 -1768 I-T 1702-1168 AF-R 200 -460 J - L 596 -1627 AF-O 201 -461 T-Mi 1590-1174 P-Q 958 -2159 No .'C 58005 * 05/09/2024 OF CAUI~IF4~ * SEQN: 24458 MONO Ply: 2 Job Number: R3444W_DV Oust: R6852 JRef:1XZ068520005 1607 FROM AVIARA WEST APARTMENTS DrwNo: 130.24.181734513 Page 1 of 2 Truss Label: BP / GWH 05/09/2024 I 2 Complete Trusses Required I I IN, 611 1 1 12 11 1 1 Y 11.563 5 8 :0 Iil5X3 *8X8 310 67 3087 514 2C12 41 3 31012 0' 15 175 23012 261112 30.....8 12 1811,12 I 378 5•3!•4 78"8 I 174 —'•l Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.465 G 783 240 VERT(CL): 0.583 G 624 180 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- IRh IRw /U /RL Y 2361 /-103 /2500 /887 /644 /1541 HORZ(LL): 0.151 B - - AG 5266 /-2269 /0 /2468 /2176 /0 HORZ(TL): 0.190 B - - Wind reactions based on MWFRS Creep Factor 20 Y Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.715 AG Brg Wid = 5.5 Min Req = 2.5 (Support) Max BC CSI 0.518 Bearing Y is a rigid surface. Max Web CSI: 0.756 Bearing AG Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Camp. Chords Tens. Con VIEW Ver: 23.01 .02.0731.17 A-R 41Q-1Q i - i- .i 393 --tr Lumber Top chord 2x4 DF-L #2(g) 14 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W8,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131 "x3", mm. nails Top Chord: 1 Row @10.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4' °.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. WARNINd <LAD AND t-OLLOVV ALL NO I ES ON I HIS UKAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise: Refer to drawings 160A-Z for standard plate positions. Refer to job's General Lp rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the *ssrwCoeP#821 truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina ' indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Oesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24458 MONO Ply; 2 Job Number: R3444W_DV Cust; R6852 JRef;1XZ068520005 T607 FROM; Qty; 1 AVIARA WEST APARTMENTS DrwNo; 13024.1817.34513 Page 2 of 2 Truss Label: BP / GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2269# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 * 05/09/2024 * OP CAILIV: VVlINt NAU ANU NJLLUVV ALL NU I tZ5 UN I Hlo L)I<AVVINt)! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) fi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with 'diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B1O, as applicable AopIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ~ COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any srructure is the responsibility of the Build ingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org -- Glenview, IL 60025 Loading Criteria (psI) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.50 ft TCDL: 10.8 psf BCDL: 6.0 psI MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bat chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. SEQN: 24460 MONO Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520005 T606 FROM: AVIARA WEST APARTMENTS DrwNo: 130 24.1817 41403 Truss Label: BO / GWH 05/09/2024 13511 2114 418 9112 1067 16' 1910" 221112 261112 30109 418 504 1 265 310" 3112 4' 31012 1111.5X4 H0308 30108 418 6'2" 5'8"8 21112 4' 4' 31012 418 1038 16' 181112 221112 261112 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.302 G 999 240 Loc R+ R- Rh /Rw /U /RL / I Lu: NA Cs: NA VERT(CL): 0.735 G 504 180 X 1508 I- I- /904 I- /156 Snow Duration: NA HORZ(LL): 0.086 E - - P 1495 I- /- /891 I- I- HORZ(TL). 0.209 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Reg = 1.6 (Truss) CBC 2022 Max TIC CSI: 0.978 P Brg Wid = 4.0 Min Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.630 Bearing X is a rigid surface. Bearing P Fcperp = 625p51. Rep Fac: Varies by Ld Case Max Web CSI: 0.896 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 11-1956 I - J 160 -3 Wind B-E 65-1616 J - K 159 -3 Wind loads based on MWFRS with additional C&C C - D 0 -1095 K - M 159 -3389 member design. D - F 0 -1156 M - N 101 -1833 Left end vertical exposed to wind pressure. Deflection E - G 78 -1462 N-0 94 -1833 meets L/360. F - G 1386 -148 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Como. Chords Tens. C W-V 2185 -173 T-S 3709 -150 V-U 3690 -150 S-R 2898 -135 U-T 3690 -150 R-Q 2898 -135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 0-1448 H - I 99 -818 A-W 1941 0 I-S 14 -597 W-C 61 -681 S-M 708 -8 C-V 427 -49 M-Q 58 -1360 V-F 826 0 0-0 2205 -108 V - I 78-1452 0-P 95 -1455 F - I 99-2400 No C 58005 * 05/09/2024 * CIV CAILI "WARNING" HEAD AND FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f& safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per eCSI sections B3, B7, or B1O as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,it....pi E Notes page for additional information. Alpine, a division of ITVII Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the uuuwcoerure I truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of is North Building, 4th Floor I drawing for any structure is the responsibility of the Building-Designer per ANSI/T 1 1 Sec.2. For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24462 GABL Ply: 1 Job Number: R3444W_DV Oust: R6852 JRef:1XZ068520005 T605 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1819.10000 Page 1 of 2 Truss Label: BR / GWH 05/09/2024 16' 418 12011 1411151 1910" 2211121 261112 30108 I 418 7113 2114 310" 3112 4' 31012 l'4 I--I 1111.5X4 a4X4 AJ 1113X6 1113X6 X 1113X6 \03X6 12 5X6ll uv w 1113X6 AS 12 05 54X4 AM AP AS BU 6X1 A ll 20 _________________ 80 1113X6 BM 3X10 4X8 1111,5X4 =3X8 AT Ii3X6 5X10 m H0308 30'108 '' 62" 5'88 21112 ' 31012 I I I 418 1038 16' 161112 221112 261112 30108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.005 0 999 240 Loc Ri / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.013 L 999 180 BO-146 I- I- /191 /76 /15 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.028 AJ - - BI* 195 1- I- /79 I- I- Des Ld: 48.00 EXP: C Kzt: NA tORZ(TL): 0.033 AJ - - BO /-1178 NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 BM /-106 Soffit: 2.00 TCDL: 10.8 psI CBC 2022 Max TIC CSI: 0 BCDL: 6.0 psI .243 BX /-338 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.177 BE 1-141 AT /-457 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.618 Wind reactions based on MWFRS Loc. from endwall: Any FT/RT:8(0)/10(0) BO Brg Wid = 136 Min Req = - GCpi: 0.18 Plate Type(s): Ell Brg Wid = 234 Min Req = - Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02 0731 17 Bearings BO & BI are a rigid surface. Lumber Gable Studs Members not listed have forces less than 375# Top chord 2x4 DF-L #2(g) Gable studs (dashed members) may be installed at 16" Maximum Top Chord Forces Per Ply (Ibs) T2 2x4 DF-L #1&Bet.(g); cc with Wave plates. In lieu of plates use (3)16 ga. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L #1&Bet.(g) 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed A - D 1722 -1746 X -M 408 -397 Webs 2x4 DF-L Standard(g) through chord into web & web into chord on one face D - V 1 -1039 AA-AB 982 -996 W3 2x4 DF-L #1 &Bet.(g); for a total of (6) staples per connection. E - 793 - 778 AB-AJ 749 -769 Lumber shall be dried to a maximum moisture content Additional Notes J - R 811 -791 Al-AM 580 -574 of 19% prior to installation. R - U 1894 -1921 AM-AP 769 -758 Uplift connections required. See uplifts in R- and U U -AA 1897 -1912 AP-AS 686 -682 Plating Notes columis of Maximum Reactions table. V-X 409 -424 Connectors in green lumber (g) designed using See DWGS All 530ENC1601 18, GBLLETINO118, & NDS/TPI reduction factors. GABRST160118 for gable wind bracing and other All plates are 1.5X3 except as noted requirements. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning BO-BM 685 -684 BE-BC 420 -405 requirements. BM-BK 947 -935 BC-AZ 790 -781 BK-BJ 437 -425 AZ-AW 659 -650 Purlins BJ-BI 1086 -1070 AW-AT 727 -726 In lieu of structural panels use purlins to brace all flat BI-BE 944 -928 TC @ 24" oc. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. A-BO 1182 -1213 R-AC 1051 -1055 Left end vertical exposed to wind pressure. Deflection A BM 1777 -1768 AC-BC 803 -839 meets L/360. BM-E 361 -496 BC-AM 801 -823 Right end vertical not exposed to wind pressure. No. C 58005 E -BJ 812 -820 AM-AW 874 -897 BJ- R 308 -474 AW-AS 825 -835 Wind loading based on both gable and hip roof types. BJ-AC 542 -556 AS-AT 470 -512 * 05/09/2024 * d>q Clvtt- Maximum Gable Forces Per Ply (Ibs) OCAO# Gables Tens.Comp. Gables Tens. Comp. J-BU 46 -387 X-W 50 -435 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall attached rigid Locations for lateral have rateral temporary (951)300-1758 have a properly ceiling. shown cermanent restraint of webs shall continuous restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of lruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings l60A-Z for Refer to General standard plate positions. page for additional information. job's ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANMCOMMW truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engpeering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 24462 GAEL FROM Page 2 of 2 Ply. 1 Qty: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: BR Cust: R6852 JRef:1XZ068520005 T605 DrwNo 130.24.1819.10000 / GWH 05/09/2024 Loading BK-BU 57 -482 Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.99 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT, No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. E-AJ, R-AS: Brace interior top chord and support lower roof with a sistered truss or nailer at the edge of the lower roof. Brace all exposed vertical surfaces for lateral wind forces. All diaphragms, braces, and connections shall be designed by the engineer of record. 01-0 No. C 58005 * 05/09/2024 * OFCAILlif **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing BCS!. Unless top have bottom have Purrs CA 92571 (951)300-1758 per noted otherwise, chord shall properly attached structural sheathing and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing the CLR BCSI B3, B7, B1O, Apply to face truss installed on per sections or as applicable. plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page ALPINE Alpine a division of ITW Build inQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss with ANSI/TPI 1, for handling, installation and bracing of trusses. A seal on this drawing or in conformance or shipping, cover page listing this drawinci, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve North Building, 4th Floor drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEQN: 24464 MONO Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 1609 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1819.20363 Truss Label: BS / GWH 05/09/2024 / 8311 2114 418 547 1036 16 1910 221112 261112 30108 418 1'2"5 1'11"1 588 310' 3112 4 3'10"12 1111.5X4 12 _6X8 0 III 1.5X4 G 10 :m5x6 DE 3X4 (2) ; jK iIJ %4X6 I i III3X6 3X10 m'X8 II11.5X4 3X8 5X10 4X4 H0308 A 30108 A 418 62" 588 21112 4 4' 31012 418 1038 16' 181112 22 ' 1112 261112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.250 F 999 240 Loc Ri- I R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.585 F 633 180 X 1508 I- I- /903 I- /156 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 E - - P 1495 I- 1- /892 I- I- EXP: C Kzt: NA HORZ(TL): 0.179 E - - Des Ld: 48.00 Wind reactions based on MWFRS Mean Height: 24.50 It NCBCLL: 0.00 Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Reg = 1.6 (Truss) TCDL: 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.888 P Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Bearing X is a rigid surface. Bearing P Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01. Lumber Wind A-B 4-1958 l-J 168 -3359 B - E 30 -1692 J - K 167 -3354 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 0 -1438 K - M 167 -3372 T2 2x4 DF-L #1&Bet.(g); member design. D-F 0 -1624 M-N 104 -1832 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 25 -1566 N-0 98 -1832 Webs 2x4 DF-L Standard(g) meets U360. F - G 3 -2987 W3 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. of 19% prior to installation. Wind 'oading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing W - V 2071 -148 T -5 3594 -158 (a) Continuous lateral restraint equally spaced on V - U 3577 -158 S - R 2903 -141 member. U - T 3577 -158 R -0 2902 -142 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens Comp All plates are 1.5X3 except as noted. A-X 0-1460 G-I 128 -2936 (**) 1 plate(s) require special positioning. Refer to A - W 1939 0 I - S 13 -462 scaled plate plot details for special positioning W - C 54 654 S - M 680 10 requirements. C - V 996 0 M -0 62 -1367 D-E 552 -16 0-0 2203 -112 Loading V-1 59 -753 0- P 97 -1455 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins ii i No. C 58005 In lieu of structural panels use purlins to brace all flat IC @ 24" oc. 05/09/2024 Portions of truss chords in the interiror of the truss be braced by 24' shall purlins at o.c. OF CA10 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider Si require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide per noted olherwise, chord shall properly attached structural sheathina and bottom chord shall have a properly temporary (951)300-1758 bracing BCSI. Unless top have attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of 'truss and position as 4II shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSI truss in conformance with 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineerin responsibility solely-for the design shown. The suitabilifçi and use of this drawing for any sfr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24468 MONO Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T610 FROM. AVIARA WEST APARTMENTS DrwNo 13024.1819.28827 Truss Label: BT / GWH 05/09/2024 31 61 111 015 1038 16 1910' 221112 261112 30108 31111 2114 349 588 310' 3112 4' 31012 Ill 1.5X4 K IT IIl3X4 H0308 30108 588 21112 ' 4' 31012 16' 181112 221112 261112 30108 Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf. NA Ce: NA VERT(LL): 0.196 E 999 240 Loc R+ / R- / Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL). 0.456 E 813 180 X 1508 I- I- /902 I- /156 Snow Duration: NA HORZ(LL): 0.066 C - - 0 1495 I- I- /893 I- I- HORZ(TL): 0.160 C - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI. 0.514 0 Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.642 Bearing X is a rigid surface. Bearing 0 Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 A-C. 0 -648 H - I 17 - Loading Criteria (ps TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0 3612 62 3612 - 4(8 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.45 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, noriconcurrent with design gravity loads Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. B-D 0-2921 l - J 168 -3L C - E 2 -525 J - L 169 -3373 D-E 0-2628 L-M 105 -1832 E-F 6-3056 M-N 98 -1832 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 3094 -148 T - S 3592 -160 W-V 3179 -151 S-R 3608 -160 V-U 3164 -154 R - Q 2902 -142 U-T 3592 -160 0-P 2902 -142 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 5 -381 F-H 131 -2885 A-B 556 0 H-R 14 -477 X-B 0-3250 R-L 680 -11 V-D 508 0 L - P 63 -1366 D-U 74 -433 P-N 2204 -112 U - F 598 0 N-O 97 -1455 U - H 57 -808 C 58005 * 05/09/2024 * OF CALI ~ 6,~ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSi. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BulldinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover pace i listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stFucture is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 41015 2114 1,11,,111 1038 1111 5,4"9 Ji2 o 3X4 —1 5X4 6X12 III3X4 4X8 3X10 H0305 16' 1910" 221112 261112 30108 588 310" 3112 4 31 ' 012 fill. 5X4 6X8 L 5X6 Eo in I E"l5 th1.5X4 3X8 5X10 4X4 T3 rFROM: EQN: 24475 MONO Ply: 1 Job Number: R3444W_DV Cust:R6852 JRef:1XZ068520005 T611 AVIARA WEST APARTMENTS DrwNo: 130.24.1819.33513 Truss Label: BU / GWH 05/09/2024 30108 588 21112 4' 4' 31012 1,6,,l 6812 161 1038 16' 18ll121 221112 261112 I 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.169 G 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.408 G 907 180 X 1508 1- 1- /902 I- /154 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.046 0 - - 0 1495 I- I- /894 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.112 0 - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.12 ft Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.467 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 60 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.676 Bearing Xis a rigid surface. Bearing 0 Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, I-IS VIEW Ver: 23.01 .02.0731.17 B-D 0-3465 l-J 162 -3358 Lumber Top chord 2x4 DF-L #2(g) Wind Wind loads based on MWFRS with additional C&C D-E 0-3121 J - L 162 -3374 E - F 3 -3124 L - M 102 -1832 13 2x4 DF-L #1&Bet.(g); member design. H - I 163 -3362 M - N 95 -1832 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #1&Bet.(g); meets 0360 Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. Wind loading based on both gable and hip roof types. - W 3152 -135 T - S 3594 -152 W-V 3313 -137 S-R 3611 -153 Bracing V - U 3311 -141 R-0 2902 -137 (a) Continuous lateral restraint equally spaced on U - T 3594 -152 0 - P 2902 -137 member. Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens. Comp. NDS/TPI reduction factors. X - B 0 -3427 H - R 12 -481 All plates are 1.5X3 except as noted. D - U 31 -581 R - L 683 -9 (**) 1 plate(s) require special positioning. Refer to U - F 662 0 L - P 60 -1366 scaled plate plot details for special positioning U - H 50 811 P - N 2204 -108 renuirements F - H 129 -2874 N-0 95 -1455 Loading o* Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins No.O5 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 05/09/2024 \\ *\ Portions of truss chords in the interiror of the truss shall be braced by at 24" o.c. purlins CIVI "WARNING" HEAL)AND FOLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices orior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ot webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face ofruss nd position as 101111161111,1, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not oe responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 II E 4' 31012 261112 30108 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL Q 83 /-399 I- /14 /173 /148 P 2232 I- /- /1348 I- /- J 1046 I- I- /619 I- /- Wind reactions based on MWFRS Q Big Wid = 5.5 Min Req = 1.5 (Truss) P Brg Wid = 5.5 Min Reg = 2.0 (Truss) J Brg Wid = 4.0 Min Reg = 1.5 (Truss) Bearing Q is a rigid surface. Bearings P & J Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Con A-B 1052 -138 F-G 160 -1754 B-C 16 -523 G-H 100 -1220 D-F 167-1746 H - I 93 -1220 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Como. Chords Tens. C P-0 0 -807 M-L 1739 -132 0-N 1507 -129 L-K 1739 -132 N-M 1512 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 445 -64 C-D 86 -477 A-P 173 -971 D-M 404 -42 P-B 134-1859 G-K 56 -868 B-0 1541 -30 K-1 1463 -107 0-D 112-1325 l-J 94 -1058 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520005 T69 / AVIARA WEST APARTMENTS DrwNo: 12924 145348636 Truss Label: Cl JCJ / GWH 05/08/2024 6615 1134 16' 181112 221112 261112 30108 6615 485 4812 21112 4' - 4' 31012 I UI 6412 24512 6615 485 454 334 4' 6615 1134 1588 181112 221112 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria TOLL' 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.056 F 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.137 F 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.025 E - Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.060 E - Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 TCDL' 108 psf Soffit: 2.00 BCDL' 6.0 psf CBC 2022 Max TO CSI: 0.679 Load Duration: 1.25 MWFRS Parallel Dist. 010 h/2 TPI Std: 2014 Max BC CSI: 0.452 Spacing' 24.0 C&C Dist 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.697 Loc. from endwall: Any FT/RT'8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration' 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection ESSI meets 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -399# MAX. from a non-wind load case requires uplift connection. See Maximum t \ 111 05/09/2024 Reactions. CIV 'Op CAL ' WARNIN NEAU AND I-OLLOW ALL NO I ES ON I HIS UI<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temPorarçy (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a prope attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of 'truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 L...PI NJ E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usirwcoerusv I truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any s!r'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 L.)Id9 LUdUb. UILC(ft) trrj IVIUl OLdIL OPIU Case 1: 5557 180.00 TC 0.00 30.87 5557 BC 0.00 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. N&C 58005 * 05/0 C C1 or 9/2024 Or CAOIF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q - P 2776 -2761 N - M 2655 -995 P-0 1618 -2013 M-L 4972 -3098 0-N 2647 -991 L-K 4961 -3093 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 769 -528 T-G 1366 -1291 A-P 746-1578 U-G 1932 -1936 P-B 743-2232 G-V 1562 -2201 B-0 2237 -839 V-W 1909 -2626 0-D 1200-2653 W-K 1924 -2644 C-D 153 -576 K-1 3381 -1848 D-M 1384 -1121 X-K 186 -463 M-S X-H 187 -465 S-T 1 713 -1682 1707-1684 l-J 1004 -2023 SEQN: 24837 MONO Ply: 2 Job Number: R3444W_DV Gust: R 6852 JRef: 1X7068520005 T48 FROM: AVIARA WEST APARTMENTS DrwNo: 13024 1819.43323 Page 1 of 2 Truss Label: C2 I GWH 05/09/2024 I > 2 Complete Trusses Required 658 11612 1884 2210 658 514 45 16' 4 284 4112 2684 30108 3104 424 1111.5X3 12 C 12 0.5 I1.:x3 J! 03X10 -6X16 8X8 -_4X12 m5X16 m6X6 T2 III 1.5X3 4X10 I 2 Ii 6X 16 III8X10 24512 A 514 454 , 2'84 4112 3104 424 11612 16' 1884 2210" 2684 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.179 T 999 240 Loc R+ /R- /Rh Rw IU /RL / Lu: NA Cs: NA VERT(CL): 0.232 T 999 180 0 1125 1-1533 /2500 /946 /1191 /5557 Snow Duration: NA HORZ(LL): 0.074 E - - P 5422 /-1151 I- /2209 /1745 I- HORZ(TL): 0.096 E - - J 4107 /-1979 I- /1936 /1724 Building Code: Code: Creep Factor: 2.0 Wind reactions based on MWFRS CBC 2022 Max TC CSI: 0.467 Q Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.363 P Brg Wid = 5.5 Min Req = 2.6 (Support) Rep Fac: Varies by Ld Case Max Web CSI: 0.683 J Brg Wid = 4.0 Min Req = 2.2 (Truss) Bearing 0 is a rigid surface FT/RT:8(0)I10(0) Bearings P & J Fcperp = 625p5i. Plate Type(s). Members not listed have forces less than 375# WAVE, HS VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss transfers a maximum horizontal load of A -13 1657 -823 F - G 1731 -3623 5557 #( 180.00 plf ) along top chord, from either B - C 607 -949 G - H 1573 -2867 direction, to supports where indicated. Diaphragm and C - E 406 -442 H - I 1559 -2852 connections are to be designed by Engineer of Record. D - F 1727 -3624 A 6412- 658 658 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at -2.26 to 78 plf at 16.00 TC: From 76 plf at 16.00t0 76 plf at 30.88 BC: From 4 plf at .2.26 to 4 p11 at 0.00 BC: From 20 plf at 0.00 to 20 plf at 30.88 PL: 5000 lb Conc. Load at (23.02,20.99) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** VVAKNINLi i4bAU P,NU I-ULLOVV ALL NU I tZ5 UN I Hici UNAVVIN(j! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of lruss nd position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. I Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave I listing this drawing indicates acceptance of professional namneermng responsibility solely -for the design shown. The suitabiIif' and use of this Idrawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.ogj AWC: awc.org Glenview, IL 60025 SEQN. 24837 MONO Ply: 2 Job Number: R3444WDV Cust: R6852 JRef.1XZ068520005 T48 FROM. Qty. 1 AVIARA WEST APARTMENTS DrwNo: 130.24181943323 Page 2 of 2 Truss Label: C2 I GWH 05/09/2024 Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. N& C 58005 05/09/2024 9P t- PP CAL%'d **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSi. Unless noted Otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of IT\N BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ITW COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation, and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this Ave155 Harlem drawing for any sfructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 All plates are 1.5X3 except as noted No C 58005 * 05/09/2024 CIVI Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 BC 0.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 29-1420 D-M 12 -396 A-P 2100 0 M-G 654 -40 P-B 76 -388 L-G 380 0 0-C 1221 -37 G-K 94 -1509 0-D 113-1762 K - I 1847 -115 C-D 155-2175 l-J 99 -1234 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520005 152 1 AVIARA WEST APARTMENTS DrwNo: 129.241453.49684 Truss Label: C3 JCJ / GWH 05/08/2024 62" 11612 16 181112 2210 261112 30108 62" 5412 454 21112 3104 4112 31012 E 3068 62" 62" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. 5412 454 21112 3104 4112 31012 11612 16' 181112 2210" 261112 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.167 E 999 240 / / Loc R+ R- Rh IRw /U /RL Q 1477 I- I- /890 I- /148 Lu: NA Cs: NA VERT(CL): 0.372 E 977 180 Snow Duration: NA HORZ(LL): 0.051 E - - R 1518 I- /0 /905 I- /0 HORZ(TL): 0.114 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = 5.5 Min Req = 1.6 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.708 R Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.751 Bearing Q is a rigid surface. Rep Fac, Varies by Ld Case Max Web CSI. 0.926 Bearing R Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0:)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 47-2267 F-G 218 -3223 WAVE B-C 83-2174 G-H 106 -1515 D-F 224-3214 H - I 99 -1513 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2112 -154 M-L 2697 -168 0-N 3403 -205 L-K 2697 -168 N-M 3414 -207 WAKNINi tAUANUI-ULLOW ALL NUIbON II1I6L)l<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of l'flN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professionlenaineering responsibility solely -for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec. 2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe orq; AWC: awc.org Glenview, IL 60025 II IR 1111.5X3 2868 No "C 58005 All plates are 4X6 except as noted Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 1J360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 52-1342 M-G 520 -59 A-P 1573 -44 L-G 375 0 P-B 84 -639 G-K 129 -1354 0-C 917 -47 K - I 1710 -153 0-D 141 -1645 l-J 124 -1152 C - D 183-18135 Cust. R 6852 JRef: 1XZ068520005 T53 / DrwNo: 129.24.1453.47826 JCJ I GWH 05/08/2024 Ply. 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: C4 42" 9612 14' 42 5412 454 1111. 5X3 6 1684 2054 2484 28108 284 4' 4' 424 42" 5412 454 284 4' 4' 424 42" 9612 14' 1684 2084 2484 28108 Wind Criteria Wind Std: ASCE 7-16 Speed. 95 mph Enclosure Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.83 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Snow Criteria (Pg,Pf is PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL). 0.121 E 999 240 Loc R+ / R- I Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.293 E 999 180 0 1379 I- I- /824 I- /134 Snow Duration: NA HORZ(LL): 0.049 E - - R 1420 I- /0 /849 I- /0 HORZ(TL) 0.118 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Q Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.303 R Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.702 Bearing 0 is rigid surface. Bearing R Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.865 Members not listed have forces less than 375# FTIRT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). I Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver: 23.01.02.0731.17 A-B 55-1522 F-G 292 -2t B-C 122-1807 G-H 137 -14,,.. D-F 299 -2874 H - I 130 -1402 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 1444 -214 M-L 2463 -226 O - N 2974 -263 L - K 2462 -226 N-M 2984 -290 Loading Criteria (psI) TCLL: 2000 TCDL: 18.00 BCLL: 0.00 BCDL: 1000 Des Ld 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 * 05/09/2024 C111 I OP Lif **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted OTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face ofruss nd position as 1-4961161 S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L.PI re.j E Notes page for additional information. Alpine, a division of ITV'./ Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the COMP— truss in conformance with ANSIITPI 1 or for handling shipping,. installation and bracing of trusses. A seal on this drawing, or cover paqe listing this drawina indicates acceptance of professional .enainering responsibility solely -for the design shown. The suitability and use of 155 Harlem Ave drawing for any sWucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444WDV AVIARA WEST APARTMENTS Truss Label: CS 22' 7612 12' 22" 5412 454 E Cust: R 6852 JRef. 1XZ068520005 DrwNo: 129.24.1453.49379 JCJ / GWH 05/08/2024 1484 1884 2284 26108 284 4' 4' 424 m4X6 26'68 22" 5412 454 2'84 4' 4' 424 22" 7612 12' 1484 1884 2284 26108 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.12 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.099 F 999 240 Loc R+ / R- / Rh / Rw /U / RL 0 1280 I- /- /762 I- /134 ILL: NA Cs: NA VERT(CL): 0.238 F 999 180 Snow Duration: NA HORZ(LL): 0.046 E - - R 1323 /- /0 /792 I- /0 HORZ(TL): 0.113 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = 5.5 Min Reg = 1.5 (Truss) Building Code: CBC 2022' Max TC CSI: 0.310 R Brg Wid = 5.5 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.653 Bearing 0 is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.806 Bearing R Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 62 -794 FG 322 2542 WAVE B - C 109 -1443 G - H 155 -1293 D-F 329 -2534 H - I 147 -1291 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 798 -222 M-L 2229 -254 0-N 2546 -310 L-K 2228 -254 N-M 2554 -316 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 49-1269 C-D 196 -1434 A-P 1221 -53 M-G 426 -61 P - B 97 -895 G-K 143 -1197 B - O 640 -28 K-I 1574 -174 0-C 628 -54 I-J 139 -1071 0-D 166-1534 Loading Criteria (psf) TCLL: 2000 TCDL: 18.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 No C 58005 * 05/09/2024 * IV I- ~~N'~591 CAILA Ov NtP,L) /4INL) L)LLUVV ALL NU itO UN I riio L)E(P,VVIINUi inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) handling satety practices prior to performing these functions. Installers shall provide temporary. (951)300-17W bracing per BCSI. Unless noted otherwise, top chord shall have orcperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with I dagona bracing ins"called on the CLR per BCSI sections B3, B7, or B10 as applicable AopIy plates to each face of truss and position as s ow above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. IAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoineeirg responsibility solely Tor the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply I Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: CS 5612 to: 5612 454 HI 1.5X3 0 Cust: R 6852 JRef: 1 XZ068520005 T55 / DrwNo' 12924.1453.54512 JCJ / GWH 05/08/2024 1284 1684 2084 24108 284 4' 4' 47'4 T 1 1111 .5X3 5612 24108 454 28"4 4' 4' A 42"4 5612 10' 1284 1684 2084 24108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std. ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: moo Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.072 E 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.175 E 999 180 0 1209 I- I- /716 I- /132 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 D - - I 1198 I- I- /720 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.092 D - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.768 I Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.442 Bearing 0 is a rigid surface. Bearing I Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.778 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 99-1116 F-G 206 -1 C-E 378-2304 G-H 199 Top chord 2x4 DF-L #2(g) E - F 371 -2312 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. N-M 2201 -353 L-K 2131 -304 Plating Notes M - L 2208 -359 K - J 2131 -304 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp Truss checked for 300# movable concentrated load A-0 91 -1162 F - J 140 -991 along Top Chord, nonconcurrent with design gravity A - N 1188 -83 J - G 101 -451 loads. N-B 404 -69 J - H 1715 -233 Truss checked for 250# movable concentrated load N - C 202 -1481 H - I 178 -1160 along Bottom Chord, nonconcurrent with design B - C 210 -1101 gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 8005 \\ *\ 05/09/2024 111 CIV WARNING" READ AND FOLLOW ALL NOTES ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE J Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paoe listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sWucture is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine. alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: C7 1'6"12( 6' 884 1210 168 20108 1612 454 284 4112 310 44 424 12 I111.5X3 0 Gust R6852 JRef:1XZ068520005 T56 I DrwNo: 129.24.1453.51136 JCJ / GWH 05/08/2024 I 16121 1612 lvi .053 2068 454 284 4112 3104 6' 884 1210 1684 424 20108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pt: NA Ce: NA VERT(LL): 0.050 K 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.120 K 999 180 0 985 I- I- /582 I- /130 BCDL: 10.00 Risk Category: II Snow Duration: NA F-IORZ(LL): 0.034 D - - P 1032 I- /0 /627 I- /0 EXP:C Kzt:NA Des Ld: 48.00 IORZ(TL): 0.083 D - - Wind reactions based on MWFRS NCBCLL: 0.00 ft Mean Height: 25.12 Building Code: Creep Factor: 2.0 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psI Soffit: 2.00 BCDL 60 psf CBC 2022 Max TIC CSI: 0.526 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.506 Bearing 0 is a rigid surface. Bearing P Fcperp = 625p5i Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.648 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber C-E 429-1516 F-G 212 -2 E-F 421 -1523 G-H 204 -1 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. N - M 1268 -395 L - K 1528 -347 M-L 1272 -402 K-J 1528 -347 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-O 119 -975 F-J 189 -728 Truss checked for 300# movable concentrated load A - N 952 -136 J - G 117 -453 along Top Chord, nonconcurrent with design gravity N - C 230 -1233 J - H 1169 -243 loads. C-L 437 -132 H - I 189 -828 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection okD 4t meets LJ360. Right end vertical not exposed to wind pressure. 1W Right cantilever is not exposed to wind No. O Wind loading based on both gable and hip roof types. 111 05/09/2024 \4CIV 4J - P CAU2 VVMkNIPlU pctp,U P,NU iULWVV ALL PlO i tb ON i HIZ5 Ut4J\vViNti! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the nsrrwcosrrunr Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paoe I listing this drawina indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitabiIif and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520005 T57 I AVIARA WEST APARTMENTS DrwNo. 129241453.51246 Truss Label: C8 JCJ / GWH 05/08/2024 1'6"1 6' 884 1210" 1684 204108 4 28 1612 45 4 4112 3104 24 12 1II1.5X3 D III 1.Ai 2068 454 284 4112 3104 424 6' 884 1210" 1684 20108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL. 10.00 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld 48.00 Mean Height: 25.12 ft NCBCLL: 000 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.050 K 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.120 K 999 180 0 985 /- /- /582 /- /130 HORZ(LL): 0.034 D - - P 1032 /- /0 /627 /- /0 HORZ(TL): 0.083 D - - Wind reactions based on MWFRS Creep Factor: 2.0 0 Brg Wid = 5.5 Min Reg = 1.5 (Truss) Max TC CSI: 0.526 P Brg Wid = 5.5 Min Reg = 1.5 (Truss) Max BC CS 0.506 Bearing 0 is a rigid surface. Max Web CSI: 0.648 Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con- - VIEW Ver: 23.01 .02.0731.17 C-E 429-1516 F-G 212 -( E - F 421 -1523 G-H 204 -L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1268 -395 L-K 1528 -347 M - L 1272 -402 K-J 1528 -347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-O 119 -975 F - J 189 -728 A-N 952 -136 J-G 117 -453 N-C 230-1233 J - H 1169 -243 C - L 437 -132 H - I 189 -828 No: C 58005 05/09/2024 C IV. I. O CAU .,/ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have øroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...4 L...Pi NJ E Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ermcserunv truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of,9s 155 Harlem Ave drawing for any sfi'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine. alpineitw.com; TPI: tpinst,org; SBCA: sbcacomponents.com; ICC: iccsafe 019; AWC awc Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T58 / AVIARA WEST APARTMENTS DrwNo: 129.24.145351809 Truss Label: C9 JCJ / GWH 05/08/2024 4' 684 1010" 1464 18108 4' 284 4112 3104 424 12 ' IlI1.5X3 C 1868 4' 284 4112 3104 424 4' 684 1010" 1484 18108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.037 J 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.090 J 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.031 C Des Ld: 48.00 EX P: C Kzt: NA HORZ(TL). 0.074 C Building Code: NCBCLL: 0.00 Mean Height: 25.12 ft Creep Factor: 2.0 TCDL: 10.8 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.610 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.457 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.567 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. I Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection , p I meets U360. Right end vertical not exposed to wind pressure. Il I i Right cantilever is not exposed to wind II I No. C 58005 Wind loading based on both gable and hip roof types. 05/09/2024 * CALt9 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL M 886 /- /- /524 I- /129 N 935 I- /0 /575 I- /0 Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) N Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing M is a rigid surface. Bearing N Fcperp = 625p5i. Members not listed have forces less than 375# Maximum lop Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-D 440-1178 E-F 226 -853 D-E 432-1185 F-G 217 -851 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 840 -393 K-J 1295 -364 L - K 843 -400 J-1 1295 -364 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs lens. Comp A-M 98 -376 E-I 194 -616 M-B 260-1091 I-F 127 -453 B - C 63 -379 I - G 1035 -259 B-K 539 -174 G-H 202 -747 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fabricating, Trusses require extreme care in fabricating handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 275 West Rider St Perris CA 92571 Component Safety Information by TPI an a for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing inlaIIed on the CLR BCSI sections 63, B7, or B1O as applicable Aop!y to each face ofruss and as per plates position I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses . A seal on this drawina or cover paae 155 Harlem Ave I listing this drawina' indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this drawing for any sEructure is the responsibility of the Build ing0e5igner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T59 / AVIARA WEST APARTMENTS DrwNo. 129.24.1453.54136 Truss Label: C10 JCJ / GWH 05/08/2024 2' 464 810" 1284 16108 2' 284 4112 3104 424 12 4 r' iii. 5X3 C H 16108 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 25.12 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 1J360. Right end vertical not exposed to wind pressure Wind loading based on both gable and hip roof types. 284 4112 3104 424 484 810" 1284 16108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf' NA Ce: NA VERT(LL): 0.021 J 999 240 Loc R+ / R- I Rh / Rw /U I RL ILL: NA Cs: NA VERT(CL). 0.045 J 999 180 M 814 I- I- /495 I- /145 Snow Duration: NA HORZ(LL): 0.020 C - - H 810 I- I- /507 I- I- HORZ(TL): 0.048 C - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 M Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI. 0.490 H Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.337 Bearing M is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI. 0.759 Bearing H Fcperp = 625ps1. FTIRT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver. 23.01.02.0731.17 B-D 443 -885 E-F 278 -1 D-E 435 -891 F-G 269 -L-- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 427 -372 K-J 1133 -389 L - K 428 -380 J - I 1133 -389 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M-B 388 -838 E - l 160 -416 B-K 683 -234 I - F 136 -451 K-D 118 -385 l-G 1074 -317 K-E 167 -425 G-H 241 -774 NoC 58005 * 05/09/2024 clylk- -'VVAKNINU^^ iAU P,NU I-ULLUVV ALL NU I tZ> UN I Nib UkVVINU1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, 67, or B10 as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , i...pi ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uwcrasv truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of ii 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520005 T60 / AVIARA WEST APARTMENTS DrwNo: 129.24.1453.46683 Truss Label: Cli JCJ / GWH 05/08/2024 284 610" 284 4112 1084 14108 3104 1 424 12 0.5 3X4 1111.5X3 A B 3X8 I/i nx J 'Ill. 14108 284 284 4112 610" 3104 1084 424 14108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.015 H 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.034 H 999 180 J 717 /- /- /425 /- /74 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 A - - F 717 /- /- /428 I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.013 A - - Wind reactions based on MWFRS Mean Height: 23.38 ft NCBCLL 0.00 Building Code: Creep Factor: 2.0 J Brg Wid = 5.5 Mm Req 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.486 F Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.318 Bearing J is a rigid surface. Bearing F Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.371 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type (s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 165 -535 C-D 185 -767 Lumber B-C 158 -537 D-E 176 -766 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. I - H 886 -204 H - G 885 -204 Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens Comp NDS/TPI reduction factors. A-J 176 -694 G-D 144 -451 Loading A-I 822 -192 G-E 914 -204 Truss checked for 300# movable concentrated load . I - B 123 -425 E - F 177 -682 along Top Chord, nonconcurrent with design gravity I - C 118 -532 loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. 000) Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes No. C 58005 Provide for complete drainage of roof. \\ \ 05/09/2024 1*/I Truss must be installed as shown with top chord up. CIV OF . CAL VVP.KNINU-' KtALJ ANL) 1-ULLOW ALL NU I tj UN I HIZi U14AVV1N(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) f6r safety practices prior to performing these functions. Installers shall provide temporary. 15511300-17W bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing mnslalled on the CLR per BCSI sections B3 B7, or BiD as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine a division of ITW Build na Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the —co— truss in conformance with ANSI P1 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawino' indicates acceptance of professional enaineeing responsibility solely7or the design shown. The suitabilifç' and use of This 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; CC: iccsafe.org; AWC:awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R 6852 JRef.1X2068520005 T61 / AVIARA WEST APARTMENTS DrwNo: 129.241453.50934 Truss Label: C12 JCJ / GWH 05/08/2024 410" 884 12108 410" 3104 424 12 0.5 1111. 5X3 A m3X9 1111 5x.3 I I I 12108 13104 10' 424 10" 884 12108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 Loc R+ / R- I Rh I Rw /U I RL BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.025 C 999 180 H 661 I- I- /368 I- /71 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 A - - E 661 I- I- /372 I-- - Des Ld,748.00 EXP: C Kzt NA Mean Height 23 34 ft HORZ(TL). 0.008 A - - Wind reactions based on MWFRS Building Code. Creep Factor: 2.0 H Brg Wid = 5.5 Mm Req = 1.5 (Truss) NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL 6 0 psf CBC 2022 Max TC CSI: 0.596 E Brg Wid = 4.0 Mm Req = 1.5 (Truss) Bearing H is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI: 0.406 Bearing E Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 309 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.419 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Lumber Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 B-C 177 -659 C-D 168 -€ Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content H - G 673 -179 G - F 673 -179 of 19% prior to installation. Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens. Comp. NDS/TPI reduction factors. H - B 214 -794 F - D 777 -194 F-C 147 -442 D-E 177 -625 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C ESSI member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes No. C 58005 Provide for complete drainage of roof. \\ 05/09/2024 Truss must be installed as shown with top chord up. OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) ro'r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1 0, as applicable. Aoply plates to each face of truss and position as d1Ih shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilmfS' and use of this drawing for any structure is the responsibility of the BuildingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 1128 32" 31 0 04 4'2"4 32" 74 1128 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.002 I 999 240 Lu: NA Cs: NA VERT(CL): 0.002 B 999 180 Snow Duration: NA HORZ(LL): 0.012 F - HORZ(TL): 0.013 F - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.164 TPI Std: 2014 Max BC CSI: 0.098 Rep Fac: Varies by Ld Case Max Web CSI: 0.290 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed throuch chord into web & web into chord on one face for a total of (6) staples per connection. A Maximum Reactions (Ibs), or *PLF Gravity Non-Gravity Loc R+ IR- IRh /Rw /U /RL R* 129 I- I- /64 I- /6 R /-565 J 1-454 Wind reactions based on MWFRS R BrgWid= 134 MinReq= - Bearing R is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - C 569 -572 F - I 682 -679 C-F 771 -763 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-P 629 -614 M-J 727 -726 P-M 676 -681 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 860 -879 M - I 822 -829 C-M 895 -922 I-J 466 -511 Ply: 1 Job Number: R344/.W-DV Cust. R 6852 JRef: 1XZ068520005 T62 / AVIARA WEST APARTMENTS DiwNo: 129.24.1453.48605 Truss Label: C13 JCJ / GWH 05/08/2024 32' 7'04 32" 3104 lV 2 4 8 A 3X8 - Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2017 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2017 180.00 TC 0.00 11.21 2017 179.97 BC 0.00 11.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads, No C 58005 * 05/09/2024 * OF CALPOI!v VVAP(NINU P<bP,U P,NU I-ULLUVV ALL NU I tb UN I 1-11b UKAVVINUI inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300.1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroper!v attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as 1411196.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21977 / GABL Ply: 1 Job Number: R3444W_DV Cust: P6852 JRef:1XZ068520005 T62 / FROM. Qty AVIARA WEST APARTMENTS DrwNo: 12924.145348605 Page 2 of 2 Truss Label: C13 JCJ / GWH 05/08/2024 Additional Notes See DWGS Al 1530ENC160118, GBLLET1N0118, & GABRST16011 8 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up. No C 58005 * 05/09/2024 * OF CAU WARNIN KAU AND -OLLOW ALL NO I hS ON I IllS Ul(AWIN(3' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawino, indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitability and use of This Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpirieitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520005 T210 AVIARA WEST APARTMENTS DrwNo: 12924.145355230 Truss Label: C14 JCJ / GWH 05/08/2024 6615 1134 16 181112 221112 261112 30108 6615 485 4812 21112 4' 4' 31012 N 12 3X4 o 5X6 3X8 F,- 06 41 ________ hi Ip_p Al 191 I bl AU AY 'AH'I AK Al AF iiinXs AS ARAQ AN 3X4 30108 1134 4'54 334 4' 4' 31012 1134 1588 181112 221112 261112 30108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria £ Maximum Reactions (los), or "PLI- TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Icc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.007 J 999 240 LocR+I R-I Rh/Rw/U/RL AU*151 I I- /178 /51 /235 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.016 D 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 Z - - AN128 I- I- /71 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.022 Z - - AU /-528 Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 BA /-239 Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.185 AQ /-129 BCDL: 6.0 psf AK /-113 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPl Std: 2014 Max BC CSI: 0.214 Al 1408 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.545 AF /-177 Loc. from endwall: Any FTIRT:8(0)I10(0) Z /-171 GCpi: 0.18 Plate Type(s): Wind reactions based on MWFRS VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 AU Bra Wid = 136 Min Rea = - Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g), Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.98 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. C 58005 * 05/09/2024 % !;4 * AN brg vvia = zj4 win <eq = - Bearings AU & AN are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) ChordsTens.Comp.ChordsTens.Comp. A-F 1012 -1051 M-P 895 -888 F - J 554 -584 P - 5 893 -888 J - N 825 -852 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AU-AS 475 -474 AK-Al 1292 -1278 AS-AR 1105 -1104 Al-AF 1398 -1388 AR-AN 1042 -1017 AF-AC 679 -888 AN-AK 2089 -2076 AC- Z 727 -727 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AU 537 -594 AN-J 766 -892 A-AR 1016 -998 J-M 1304 -1301 AR-F 554 -694 M-Al 780 -810 F -AN 845 -864 5-AC 607 -631 Maximum Gable Forces Per Ply (Ibs) GablesTens.Comp. AS-AY 59 -389 WAKNINt5 l'<AU ANt) hOLLOW ALL NO I bS ON I Hlb Ut4,AWINtj! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) f6r safety practices prior to performing these functions. Installers shall provide temporary (851)300-1758 bracing er BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aeply plates to each face oftruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. IAlpine, a division of ITW Building- Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ltruss in conformance with ANSI/PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawing indicates acceptance of professional engineering responsibility solely tor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21554 / GABL Ply; 1 Job Number: R3444W_DV Cust; R6852 JRef:1XZ068520005 T210 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.55230 Page 2 of 2 Truss Label: C14 JCJ I GWH 05/0812024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. oC58005 '-.1 II 05/09/2024 * Civit- HE INSTALLERS I follow the latest edition of BCSI (Build per ,ision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the formance with ANSI/TPI 1, or for handling, shipping,, installation and bracinq of trusses. A seal on this drawing or cover page rawing, indicates acceptance of professional engj.neering responsibility solely 90r the design shown. The suitability and use of this any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Inland Empire Truss 275 West Rider St Ferris CA 92571 (951)300-1758 ALPINE AN ITW CO—NY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Ply: 2 Job Number: R344W_DV Cust: R6852 JRef. 1XZ068520005 1235 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.49886 Truss Label: C15 JCJ / GWH 05/08/2024 2 Complete Trusses Required 1044 1498 21412 llQ"4 298' 53" 514 454 6'T'4 58 7912 lii. 5X3 E 12 \A6X6 I 5X3 H0508 III 1.5X3 X6 :1 I \11R 11 II 82 L 13X10 --H0508 m6X10 m8X10 m4X12 8X8 m5X16 8X16 1118X10 298" 514 454 284 8' 424 I 53 4 1498 104 17512 25512 298" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.305 E 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.394 E 902 180 Q 2800 1- /2500 /969 /660 /1504 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.108 E - - J 5078 1-2215 /- /2339 /2047 I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.140 E - - Wind reactions based on MWFRS Mean Height: 24.70 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL 10,8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.353 J Brg Wid = 4.0 Mm Req = 2.7 (Truss) BCDL: 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.448 Bearing Q is a rigid surface. Bearing J Fcperp = 625p5i. Spacing: 24.0 " C&C Dist a: 3.09 It Rep Fac: Varies by Ld Case Max Web CSI. 0.749 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 502 -1938 F - G 2182 -5483 Lumber Loading B - C 731 -2408 G - H 1745 -3574 Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Truss checked for 300# movable concentrated load D - F 2181 -5494 H - I 1729 -3551 Bot chord 2x10 DF-L #2(g) Bi, along Top Chord, nonconcurrent with design gravity B2 2x6 DF-L SS(g); loads. Webs 2x4 DF-L Standard(g) W4, Truss checked for 250# movable concentrated load Maximum Bot Chord Forces Per Ply (Ibs) W15 2x4 DF-L#2(g); W12 2x6 DF-L#2(g); along Bottom Chord, nonconcurrent with design Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content gravity loads. Q - P 1258 -1238 N - M 5042 -1789 of 19% prior to installation. P-0 1856 -490 M - L 6291 -3418 Purlins 0-N 5028-1783 L-K 6265 -3410 Nailnote 'Laterally brace bottom chord above filler with purlins Nail Schedule:0.131"x3", mm. nails at 24" OC. Maximum Web Forces Per Ply (Ibs) Top Chord. 1 Row @10.75" o.c. Webs Tens.Comp. Webs Tens Comp. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. A-Q 338 -1365 T-G 1206 -637 Use equal spacing between rows and stagger nails A - P 1921 -506 U - G 1923 -1934 in each row to avoid splitting. P - B 220 -647 G - V 1738 -2923 Special Loads B -0 491 365 V - W 2091 -3377 -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) 0-C 1685 -575 W-K 2109 -3403 0-D TC: From 78 plf at -3.47 to 78 plf at 14.79 1378 -3369 K-I 4211 -2049 TC: From 76 plf at 14.79 to 76 plf at 29.67 186 -463 C-D 762-2485 X-K BC: From 4 plf at -3.47 to 4 plf at -1.21 187 -465 D-M 640 -940 X-H BC: From 20 plf at -1.21 to 20 plf at 29.67 PL: 5000 lb Conc. Load at (21 .81,20.99) M-S 1546 -993 I-J -T -1098 S 1543 1121 -2505 Plating Notes i Connectors in green lumber (g) designed using i No'C 58005 NDSITPI reduction factors. All plates are 3X4 except as noted. * 05/09/2024 0 Or WAKNIN( i<AU PNU WLLOVV ALL NO i tti ON I 111ti ui<AvviNu! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the s,rwcoeruuv truss in conformance with ANSI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paoe listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabilifS' and use of tl'tis 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21993 I MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520005 T235 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.49886 Page 2of2 Truss Label: C15 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2215# MAX from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 * 05/09/2024 * OF CAU **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary l951l300-1758 bracing Der BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General _ p__p rel E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawinq or cover pae listing this drawina' ai indicates acceptance of professional enneering responsibility soleIyfor the design shown. The suitabili , and use of is 155 Harlem Ave drawing for any sfr ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw com; TPI tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 658 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L#2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.75" o.c. Bot Chord: 1 Row @12.00' o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.1.25) TC: From 78 p11 at -2.26 to 78 p11 at 16.00 TC: From 76 plf at 16.00 to 76 pIt at 30.88 BC: From 4 p11 at -2.26 to 4 p11 at 0.00 BC. From 20 p11 at 0.00 to 20 p11 at 30.88 PL: 5000 lb Conc. Load at (23.0220.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520005 T236 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.50730 Truss Label: C16 JCJ / GWH 05/08/2024 2 Complete Trusses Required 658 11612 16' 1884 2210" 2684 30108 658 514 454 284 4112 3104 424 III 1.5X3 12 2 06X8 5 6X8 -\7P S;~ P SMi!E::;~! V~Z, b c" T~ J, 9 S W12 X u ffl3X10 m6X10 m8X10 4X12 m5X16 --8X16 HOMO m3X10 mH0710 1 30108 1 514 i 454 284 4112 3104 424 11612 16' 1884 2210" 2684 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pt: NA Ce: NA VERT(LL): 0.343 E 999 240 Loc R+ I R- I Rh / Rw /U / RL Q 2806 1- /2500 /944 /621 /1504 Lu: NA Cs: NA VERT(CL): 0.444 E 834 180 Snow Duration: NA HORZ(LL): 0.103 E - - J 5190 /-2209 I- /2377 /2073 I- IORZ(TL): 0.133 E - - Creep Factor: 2.0 Wind reactions based on MWFRS Q Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI. 0.484 J Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI: 0.458 Bearing Q is a rigid surface Rep Fac: Varies by Ld Case Max Web CSI: 0.756 Bearing J Fcperp = 625p5i. FTIRT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-R 59' -225 F-( 7187 -5697 WAVE, HS B-C 781 -2628 G-H 1740 -3655 D-F 2185 -5709 H - I 1724 -3632 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q - P 1269 -1222 N - M 5317 -1852 P-0 2243 -574 M-L 6443 -3410 0-N 5302-1846 L-K 6416 -3402 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, A-Q 322-1361 T-G 1212 -561 A-P 2240 -574 U-G 1922 -1934 P-B 181 -486 G-V 1733 -3006 B-0 269 -395 V - W 2086 -3464 0-C 1869 -615 W-K 2104 -3491 O-D 1371 -3455 K-1 4307 -2044 C-D 815-2712 X-K 186 -463 D-M 555 -945 X-H 187 -465 M-S 1550 -913 l-J 1118 -2560 S-T 1547 -930 No: C 58005 * 05/09/2024 * Ole CAU Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. 'VVMkrllPlU F'ctp,U b\iNL) rULLUVV ALL NU I t:Z> UN I MR> UF4P,VViNij! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatinci handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI an8'SBCA) fo'r saTety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing Der BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 610 as applicable. Aciply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE E Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pace I listing this drawin indicates acceptance of professional enalneering responsibility solely nor the design shown. The suitability and use of flüs 155 Harlem Ave drawing for any sr'ucture is the responsibility of the Buildingtesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21995 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520005 T236 FROM: Qty. AVIARA WEST APARTMENTS DrwNo: 129.24.1453 50730 Page 2 of 2 Truss Label: C16 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2209# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 CIV WAKNIN i-(i\U ANL) i-OLLOVV ALL NO I b. ON I hi uiJvviN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, Z unless noted otherwise. Refer to drawings 160A-for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuiIdinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawinci, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This Harlem Ave drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520005 T237 AVIARA WEST APARTMENTS DrwNo: 12924.1453.54355 Truss Label: C17 JCJ / GWH 05/08/2024 6615 1134 16 1810 2210' 2610" 30108 6615 485 4812 210" 4' 4' 408 E o II 30108 6615 485 454 318 4' 4' 408 6615 1134 1588 1810" 2210" 2610" 30108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity . Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.148 E 999 240 Loc R+ / R- / Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.360 E 999 180 Q 1505 I- I- /906 I- /148 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.044 E - - J 1490 I- I- /888 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.107 E - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 0 Big Wid = 5.5 Mm Req = 1.6 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.718 J Big Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.543 Bearing 0 is a rigid surface. Bearing J Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac. Varies by Ld Case Max Web CSI. 0.975 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 50-2317 F-G 228 -3384 Lumber B-C 87 -2236 G-H 125 -1828 Top chord 2x4 DF-L #2(g) D-F 234 -3375 H - I 118 -1827 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp of 19% prior to installation. P-0 2159 -157 M-L 2884 -179 Plating Notes 0-N 3536 -213 L - K 2884 -180 Connectors in green lumber (g) designed using N - M 3547 -215 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Truss checked for 250# movable concentrated load A -0 31 -1447 C - D 159 -2239 along Bottom Chord, nonconcurrent with design A - P 2148 0 M - G 621 -38 gravity loads. P - B 77 -400 G - K 84 -1349 0-C 1268 -40 K-1 2198 -137 Wind 0-D 118 -1854 l-J 112 -1451 Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. M Wind loading based on both gable and hip roof types. No. C 58005 * 05/09/2024 * Pir CALAW ~3-6,!y3pv WARNINt3' F<AUANUbULLOW ALL NUISON iHiVKAWiNti! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. Ferris CA 52571 (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly aHachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with Idiagonal bracing in1aIIed the CUR BCSI B3, B7, B1O Aoply to face 'truss on per sections or as applicable plates each of and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE (Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paae (listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilit' and use of this (drawing any srr'ucture responsibility of per 155 Harlem Ave North Building, 4th Floor for is the the Building 'Designer ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.comjcC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T245 AVIARA WEST APARTMENTS DrwNo 129.24.1453.46840 Truss Label: C18 JCJ / GWH 05/08/2024 2 Complete Trusses Required 310" 658 11612 16'219" 259" 30108 310" 278 514 454 19" 4' 4' 518 F 12 6X6 I 6X6 1113X4 I II K 1113X10 6X16 8X10 4X12 m110310 m110710 m8X16 1118X10 4012 A 26912 310" 278 454 19 4' 4' 518 310" 658 15-1'11312 16' 179" 219" 259" 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.313 N 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.404 N 798 180 S 765 I- /2500 /318 /99 /1587 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.104 F - - R 2628 /421 I- /1082 /853 I- EXP: C Kzt NA 1ORZ(TL): 0.135 F - - Des Ld: 48.00 K 4675 1-1940 I- /2204 /1995 I- Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL. 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.451 S Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 60 psf Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.452 R Brg Wid = 5.5 Mm Req = 1.5 (Truss) K Brg Wid = 4.0 Min Req = 2.5 (Truss) Spacing: 24.0 " C&C Dist a 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.999 Bearing S is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings R & K Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HIS VIEW Ver 2301.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Loading Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Truss checked for 300# movable concentrated load A - B 276 -1056 G - H 2390 -5247 Bot chord 2x10 DF-L #2(g) B1, along Top Chord, nonconcurrent with design gravity B - C 296 -1009 H -1 1914 -4019 B2 2x6 DF-L SS(g); loads. C - D 766 -2186 I - J 1940 -4008 Webs 2x4 DF-L Standard(g) W6, Truss checked for 2504 movable concentrated load E - G 2372 -5270 W17 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); along Bottom Chord, nonconcurrent with design Lumber shall be dried to a maximum moisture content gravity loads. of 19% prior to installation Maximum Bot Chord Forces Per Ply (lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. Nailnote Laterally brace bottom chord above filler with purlins S - R 1244 -1251 0 - N 4930 -2008 Nail Schedule:0.131"x3", mm. nails at 24" OC. R -0 1244 -1251 N - M 6352 -3669 Top Chord: 1 Row @12.00" cc. 0- P 1543 -599 M - L 6336 -3528 Bot Chord. 1 Row @ 7.50" O.0 P-0 4914 -2001 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads (Lumber Dur.Fac.1 .60 / Plate Dur Fac.=1 .25) A-S 121 -548 W-X 1631 -1385 TC: From 78 plf at -2.26 to 78 plf at 16.00 A - T 1039 -282 X - Y 823 -536 TC: From 76 plf at 16.00 to 76 plf at 30.88 T-Q 1057 -291 X-H 924 -973 BC: From 4 plf at -226 to 4 plf at 0.00 R-T 116 -418 Y-H 1898 -1645 BC: From 20 plf at 0.00 to 20 plf at 30.88 Q-C 412-1054 Y-Z 790 -522 PLB: 5000 lb Conc. Load at (21.75,21.72) C - P 1222 -586 H-Z 1531 -2452 P - D 1470 -624 Z -AA 2006 -2920 Plating Notes P-E 1716 -3467 AA-L 1975 -2933 Connectors in green lumber (g) designed using No. C 58005 D-E 802 -2266 L-J 4479 -2168 NDS/TPI reduction factors. \\ E-N 616 -823 AB-L 195 -482 All plates are 1.5X3 except as noted. *' 05/09/2024 N - W 1667 -1374 AB- I 201 -491 V-N 474 -366 J - K 1002 -2295 CIV V-G 474 -369 OF IF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing cer BCSI. Unless noted oTherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10 as applicable Aeply plates to each face of 'truss and with position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss ANSI/WI 1 for handling, installation bracing trusses. A this drawing, in conformance with or shipping,, and of seal on or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely br the design shown. The suitabilif and use of this -Designer North Building, 4th Floor drawing for any sfi-'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineLttw.com; TPI: tpinst.org; SBCA: sbcacomponents.comJCCHccsafe.og; AWC: awc.org Glenview, IL 60025 SEQN: 22015 / MONO Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef: 1 XZ068520005 T245 FROM: Qty. AVIARA WEST APARTMENTS DrwNo: 12924 1453.46840 Page 2 of 2 Truss Label: C18 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-1940# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoJ* 0 1/ - ?AWING! UDING THE INSTALLERS efer to and follow the latest edition of diagonal bracing Installed on the ULF< per BLSI sections b3, b(, or bit), as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's Genen Notes page for additional information. Alpine a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/PI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional enginerin9 responsibility solelytor the design shown. The suitability and use of this drawing for any s[ructure is the responsibility of the Build ing]Jesigner per ANSIITPI 1 Sec 2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc,i Inland Empire Truss 275 West Rider Si Ferris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. B-C 974-2830 G-H 1963 -4_. D-F 2486 -5973 H - I 1988 -4311 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q-P 1270 -1223 N-M 5772 -2282 P-0 2398 -725 M-L 6866 -3751 0-N 5755-2274 L-K 6846 -3610 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 408-1448 T-U 825 -536 A - P 2395 -726 T - G 888 -750 P-B 218 -525 U-G 1896 -1645 B-O 314 -449 U-V 789 -523 0- C 2028 -765 G - V 1570 -2700 0-D 1765-3772 V-W 2047 -3178 C-D 1016 -2922 W-K 2017 -3194 D-M 346 -777 K - I 4818 -2222 M-S 1629-1138 X-K 195 -482 R-M 560 -380 X-H 201 -491 R-F 559 -383 I-J 1057 -2463 S-T 1594-1155 Ply 2 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520005 T242 AVIARA WEST APARTMENTS DrwNo: 129.24.145345418 Truss Label: C19 JCJ / GWH 05/08/2024 2 Complete Trusses Required 658 11612 16' 179" 219" 259" 30108 658 514 454 19" 4' 4' 518 III 1.5X3 E H0310 mH0710 1111,5X3 30108 514 454 1'S" 4' ' I 11612 16' 179" 219" 25'S" 30108 Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf NA Ce: NA VERT(LL): 0.376 E 985 240 Loc R+ /R- /Rh IRw ID /RL Lu: NA Cs: NA VERT(CL): 0.486 E 762 180 Q 2982 /-10 /2500 /1102 /796 /1587 Snow Duration. NA HORZ(LL): 0.114 E - - J 5014 /-1995 I- /2344 /2105 I- HORZ(TL): 0.147 E - - Wind reactions based on MWFRS Building Code: Creep Factor. 2.0 Q Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.484 J Brg Wid = 4.0 Min Req = 2.7 (Truss) TPI Std: 2014 Max BC CSI: 0.486 Bearing Q is rigid surface. Bearing J Fcperp = 625p5i. Rep Fac Varies by Ld Case Max Web CSI: 0.826 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 A-13 751 -2525 F - C, 7502 - N&C 58005 * 05/09/2024 CIV OP 658 658 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height 24.50 ft NCBCLL. 0.00 TCDL 108 psf Soffit. 2.00 BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at -2.26 to 78 plf at 16.00 TC: From 76 plf at 16.00 to 76 plf at 30.88 BC: From 4 plf at -2.26 to 4 plf at 000 BC: From 20 plf at 0.00 to 20 plf at 30.88 PLB: 5000 lb Conc. Load at (21.75,21.72) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. WARNING' REAL) AND I-OLLOW ALL NO I ES ON 1 M1 L)NAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1755 bracing er BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in'caIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face of 'truss and position as 11411116111.11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT'iN Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the asi,c05555 truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuiIding'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.cojjCC: iccsafe.org; AWC awc.org Glenview, IL 60025 SEQN: 22013 / MONO Ply: 2 Job Number: R3444W0V Gust R6852 JRef:1XZ068520005 T242 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129.24 1453.45418 Page 2 of 2 Truss Label: C19 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -1995# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 OF CAUV~ I VVRrcPlIPl'.. N.t/LJ MINL) rULLUVV P'LL INU I LO UN 11110 L)NJkVVI NU! Inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ffi'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperfv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per .,CSI sections B3, B7, or 810, as applicable Aoply plates to each face of Iruss and position as 104-2111-1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine a division of ION Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwCOMPANY Itruss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave i drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 4012 i 26912 S 1112 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh I Rw / U / RL S 790 I- I- /475 I- /148 R 820 I- I- /496 I- K 1388 I- I- /824 I- Wind reactions reactions based on MWFRS S Brg Wid = 5.5 Min Req = 1.5 (Truss) R Brg Wid = 5.5 Min Req = 1.5 (Truss) K Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing S is a rigid surface. Bearings R & K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 0-1409 G-H 213 -3023 B-C 25-1452 H - I 142 -2025 C-D 66-1842 l - J 135 -2026 E-G 217-3018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp 0-P 1360 -119 N-M 2772 -177 P-0 3061 -192 M-L 2772 -177 0-N 3071 -194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 0 -814 P-D 903 -14 A-T 1378 0 P-E 120 -1697 B-T 60 -419 D-E 141 -1856 T-Q 1399 0 H - L 62 -953 R-T 64 -531 L - l 95 -391 0-C 47 -540 L - J 2277 -145 C- P 437 -9 J - K 114 -1338 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520005 T243 AVIARA WEST APARTMENTS DrwNo: 12924 1453.50183 Truss Label: C20 JCJ / GWH 05/08/2024 310 6615 1134 16' 17'7" 2174 2574 30108 310' 2815 485 4812 l74 4 4 534 310" 2815 485 454 1'1012 4' 4' 534 310 6615 1134 1588 1774 2174 2574 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL) 0.126 F 999 240 BCLL. 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.308 F 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.041 F Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.099 F Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft TCDL: 10.8 psf Creep Factor: 2.0 Soffit: 2.00 BCDL 6.0 psf CBC 2022 Max TC CSI: 0.489 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.489 Spacing 240 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.925 Loc. from endwall. Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s) VIEW Ver: 23.01.02 0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 't II * V 05/09/2024 / * VVAKNIN.i I-<bjU JNU I-ULLUVV ALL NU I tZ5 UN I NIZ5 UPJkVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 52571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing Der BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General i...pi rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwcoepaev truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina ' indicates acceptance of professional enaIneeing responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any 5f1ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Gust R 6852 JRef: 1XZ068520005 T246 AVIARA WEST APARTMENTS DrwNo: 129.241453 45996 Truss Label: C21 JCJ / GWH 05/08/2024 I 2 Complete Trusses Required 52" 1034 1488 l6'5" 2058 2458 297 r 52" 514 454 19" 4' 4' 518 III 1.5X3 12 06~6 12 05 B 1111.5X3 F _8x10 --6X8 T W4 W1 e 4X6 III3X8 mH0310 --6X16 m8X10 m5X8 m8X16 1118x10 m110710 1I11.5X3 297' 52" 514 19" 4' 4' 518 52" 1034 1488 16'5" 2058 2458 297' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefi L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.332 E 999 240 Loc Ri' / R- / Rh / Rw /U / RL 0 2983 /-139 /2500 11138 /844 /1587 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.429 E 827 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.120 E - - J 4887 /-1992 /- /2296 /2070 I- Des Ld: 48.00 EXP: C Kzt. NA HORZ(TL): 0.155 E - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.72 ft Creep Factor: 2.0 Q Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf BCDL 60 CBC 2022: Max TC CSI: 0.369 J Brg Wid = 4.0 Mm Req = 2.6 (Truss) Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.473 Bearing Q is a rigid surface. Bearing J Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: 'lanes by Ld Case Max Web CSI: 0.805 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 02.0731.17 A-B 625-2041 F-G 2495 -5683 Wind Duration: 1.60 WAVE, HS Lumber Loading Top chord 2x4 DF-L #2(g)T2 2x6 DF-L #2(9); Truss checked for 3004 movable concentrated load B - C 905 -2579 G - H 1960 -4209 D - F 2478 -5709 H -1 1986 -4197 Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L#2(g); W12 2x6 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at -3.55 to 78 plf at 14.71 TC: From 76 plf at 14.71 to 76 plf at 29.58 BC: From 4 plf at -3.55 to 4 plf at -1.29 BC: From 20 plf at -1.29 to 20 plf at 29.58 PLB: 5000 lb Conc. Load at (20.46,21.72) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted along Top Chord, nonconcurrent with design gravity loads. Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" 00. C 58005 * 05/09/2024 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0-P 1258-1239 N-M 5459 -2198 P-0 1958 -610 M-L 6673 -3747 0-N 5443-2189 L-K 6654 -3605 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 429-1456 T-U 824 -536 A-P 2033 -632 T-G 890 -834 P-B 272 -710 U-G 1897 -1645 B-0 565 -435 U-V 789 -523 0-C 1820 -710 G-V 1568 -2607 0-D 1766-3675 V-W 2045 -3081 C - D 944 -2663 W - K 2015 -3096 D-M 441 -779 K-1 4691 -2219 M-S 1631 -1227 X-K 195 -482 R-M 528 -379 X-H 201 -491 R - F 527 -362 I - J 1039 -2400 S-T 1596-1241 I VVMKNII'l.a" NtPsL) P,INL) ULLUVV I'LL NW i tZ, WIN 1 1`110 UP(OkVVI1NL,l inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br sa,ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have prcperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, 87, or B10, as applicable. Apply plates to each face of truss and position as JAI I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOWAW Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae Ilisting this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilif' and use of this 155 Harlem Ave Idrawing for any st"ructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22021 I MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T246 FROM: Qty. AVIARA WEST APARTMENTS DrwNo 129.24,1453 45996 Page 2 of 2 Truss Label: C21 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -1992# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 05/09/2024 cIvL_ OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid .ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, 01610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawino, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst ora; SBCA: sbcacomponents.com; ICC: iccsafe.orp; AWC: awc.orq Glenview, IL 60025 II E Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1 XZ068520005 T247 AVIARA WEST APARTMENTS DrwNo: 12924.1453.50262 Truss Label: C22 JCJ / GWH 05/08/2024 6615 1134 16 17'74 219" 2574 30108 6615 485 4812 174' 4112 3104 534 A 6412 A 6615 485 454 24512 11012 4112 A 3104 6615 1134 1588 177" 219" 2574 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.056 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.136 F 999 180 0 78 /406 I- /14 /177 /148 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.025 E - - P 2242 /- I- /1354 I- EXP: C Kzt: NA Des LdT 8.00 HORZ(TL): 0.061 E - - J 1044 /- /- /618 I- Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.681 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 6 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.452 P Brg Wid = 5.5 Min Req = 2.0 (Truss) J Brg Wid = 4.0 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.694 Bearing 0 is a rigid surface. Loc. from endwall: Any FT/RT:8(01/10(0) Bearings P & J Fcperp = 625p5i. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) A - B 1066 -139 F - G 158 -1667 Bot chord 2x4 DF-L #1&Bet.(g) B - C 15 -516 G - H 119 -1440 Webs 2x4 DF-L Standard(g) W4, D - F 163 -1661 H - I 111 -1440 W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes P-O 0 -819 M-L 1782 -137 Connectors in green lumber (g) designed using 0 - N 1497 -129 L - K 1781 -137 NDS/TPI reduction factors. N - M 1502 -130 All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design A - Q 453 -65 D - M 392 -40 gravity loads. A - P 174 -985 G - K 41 -460 P-B 135-1866 K-H 95 -393 Wind B-O 1548 -31 K-I 1614 -118 Wind loads based on MWFRS with additional C&C 0- D 112 -1321 I - J 100 -996 member design. C-D 85 -469 Left end vertical exposed to wind pressure. Deflection meets U360. otD Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes No. C 58005 Negative reaction(s) of -406# MAX. from a non-wind 111 load case requires uplift connection. See Maximum 05/09/2024 Reactions. OF CALO ' WARNIN <hAD AND t-OLLOW ALL NO I hS ON 11-116 UKAWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or 310, as applicable Apply plates to each face ofruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of n-us 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 -- Drag LUdUS. ruiceosto orro Slut QIdIL CIIU Case 1: 5557 180.00 TC 0.00 30.87 5557 BC 0.00 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. N&C 58005 * 05/09/2024 Civt NtSi*pl:r CALW9. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q - P 2776-2761 N-M 2895 -1267 P-0 1607 -2015 M-L 5088 -3257 0- N 2885 -1262 L- K 5083 -3120 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 856 -612 T-G 1103 -1522 A-P 895-1735 U-G 1903 -1647 P-B 912 -2414 U-V 794 -522 5-0 2444-1042 G-V 1332 -1843 0 - D 1525 -2908 V - W 1799 -2285 C-D 155 -549 W-K 1766 -2293 D-M 1216-1019 K - I 3645 -1896 M-S 1 855 -1952 X-K 195 -482 S-I 1816-1951 X-H 201 -492 T-U 820 -536 I-J 852 -1883 SEQN: 24866 MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520005 T248 FROM. AVIARA WEST APARTMENTS DrwNo: 130 24.1822 53057 Page 1 of 2 Truss Label: C23 / GWH 05/09/2024 __________________________ 2 Complete Trusses Required 658 16'4 179" 219" 259" 30108 658 1151 612 4 45 19" 4' 4' 518 1111.5X3 12 ~56M 6X6 1111.5X3 o 5X6 W4 PIT I wi u 3Xl0 - 6X16 8X10 6X8 8X16 58X10 =5X6 H0710 01 5X3 6412- 658 658 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height. 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L#2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: I Row @12.00" o.c Bot Chord 1 Row @ 7.50 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.1.25) TC: From 78 p11 at -2.26 to 78 plf at 16.00 TC: From 76 plf at 16.0010 76 plf at 3088 BC: From 4 plf at -2.2610 4 plf at 0.00 BC: From 20 plf at 0.0010 20 plf at 30.68 PLB: 5000 lb Conc. Load at (21.75,21.72) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** 24512 514 i 454 19" ' ' 518 11612 16' 179" 219" 259" 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Pbs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.196 T 999 240 / Loc R+ / R- / Rh Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.253 T 999 180 Q 1296 /-1712 /2500 /944 /1205 /5558 Snow Duration: NA HORZ(LL): 0.082 E - - P 5866 (-1632 /- /2607 /2152 /- HORZ(TL). 0.105 E - - J 3842 /-1669 /- /1823 /1675 /- Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS CBC 2022 Max TC CSI: 0.491 Q Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.370 P Brg Wid = 5.5 Min Req = 2.8 (Support) Rep Fac: Varies by Ld Case Max Web CSI: 0.778 J Brg Wid = 4.0 Min Req = 2.0 (Truss) Bearing Q is a rigid surface FT/RT:8(0)/10(0) Bearings P & J Fcperp = 625p5i. Plate Type(s). Members not listed have forces less than 375# WAVE, HS VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Cor Truss transfers a maximum horizontal load of A - B 1820 -977 F - G 1831 -3533 5557 #( 180.00 plf) along top chord, from either B - C 614 -949 G - H 1669 -3269 direction, to supports where indicated. Diaphragm and C - E 108 -442 H -1 1697 -3263 connections are to be designed by Engineer of Record. - D-F 1808-3541 HEAD AND I-OLLUW ALL NOIESON li-IlS UbtAWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an5'SBCA) f5'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inaIIed on the CLR per SCSI sections B3, B7, or B1O as applicable. Apply plates to each face of ttruss and position as 1.4116114., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 i.....pi rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the aurnwCOMPANY truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover page listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC iccsafe.org, AWC: awc.org Glenview, IL 60025 SEQN: 24866 MONO Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 1248 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1822.53057 Page 2 of 2 Truss Label: C23 I GWH 05/09/2024 Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Special loads (Lumber Dur.Fac.=1 .60/Plate Dur.Fac.=1 .25) TC: From 38 plf at -2.26 to 38 plf at 16.00 TC: From 40 plf at -2.26 to 40 plf at 30.88 TC: From 36 plf at 16.00 to 36 plf at 30.88 BC: From 20 plf at 0.00 to 20 plf at 30.88 BC: From 4 plf at -2.26 to 4 plf at 0.00 PLB: -5000 lb Conc. Load at (21.5221.72) Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at -2.26 to 38 plf at 16.00 TC: From 40 plf at -2.26 to 40 plf at 30.88 TC: From 36 plf at 16.00 to 36 plf at 30.88 BC: From 20 plf at 0.00 to 20 plf at 30.88 BC: From 4 plf at -2.26 to 4 plf at 0.00 PLB: -625 lb Conc. Load at (25.7521.72) PL: 625 lb Conc. Load at (17.86,21.78) PL --2500 lb Conc. Load at (21.52,21.72)[0.0 deg] Special loads (Lumber Dur.Fac.=1 .60 / Plate Dur.Fac.1 .25) TC: From 38 plf at -2.26 to 38 plf at 16.00 TC: From 40 plf at -2.26 to 40 plf at 30.88 TC: From 36p1fat 16.00 to 36 plf at 30.88 BC: From 20 plf at 0.00 to 20 plf at 30.88 BC: From 4 plf at -2.26 to 4 plf at 0.00 PLB: 625 lb Conc. Load at (25.75,21.72) FL: -625 lb Conc. Load at (17.86,21.78) PL - 2500 lb Conc. Load at (21.98,21.72)[0.0 deg] NoC 58005 * 05/09/2024 * CAU I -WARNING- READ AND FOLLOW ALL NOI ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peres CA 92571 Component Safety Information by TPI andSBCA) for safety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have proper %y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or 310, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. 'Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 'truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae Ilisting this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: C24 4615 934 14 4615 485 4812 E Cust: R 6852 JRef 1XZ068520005 T249 DrwNc: 129.24.1453.54856 JCJ / GWH 05/08/2024 157" 199" 2374 28108 174' 4112 3104 534 I HE H 28108 4615 485 454 1'10"1 4112 3104 534 4615 934 1388 157U41 199" 2374 28108 Loading Criteria (ps Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 1800 Speed 95 mph Pf: NA Ce: NA VERT(LL): 0.116 E 999 240 Loc R4 I R I Rh I Rw /U I RL BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.282 E 999 180 0 1406 I- I- /840 I- /134 BCDL: 1000 Risk Category II Snow Duration: NA HORZ(LL): 0.046 E - - J 1393 I- I- /833 I- I- EX P: C Kzt. NA Des Ld: 48.00 '-$ORZ(TL): 0.111 E - - Wind reactions based on MWFRS Mean Height: 24.83 ft NCBCLL: 0.00 Building Code Creep Factor: 2.0 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.408 J Brg Wid = 4.0 Min Req = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI. 0.504 Bearing Q is a rigid surface. Bearing J Fcperp = 625psi Spacing: 24.0' C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.907 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Corn" Wind Duration 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Lumber A-B 57-1555 F-G 311 -31 B-C 125-1859 G-H 196 -21 Top chord 2x4 DF-L #2(g) D - F 316 -3037 H - I 188 -2036 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. P-0 1477 -217 M - L 2786 -257 0-N 3088 -294 L-K 2786 -257 Plating Notes N-M 3098 -300 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-Q 53-1370 C-D 187 -1859 Truss checked for 250# movable concentrated load A - P 1608 46 G - K 96 969 along Bottom Chord, nonconcurrent with design P - B 85 657 K - H 102 -392 gravity loads. 0- C 955 -51 K -1 2289 -205 0-D 148-1726 l - J 148 -1344 Wind Wind loads based on MWFRS with additional C&C member design OFESS,0 Left end vertical exposed to wind pressure. Deflection meets L1360. 0 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Xl No.C58005 * 05/09/2024 CIVIi **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810 as applicable Aeply plates to each face of'truss nd position as 1-1111961111.-1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 I__RI E Notes page for additional information. Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T250 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.51418 Truss Label: C25 JCJ / GWH 05/08/2024 2615 734 12 1371 179" 2174 26108 2615 485 4812 17"4 4112 3104 534 E 26108 2615 485 2615 7'3"4 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP:C Kzt:NA Mean Height: 25.12 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1 &Bet.(g) i Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 4112 3104 17's" 2174 Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.092 F 999 240 VERT(CL): 0.223 F 999 180 HORZ(LL): 0.044 E - - HORZ(TL): 0.106 E - - Creep Factor: 2.0 Max TC CSI: 0.395 Max BC CSI: 0.470 Max Web CSI: 0.845 VIEW Ver: 23.01 .02.0731.17 No C 58005 * 05/09/2024 1 Civit-. 5'3"4 26108 A Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL O 1308 1- I- /778 I- /134 J 1295 1- 1- /776 I- Wind reactions reactions based on MWFRS Q Brg Wid = 5.5 Min Req = 1.5 (Truss) J Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing 0 is a rigid surface. Bearing J Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 64 -810 F-G 341 -2659 B-C 112-1483 G-H 221 -1869 D-F 346-2653 H - I 213 -1869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 815 -224 M-L 2506 -288 0-N 2644 -321 L-K 2506 -288 N-M 2652 -327 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 51 -1206 C-D 201 -1475 A - P 1247 -55 G - K 105 -823 P - B 99 -917 K-H 111 -393 B-a 666 -30 K-I 2101 -233 0-C 658 -57 l-J 166 -1247 0-D 175-1607 4'5"4 1'lo"l 1188 1374 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0'/10(0) Plate Type(s): Loading Criteria (ps TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 AWING! JDING THE INSTALLERS fer to and follow the latest edition of Inland Empire Truss 275 West Rider Si Perris CA 92571 (951)300-1758 ALPINE AN YW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 a I d rawing tor any structure For more information see per or not be responsible for any deviation from this drawing, any failure to build the g,. installation and bracing of trusses. A seal on this draw!n or cover page ering responsibility solely -for the design shown. The suitability and use of this tigner per ANSI/TPI 1 Sec.2. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T251 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.53574 Truss Label: C26 JCJ / GWH 05/08/2024 534 10 1174 159" 1974 24108 534 4812 174 4112 3104 534 1111.5X3 0 Ti ill 1.5X3 24108 's" 110121 4112 3104 A 534 I 9'8"8 1174 159" 1974 24108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.072 E 999 240 Loc R+ / R- I Rh I Rw /U / RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.175 E 999 180 0 1209 I- I- /716 I- /132 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.039 D - - I 1198 I- I- /720 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.094 D - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL. 0.00 Building Code Creep Factor. 2.0 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2 00 BCDL 60 psf CBC 2022 Max TC CSI: 0.384 I Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.436 Bearing 0 is a rigid surface. Bearing I Fcperp = 625p5i Spacing: 24.0" C&C Dist . 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.777 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01 020731.17 Lumber A-B 00-1117 F-G 248 -1 C-E 381-2269 C-H 239 -1 Top chord 2x4 DF-L #2(g) E - F 376 -2275 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W13 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. N - M 2199 -353 L - K 2226 -322 M-L 2205 -359 K-J 2225 -322 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-O 91 -1163 F - J 114 -677 Truss checked for 250# movable concentrated load A - N 1189 -83 J - C 119 -393 along Bottom Chord, nonconcurrent with design N - B 402 -69 J - H 1912 -263 gravity loads. N - C 202 -1478 H - I 184 -1150 B-C 210-1100 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. ESS! Right end vertical not exposed to wind pressure. /á7 Wind loading based on both gable and hip roof types. No: C 58005 * 05/09/2024 CIV WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI and fabricating, ro'r safety practices prior to performing these functions. Installers shall provide temPorarç (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a propery attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable ADply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer th drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing anyfailure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover pa 155 Harlem Ave listing this drawino indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of is North Building, 4th Floor drawing for any st'r'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520005 1252 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.53090 Truss Label: C27 JCJ / GWH 05/08/2024 334 8' 974 139" 1774 22108 334 4812 174 4112 3104 534 1111.5X3 12 0 TI [11.0A6 22108 334 454 11012 4112 3104 534 334 788 974 139" 1774 22108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.055 K 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.133 K 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.036 D - Des Ld: 48.00 EXP: C Kzt: NA _____________________ HORZ(TL): 0.086 D - Building Code: NCBCLL: 0.00 Mean Height: 25.12 ft Creep Factor: 2.0 TCDL: 108 psf Soffit: 2.00 BCDL 6.0 psf CBC 2022 Max TO CSI: 0.367 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.404 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.729 Loc. from endwall: Any FT/RT:8(0./10(0) GCpi: 0.18 Plate Type(s): VIEW Var: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1 &Bet.(g) Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. ' Wind loading based on both gable and hip roof types. - No .'C 58005 * 05/09/2024 OF CALAIF&. ~ 6~// * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh /Rw /U IRL 1111 I- I- /657 I- /131 I 1101 I- I- /664 I- Wind reactions reactions based on MWFRS Brg Wid = 5.5 Min Req = 1.5 (Truss) I Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing 0 is a rigid surface. Bearing I Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-13 108 -698 F-G 277 -1537 C-E 420-1886 G-H 269 -1538 E-F 414-1692 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N - M 1757 -388 L - K 1946 -360 M - L 1763 -394 K - J 1946 -360 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-0 108-1085 F-J 125 -535 A-N 1088 -104 J-G 128 -393 N-C 222-1387 J - H 1724 -295 B-C 221 -693 H-1 205 -1053 I VVRKPlIlU Nt/t.) P4NU IULLUVV ALL NU I t:Z> UN 11110 LtVVVIIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as 10111161111.-1 Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. IAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrr,econpusv (truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses,. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawina indicates acceptance of professional engineering responsibility solely nor the design shown. The suitabilif' and use of this Idrawing for any sFr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc Ri- /R- /Rh /Rw /U /RL 1012 I- I- /599 I- /130 I 1004 I- I- /610 I- Wind reactions reactions based on MWFRS Brg Wid = 5.5 Min Req = 1.5 (Truss) I Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing 0 is a rigid surface. Bearing I Fcperp = 625p5i Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con C-E 444 -1503 F-G 302 -1 F-F 438-1509 G-H 293 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1316 -405 L-K 1666 -387 M - L 1320 -412 K-J 1666 -387 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-O 122-13 F - J 130 -433 A-N 978 -138 J-G 137 -393 N-C 240-1283 J - H 1536 -322 C-L 413 -128 H - I 223 -957 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: C28 134 6' 774 119" 1574 20108 134 4812 174 4112 3104 534 12 III1.5X3 D Cust: R 6852 JRef: 1XZ068520005 T253 DrwNo: 129.24.1453.47996 JCJ / GWH 05/08/2024 1111.5X3 20108 134 454 11012 4112 3104 534 134 588 774 119' 1574 20108 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std. ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl LI# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.043 K 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.105 K 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0.030 D - Des Ld: 48.00 EXP: C Kzt' NA HORZ(TL): 0.073 0 - Building Code: NCBCLL: 0.00 Mean Height: 25.12 ft Creep Factor' 2.0 TCDL' 108 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.354 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.376 Spacing: 24.0 ' C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.674 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. 06~ Z. ~Q, X's Wind loading based on both gable and hip roof types. No .'C 58005 * 05/09/2024 40/r CALVF04e:!V/ * WARNING REAL) AND FOLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing er BCSI. Unless noted otherwise, top chord shall have properiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral resiraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing insta11ed on the CLR per _permanent sections B3, B7, or B10, as applicable. Aoply plates to each face ofruss and position as 141l A shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuilclincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ss,,COMPANY truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this Jrawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely'Ior the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 Snow Criteria (PgPf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.030 J 999 240 VERT(CL): 0.073 J 999 180 HORZ(LL): 0.026 C - - HORZ(TL): 0.063 C - - Creep Factor: 2.0 Max TC CSI: 0.341 Max BC CSI: 0.376 Max Web CSI: 0.567 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0/10(0) Plate Type(s): Ver: 23.01 .02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U IRL M 913 I- I- /541 I- /129 H 907 1- I- /558 I- Wind reactions reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) H Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing M is a rigid surface. Bearing H Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-D 449-1121 E-F 320 -1286 D-E 443-1127 F-G 310 -1207 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 871 -401 K-J 1387 -403 L-K 874 -408 J - l 1387 -403 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP:C Kzt:NA Mean Height: 25.12 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #i&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 1 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. M-B 270-1131 I - F 148 -394 B-K 509 -167 l-G 1349 -341 K-E 138 -403 G-H 237 -860 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets IJ360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520005 T254 AVIARA WEST APARTMENTS DrwNo: 129 24.145352960 Truss Label: C29 JGJ / GWH 05/08/2024 4 574 99 1374 18108 4 174 4112 3104 534 12 4 01.5X3 C liii 5X3 18108 388 11012 41 •9_ 12 3'99 57"' 9 3104 53"4 1374 1 19109 NoC 58005 * 05/09/2024 CIV t- Alpine: adivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engi.neering responsibility solelyTor the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TEl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.oi Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN flW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 1113X6 =" In H LIi3X6 Ply: 1 Job Number: R3444W_DV Cust. R 6852 JRef. 1XZ068520005 T255 AVIARA WEST APARTMENTS DrwNo: 129 24.145348261 Truss Label: C30 JCJ / GWH 05/08/2024 2' 3'7"4 7'9" 2' 174 4112 12 4 L" 1111 ,5X3 C 1174 16108 3104 534 188 11012 4112 3104 534 188 374 79" 1174 16'108 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 25.12 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 1 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce' NA VERT(LL). 0.021 J 999 240 Loc R+ / R- / Rh / Rw /U_ I RL Lu: NA Cs: NA VERT(CL): 0.050 J 999 180 M 814 I- I- /495 I- /145 Snow Duration: NA HORZ(LL): 0.020 C - - H 810 I- I- /507 I- I- HORZ(TL): 0.049 C - - Wind reactions based on MWFRS Building Code: Creep Factor. 20 M Brg Wid = 5.5 Min Reg = 1.5 (Truss) CBC 2022 Max TC CSI: 0.330 H Brg Wid = 4.0 Mm Req = 1.5 (Truss) TPI Std' 2014 Max BC CSI: 0.375 Bearing M is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI. 0.759 Bearing H Fcperp = 625p5i. FT/RT:8(0)/1 0(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver: 23.01.02.0731.17 B-D 433 -741 E - F 330 -i( D-E 427 -747 F-G 320 -1L._ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 424 -373 K-J 1109 -404 L-K 426 -380 J - t 1109 -404 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M - B 389 -833 I - F 160 -394 B-K 640 -217 l - G 1162 -352 K - E 195 -497 G - H 248 -764 No: C 58005 * 05/09/2024 * OP CAUV **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceil.ing. Locations shown forpermanent lateral restraint of webs shall have continuous [ateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as 141101111*1 S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions. Refer to jobs General Notes page for additional information. Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the AN MN COM—Y truss in conformancewith ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T256 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.50715 Truss Label: C31 JCJ / GWH 05/08/2024 5,9" 9,7,,4 14108 5,9,, 3104 5,3,,4 1111.5X3 A 3X10 1111.5X3 EO I 14108 I '" 59" 3104 9'T'4 5'3"4 14108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.017 C 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.037 G 999 160 H 714 I- I- /425 /- /74 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 A - - E 714 I- /- /428 EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL) 0.012 A - - Wind reactions based on MWFRS Mean Height: 23.38 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 H Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.406 E Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI: 0.447 Bearing H is a rigid surface Bearing E Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac. Varies by Ld Case Max Web CSI. 0.691 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0'/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 B-C 211 -867 C-D 201 -869 Lumber Top chord 2x4 DF-L #2(g) Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #1&Bet.(g) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(9); Lumber shall be dried to a maximum moisture content H - G 875 -203 G - F 874 -203 of 19% prior to installation. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. H - B 235 -982 D - E 184 -867 F-D 964 -217 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. No: C 58005 * 05/09/2024 * I 'VVAKNIN NAU AND I-ULLUVV ALL NU b.. UN I Mi Dt<AVVINt)I Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) R/r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing ins"called on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of 1truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE 'Notes page for additional information. Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the escoeruuv 'truss in conformance with ANSI/WI 1 or for handling shipping,, installation and bracino of trusses. A seal on this Irawina or cover pace 155 Harlem Ave I listing this drawing indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitabiIif' and use of this drawing for any structure is the responsibility of the BuildingDesigr,er per ANSl/TPI 1 Sec.2. North Building, 4th Floor i For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.0r9; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust' R6852 JRef 1XZ068520005 T257 AVIARA WEST APARTMENTS DrwNo' 129 24.1453 48043 Truss Label: C32 JCJ / GWH 05/08/2024 3'g" 7'74 12108 3'S" 3104 5,3',4 111.5X3 "3X10 A - R 1111.5X3 12108 3104 5'3"4 7'74 12108 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BOLL: 0.00 Enclosure: Closed BODL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.34 ft NOBOLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BODL. 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist' h/2 to h Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GOpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional O&O member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.012 0 999 240 Loc R+ / R- / Rh / Rw /U I RL VERT(OL): 0.028 0 999 180 H 618 I- I- /368 I- /71 HORZ(LL): 0.004 A - - E 618 I- I- /372 I- I- HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Creep Factor 2.0 H Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TO CSI: 0.313 E Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BO 05' 0.375 Bearing H is a rigid surface. Max Web CSI: 0.278 Bearing E Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens .Comp. Chords Tens. Con VIEW Ver: 23.01 .02.0731 17 B-O 202 -712 O-D 192 - Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Oomp. Chords Tens. Comp. H-G 557 -156 G-F 557 -156 Maximum Web Forces Per Ply (Ibs) Webs Tens .Comp. Webs Tens. Comp. H-B 198 -722 F-D 789 -205 F-O 184 -392 D-E 182 -572 No .'C 58005 Snow Criteria (Pg,Pf in PSF) P9: NA Ot: NA OAT: NA P1: NA Oe NA Lu: NA Os NA Snow Duration: NA Building Code: OBO 2022 TPlStd: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): * 05/09/2024 * " OF CALYFds~ "WAKNIN(i'' KtAU AND 1-OLLOW ALL NO i t,5 ON i MiS DKAVViNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of OSI (Building Penis CA 92571 Component Safety Information, by TPI and SBCA) 18r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per P05!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIIed on the CLR per BOSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine, a division of ITW BuiIdinqOomponents Group Inc. haII not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any st'ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBOA: sbcacomponents.com; ICC: iccsafe.org; AWO: awc.org -- Glenview, IL 60025 1128 5114 534 5'114 1128 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Pf: NA Ce: NA VERT(LL): 0.003 I 999 240 Lu: NA Cs: NA VERT(CL): 0.003 F 999 180 Snow Duration: NA HORZ(LL): -0.018 D - '-IORZ(TL): 0.021 D - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.189 TPI Std: 2014 Max BC CSI: 0.111 Rep Fac: Varies by Ld Case Max Web CSI: 0.637 FTIRT:8(0'I10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 tnIvc Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. A Maximum Reactions (lbs), or *pLF Gravity Non-Gravity Loc R+ IR- /Rh IRw /U IRL J* 129 I- I- /62 I- /6 Q /-394 0 /-102 J /-578 Wind reactions based on MWFRS J BrgWid134 MinRequ Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 898 -888 E - I 1088 -1084 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Q-M 1034-1032 M-J 921 -920 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 402 -467 M-I 1211 -1217 A-M 1008-1016 l-J 590 -635 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520005 T258 AVIARA WEST APARTMENTS DrwNo: 129.24.145351980 Truss Label: C33 JCJ / GWH 05/08/2024 5114 1126 5114 534 12 05 (TYP) 3X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h12 to h Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1957 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1957 180.00 TC 0.00 10.87 1957 179.97 BC 0.00 10.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No .'C 58005 * 05/09/2024 OPCAIJ * I VVRNNIN(.j I-(JkL) P,NL) frULLUVV ALL NU 1=6 UN I NIZ5 LTh(AvvINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing ner BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aeply plates to each face of'truss and position as 14111161111111 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, , installation and bracina of trusses. A seal on this drawtna or cover paae I listing this drawina indicates acceptance of professional enatneertng responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.org Glenview, IL 60025 SEQN: 22084 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T258 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.51980 Page 2 of 2 Truss Label: C33 JCJ / GWH 05/08/2024 Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up. NoC 58005 * 05/09/2024 * I All' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Island Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely'for the design shown. The suitability and use of This ar em ye drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.ora; AWC: awc.ora Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1262-1233 0-N 3292 -1395 R-Q 859-1515 N-M 3305 -1404 0-P 1931 -609 M-L 1057 -603 P-0 1937 -612 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 562 -322 V-M 535 -1097 A-R 464-1207 M-X 3202 -1999 R-B 501 -1761 W-M 1877 -2120 B-0 1701 -559 W-H 2275 -2587 Q - D 691 -1917 X-Y 3513 -2269 C-D 144 -540 Y-1 3583 -2311 D-O 718 -502 l-Z 1317 -2290 0-G 1084 -1215 Z-L 1334 -2318 G-U 857 -1400 L-J 2369 -1345 U-V 834 -1374 J - K 1297 -2303 Ply: 2 Job Number: R34.4W_DV Cust: R 6652 JRef: 1XZ068520005 1259 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.51230 Truss Label: C34 JCJ / GWH 05/08/2024 > 2 Complete Trusses Required 658 11612 16 17'7"f 2110" 2510" 25'lO 30108 658 514 454 l'7"4 4'212 4 4' 108 liii 5X3 12 05 XS -6X8 G T2 161±UI : ,tl3 4 oTu64 H 11308 - 4Xl2 6X8 4X8 6X16 11I3X10 =404 8X8 IIl1.5X3 III4X8 A 6412 658 514 454 l'7" 4212 4' 4' 108 658 11612 16' 17'7" 2110" 2510" 2910" 30'0"8 en 378 I 5214-H Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.140 U 999 240 LocR+/R-I Rh/Rw I U/RL Lu: NA Cs: NA VERT(CL): 0.179 U 999 180 S 703 /-1108 /2500 /553 /597 /1587 Snow Duration: NA HORZ(LL): 0.057 E - - R 4285 /-16 I- /1568 /1162 I- HORZ(TL): 0.073 E - - K 4819 1-2691 1- /2475 /2292 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 200 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) 61, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs :1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 p11 at 0.00 to 78 pit at 16.00 TC: From 76p1fat 16.00t0 76p1fat 30.88 BC: From 20 p11 at 0.00 to 20 p11 at 30.88 PLB: 5000 lbConc. Load at (25.83,21.55) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Building Code: Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.461 TPI Std: 2014 Max BC CSI: 0.258 Rep Fac: Varies by Ld Case Max Web CSI: 0.752 FT/RT:8(0/10(0) Plate Type(s): WAVE,HS VIEW Ver: 23.01.02.0731 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity toads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. C 58005 Wind reactions based on ivivvr-t't. S Brg Wid = 5.5 Min Req = 1.5 (Truss) R Brg Wid = 5.5 Min Req = 2.0 (Support) K Brg Wid = 4.0 Min Req = 2.6 (Truss) Bearing S is a rigid surface. Bearings R & K Fcperp = 625p5i. Members not listed have forces less than 375# .17 Maximum Top Chord Forces Per Ply (Ibs) ChordsTens.Comp.ChordsTens.Comp. A-B 1274 -481 G-H 2465 -3950 B-C 139 -552 H-I 2453 -3915 D-F 812-2320 I-J 444 -779 F-G 810-2316 * 05/09/2024 %, _~~v * WPNNIN(i i4.MU ANL) I-OLLOVV ALL NO I LS ON I NlZJ U1<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless notedoherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable AopIy plates to each face of 1truss and position as I shown above and on the Joint Details, unless noted otherwise. Rear to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE (Notes page for additional information. Alpine a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,. installation and bracin9 of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional ngg1eering responsibility solely Tor the design shown. The suitabiIi' and use of this 155 Harlem Ave Idrawing for any sEr'ucture is the responsibility of the Building uesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor Formoreinformationseethesewebsites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orgGlenview,IL60025 SEQN: 22054 / MONO Ply. 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520005 T259 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.51230 Page 2 of 2 Truss Label: C34 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2691# MAX. from a non-wind load case requires uplift connection See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 05/09/2024 Civt- PF CALW9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlir)p, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or 610, as applicable. Apply plates to each face of truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this Harlem Ave drawing for any s!ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Aloine: aloineitw com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ora Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T260 AVIAR.A WEST APARTMENTS DrwNo: 129.24 1453.50480 Truss Label: C35 JCJ / GWH 05/08/2024 658 11612 16' 177 14 2110" 2510" 2910" 30'10"8 I 658 514 454 174 4212 4' 4' 1'0'8 1111.5X3 S 12 o 3X4 5—B D 1111.5X3 3X8 ~4X(5 W4 Co I 1II3X6 4X4 4X10 6X8 m3X8 1111.5X3 m4X8 III3X4 5X6 4X4 6412 24512 - 658 514 454 174 4212 4' 4' 108 658 11612 16' 17'7" 2110" 2510" 2910" I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL) 0.054 F 999 240 Loc R+ I R- / Rh I Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.131 F 999 180 S 132 /-391 I- /15 /168 /148 BCDL: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): 0.024 E - - R 2223 I- I- /1343 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.059 E - - K 1048 I- I- /620 I- I- Mean Height: 0.00 it NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 MaxTC CSI: 0.932 S Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Max BC CSI: 0.456 R Brg Wid = 5.5 Min Req = 2.0 (Truss) K Brg Wid = 4.0 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.690 Bearing S is a rigid surface Loc. from endwall: Any FT/RT:8(0./10(0) Bearings R & K Fcperp = 625p5i. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01 02 0731 17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Negative reaction(s) of -391# MAX. from a non-wind A - B 1038 -137 F - G 160 -1684 T2 2x4 DF-L #1&Bet.(g); load case requires uplift connection. See Maximum B - C 16 -531 G - H 116 -1400 Bot chord 2x4 DF-L #113et.(g) Reactions. D - F 165 -1684 H - I 109 -1407 Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes R-Q 0 -794 0-N 1796 -138 0- P 1554 -134 N - M 1796 -138 Connectors in green lumber (g) designed using P-0 1558 -138 M - L 431 -33 NDS/TPI reduction factors. Loading Maximum Web Forces Per Ply (Ibs) Truss checked for 300# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Top Chord, nonconcurrent with design gravity A - 5 438 -83 G - M 46 -540 loads. A-R 172 -958 M-H 73 -442 Truss checked for 250# movable concentrated load R - B 134 -1854 M-1 1200 -87 along Bottom Chord, nonconcurrent with design B -0 1535 -30 I - L 111 -983 gravity loads. Q-D 117-1361 L-J 1071 -69 Eul C-D 86 -489 J-K 64 -1035 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. No. C 58005 Right end vertical not exposed to wind pressure. \ *\ Wind loading based on both gable and hip roof types. 05/09/2024 CIV / **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) have a properly installed with 'truss diagonal bracing installed on the CLR per BCSI sections 63, B7, or 310 as applicable Apply plates to each face of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes for additional information. page Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation, and bracing of trusses. A seal on this drawina or cover paae professional listing this drawina ' indicates acceptance of enaineering responsibility solely-tor the design shown. The suitabiIif and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 H0508 11106 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.190 E 999 240 VERT(CL): 0.351 E 999 180 HORZ(LL): 0.133 E - - HORZ(TL): 0.174 E - - Creep Factor: 2.0 Max TC CSI: 0.831 Max BC CSI: 0.644 Max Web CSI: 0.987 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520005 T261 AVIARA WEST APARTMENTS DrwNo 12924 1453.52141 Truss Label: C36 ~JCJ / GWH 05/08/2024 658 11612 16' l7'7" 2110" 2510" 2910" 30108 658 514 454 174' 4212 4' 4' 108 I 1 i 1113 A 30108 658 514 454 1'T'4 4212 658 11612 16' 17'7" 2110" 4' 4' 2510" 29 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP:C Kzt:NA Mean Height: 24.50 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W4, W152x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 BC 0.00 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. VIEW Ver: 23.01.02 0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. C 58005 * \ 05/09/2024 / * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL S 1505 I- I- /2230 /455 /5558 K 1490 I- I- /1367 I- I- Wind reactions based on MWFRS S Brg Wid = 5.5 Min Req = 2.4 (Truss) K Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing S is a rigid surface. Bearing K Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A - B 1067 -3789 F - G 232 - B-C 498-3118 G-H 147 -2 C - E 809 -890 H - I 140 -2153 D - F 237 -3436 I - J 28 -470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 5559-5508 0-N 3204 -190 R-Q 4489-1946 N-M 3204 -190 0-P 4277 -220 M-L 612 -40 P-0 4285 -222 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 505-2171 0-G 960 -417 A-R 3619-1076 G-M 73 -1411 R - B 390 -757 M - H 73 -443 B-Q 582 -731 M - I 1906 -115 0-C 1307 -42 I - L 129 -1417 Q-D 123 -1947 L - J 1513 -87 C-D 160-2257 J - K 82 -1467 D-0 118 -641 Loading Criteria (psf) TCLL: 20.00 TCDL. 1800 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " a division of any H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sting, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building and SBCA) fOr safety practices prior to performing these functions. Installers shall provide temporary vise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly i for.permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page ce of professional enqj.neering responsibility solelyTor the design shown. The suitability and use of this sibility of the Building-Designer per ANSIITPI 1 Sec.2. ,tes: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com, ICC: iccsafe.org; AWC: awc.o Inland Empire Truss 275 West Rider St Perris CA 92571 (951(300-1758 ALPINE AN nw COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 4,5,,8 4,5,,8 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.83 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 All plates are 1.5X3 except as noted C 58005 * 05/09/2024 Ivii— Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 54-1370 O-G 416 -43 A-R 1609 -46 G-M 101 -1019 R-B 85 -658 M-H 79 -443 Q-C 987 -54 M-I 1746 -155 Q - D 156-1809 I - L 159 -1322 C-D 189-1874 L - J 1415 -117 D-O 37 -400 J-K 111 -1372 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520005 T262 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.55558 Truss Label: C37 JCJ / GWH 05/08/2024 458 9612 14' 157" 1910" 2310" 2710" 4'5"8 514 1741 4212 4' 4' V S 1113 28108 2 12 ' 5'14 454 174 4 4' 4 9'6"12 14' 15'7" 1910" 2310" 2710" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.113 E 999 240 Loc R+ IR- /Rh /Rw /U /RL S 1407 1- I- /840 I- /134 Lu: NA Cs: NA VERT(CL): 0.275 E 999 180 Snow Duration: NA HORZ(LL): 0.045 E - - K 1393 I- I- /833 I- I- HORZ(TL): 0.110 E - - Creep Factor: 2.0 Wind reactions based on MWFRS S Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.449 K Brg Wid = 4.0 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.514 Bearing S is rigid surface. Bearing K Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.917 Members not listed have forces less than 375# FT/RT:8(0/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 58 -1555 G-H 191 -1989 WAVE, HS B-C 125-1861 H - I 185 -1989 D-F 317-3050 I-J 37 -440 F-G 312-3047 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1477 -217 0-N 2781 -257 Q-P 3169 -302 N-M 2781 -257 P-0 3179 -309 M-L 572 -52 I VVAKNINW t-(bP,U,'kNU i-ULLUVV ALL NOIb UN IhI Ui(AVVIN(j' Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing, or cover pa ae i listing this drawina indicates acceptance of professional .enaineering responsibility solely ror the design shown. The suitabiIif' and use of this 155 Harlem Ave Idrawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: C38 258 7612 12 13'7"j 1710" 2110" 2510" 258 514 454 1741 4212 4' 4' Cust: R 6852 JRet.1XZ068520005 T263 DrwNo: 129.24.1453.44887 JCJ / GWH 05/08/2024 A 258 514 256 7612 26108 4'54 1'74 4212 4' 12' 13'7" 1710" 2110" A 4' 2510" io Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.089 E 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.215 E 999 180 S 1308 I- I- /778 I- /134 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.043 E - - K 1296 I- I- /776 I- I- EXP: C Kzt: NA Des Ld: 48.00 IORZ(TL): 0.104 E - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 0.00 Building Code: Creep Factor' 2.0 5 Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.430 K Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.479 Bearing S is a rigid surface. Bearing K Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.850 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber A-B 64 -810 G-H 216 If B-C 112-1485 H - I 209 -1L- Top chord 2x4 DF-L #i&Bet,(g) D - F 348 -2665 I - J 43 -409 Bot chord 2x4 DF-L #i&Bet.(g) F - G 342 -2662 Webs 2x4 DF-L Standard(g) W4, Wi 5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation Chords Tens.Comp. Chords Tens. Comp. R-Q 815 -224 0-N 2503 -287 Plating Notes 0- P 2713 -330 N - M 2503 -287 Connectors in green lumber (g) designed using p-a 2721 -337 M - L 532 -59 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss checked for 300# movable concentrated load A - S 51 -1296 G - M 110 -874 along Top Chord, nonconcurrent with design gravity A - R 1246 -55 M - H 85 -443 loads. R-B 98 -918 M-I 1592 -176 Truss checked for 250# movable concentrated load B -0 668 -29 I - L 176 -1226 along Bottom Chord, nonconcurrent with design 0 - C 684 -60 L - J 1318 -135 gravity loads. Q-D 184-1676 J - K 128 -1276 1 C-D 203 -1488 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. No. C 58005 Right end vertical not exposed to wind pressure. \\ \ 111 Wind loading based on both gable and hip roof types. 05/09/2024 'N/ / 'OS1 CAUfl2 VVAKNIN(. '<LAD AND -OLLOW ALL NO I Lt. ON I M16 L)I-(AVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (851)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pace 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any stucture is the responsibility of the Build ingoesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 No C 58005 * 05/09/2024 * tro OF CALA .01V Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-Q 91-1164 L-G 92 -442 A-P 1191 -83 L-H 1438 -198 P-B 419 -73 H-K 195 -1130 P-C 213-1534 K - I 1221 -154 B-C 212 -1110 l-J 146 -1181 F-L 121 -729 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T264 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.48998 Truss Label: C39 JCJ I GWH 05/08/2024 5612 I)' 1174 1510" 1910" 2310" 2 5612 454 174 4212 4' 4' D 11u5u5 1114X6 24'lOe 5612 454 174 4212 1 4 5612 10' 1174 1510" 1910" 2310" Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: 11 EXP: C Kzt: NA Mean Height: 25.12 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W132x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. DeflICSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.069 N 999 240 Loc R+ I R- I Rh / Rw /U / RL VERT(CL): 0.167 N 999 180 Q 1210 1- 1- /716 I- /132 HORZ(LL): 0.038 D - - J 1198 I- 1- /720 I- I- HORZ(TL): 0.092 D - - Wind reactions based on MWFRS Creep Factor: 2.0 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.562 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CSI 0.444 Bearing Q is a rigid surface. Max Web CSI: 0.778 Bearing J Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 A-B 96-1118 F-G 242 -1660 C-E 382-2280 G-H 234 -1660 E - F 376 -2278 H - I 49 -379 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2256 -363 M-L 2225 -321 0 - N 2263 -370 L - K 492 -67 N-M 2225 -321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp VVMININLd F1P,U P,NL) FULLOVV ALL NO i tb UN i r1lb Ui<AVViNU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of lruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwCOMPANY itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paoe 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of this Idrawing for any structure is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 -- - Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T265 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.49590 Truss Label: C40 JCJ / GWH 05/08/2024 3612 8' 974 1310" 1710" 2110' 22'19"8 3612 454 174 4212 4' 4' l'0" TI A 3612 3612 22108 454 174 4212 4 8' 974 1310" 1710" A 2110' Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 95 mph Pt: NA Ce: NA VERT(LL): 0.052 E 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.127 E 999 180 Q 1111 I- I- /657 I- /131 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.034 D - - J 1101 I- I- /664 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.083 D - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL' 108 psf Soffit: 2.00 BCDL: 60 psf CBC 2022 Max TC CSI. 0.410 J Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist' 0 to h12 TPI Std: 2014 Max BC CSI: 0.410 Bearing 0 is rigid surface Bearing J Fcperp = 625pm. Spacing: 24.0" C&C Dist a: 3,09 It Rep Fac. Varies by Ld Case Max Web CSI: 0.725 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber A-B 108 -699 F-G 271 -12 C-E 422 -1894 G-H 263 -14 Top chord 2x4 DF-L #1&Bet.(g) E - F 415 -1894 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 3 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. P-0 1802 -398 M-L 1947 -359 Plating Notes 0-N 1808 -406 L-K 453 -76 Connectors in green lumber (g) designed using N - M 1948 -359 NDS/TPI reduction factors All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Truss checked for 300# movable concentrated load A - Q 108 -1086 L - G 99 -442 along Top Chord, nonconcurrent with design gravity A - P 1007 -104 L - H 1284 -222 loads. P-C 234-1429 H-K 215 -1035 Truss checked for 250# movable concentrated load B - C 224 -699 K -1 1124 -175 along Bottom Chord, nonconcurrent with design F - L 133 -614 I - J 167 1086 gravity loads. Wind ESSI Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. 11 05/09/2024 CIVI CIP CAtJ ' WARNIN6j KEADANL)bOLLOW ALL NOIESON IHISL)KAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-17w bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the COMPANY truss in conformance with ANSI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enalneering responsibility solelyor the design shown. The suitabilif9 and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1X7068520005 1266 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.47056 Truss Label: C41 JCJ / GWH 05/08/2024 1612 6' 774 1110 1510' 1910" 20198 1612 454 174 4212 4' 4' 1'0" 12 D I: I 1'6"12 1612 20108 454 174 4212 ' 6' 774 1110" 1510" 1910" - Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.041 M 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.099 M 999 180 Q 1012 I- I- /599 /- /130 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.029 D - - J 1004 I- I- /610 I- EXP. C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.070 D - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.397 J Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 60 psI Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.375 Bearing Q is a rigid surface. Bearing J Fcperp = 625p5i. Spacing: 24.0" C&C Dist a. 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.666 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 C-E 446-1510 F-G 294 -1332 Lumber E-F 438-1511 G-H 286 -1332 Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1 &Bet.(g) Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. P-0 1349 -416 M - L 1670 -387 0-N 1353 -424 L-K 413 -83 Plating Notes N-M 1670 -387 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. . Webs Tens.Comp. Webs Tens. Comp. Loading A-Q 120-1004 L-G 106 -442 Truss checked for 300# movable concentrated load A - P 979 -137 L - F-I 1131 -242 along Top Chord, nonconcurrent with design gravity P - C 253 1313 H - K 233 -940 loads. C-N 389 -124 K-I 1027 -193 Truss checked for 250# movable concentrated load F - L 139 -508 I - J 184 -992 along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. * 05/09/2024 * CgVL.- \' OPCAL%O# WAMNINU l'<AU ANL) hOLLOW ALL NO I Lb ON I hIS L)I<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI an6'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable AopIy plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, Refer to job's General A LPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R 6852 JRef. 1XZ068520005 T267 AVIARA WEST APARTMENTS DrwNo 129 24.1453 54746 Truss Label: C42 JCJ / GWH 05/08/2024 4' 574 910 1310 17 410 18'8 4' 174 4212 4' 1'0" lq" 12 4 i" 1I11.5X3 A 18108 A 4' 174 4212 4' 4' 4' 574 910" 1310" 1710" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-16 Pg: NA Ct' NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0,028 L 999 240 Loc R+ I R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0,068 L 999 180 0 913 I- I- /541 I- /129 BCDL: 10.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0,025 C - - I 907 I- I- /558 I- I- EXP: C Kzt: NA _____________________ Des Ld: 48 00 HORZ(TL): 0.059 C - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 0.00 TCDL: 10.8 psf Building Code. Creep Factor 2.0 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 BCDL' 60 CBC 2022 Max TC CSI: 0.460 I Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.354 Bearing 0 is rigid surface. Bearing I Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.567 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Lumber Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 B - D 449-1122 E-F 311 -11 D-E 443-1128 F-G 303 -i Top chord 2x4 DF-L #i&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 1 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp Chords Tens. Comp. of 19% prior to installation. 0- N 871 -401 M - L 1394 -403 N-M 874 -408 L-K 1394 -403 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-O 98 -376 K-F 114 -441 Truss checked for 300# movable concentrated load 0- B 270 -1132 K - G 977 -255 along Top Chord, nonconcurrent with design gravity B - C 63 -379 G - J 248 -845 loads. B-M 549 -167 J - H 930 -207 Truss checked for 250# movable concentrated load M - E 141 447 H - I 198 897 along Bottom Chord, nonconcurrent with design E - K 138 -402 gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 58005 05/09/2024 CIV '* " '%or cAUV **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f8'r safety practices Drior to performing these functions Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing inlalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracino of trusses. A seal on this drawinq or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This drawing for any sFr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC' awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520005 1268 AVIARA WEST APARTMENTS DrwNo: 129 24.1453.49107 Truss Label: C43 JCJ / GWH 05/08/2024 2' 374 710" 1110 1510 16'1"8 2' 174 4212 4' 4' 1'0" 12 4 F— 1111. 5X3 C 16108 2' 2' 174 4212 4' 4' I'08 161dB 374 710" 1110" 1510' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.020 L 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.043 L 999 180 0 814 I- I- /495 I- /145 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 C - - I 810 I- I- /507 I- I- Des Ld: 48.00 EXP: C Kzt: NA '-tORZ(TL): 0.045 C - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 25.12 ft Building Code: Creep Factor: 2.0 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.309 I Brg Wid 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL' 6,0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.333 Bearing 0 is a rigid surface. Bearing I Fcperp = 625p5i .Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.759 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber B -D 433 -741 E-F 321 -1006 D-E 427 -747 F-G 312 -1006 Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 1 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. 0- N 424 -373 M - L 1118 -404 N-M 426 -380 L-K 1118 -404 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (lbs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading 0-B 389 -833 K-G 824 -260 Truss checked for 300# movable concentrated load B - M 663 -216 G - J 259 -759 along Top Chord, nonconcurrent with design gravity M - E 199 -547 J - F-I 842 -218 loads. K - F 124 -441 H - I 208 -803 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C ESSI member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 58005 \\ *\ 05/09/2024 11 csy 411 'Op rcML.J Mi'41.) rULLUVV /ALL NU i COUiN i I11 urcP,VVilNUl **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI andSBCA) for satety practices prior to performing these functions. Installers shall provide temporary Perris CA 92571 (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in1alled on the CLR BCSI sections 83, B7, or B1O, as applicable Apply to face 'truss per plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae uacoeru listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- IRh /Rw IU IRL J 717 I- I- /425 I- /74 F 717 /- I- /428 I- Wind reactions reactions based on MWFRS J Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing J is a rigid surface. Bearing F Fcperp = 625p51. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con B - C 202 -831 C - D 194 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - l 887 -200 1 -H 887 -206 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 81 -390 D-G 200 -698 J - B 239 -993 G-E 785 -155 H-C 112 -420 E-F 143 -738 H-D 692 -145 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T269 AVIARA WEST APARTMENTS DrwNo; 129.24.1453.53293 Truss Label: C44 JCJ / GWH 05/08/2024 510" 910" 1310" 1' 510" 4' 4' 1 1111. 5X3 A 3X10 III 1.5X3 . ....- I I 14108 510" 4' 4 108 510" 910" 13 ' 10 14108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSl Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.017 I 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.037 I 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 F - - Des Ld. 48.00 EXP: C Kzt: NA _______________________ HORZ(TL): 0.013 F - - Building Code: NCBCLL: 0.00 Mean Height: 23.38 ft Creep Factor: 2.0 TCDL: 10.8 psf Soffit: 2.00 BCDL 6.0 psf CBC 2022 Max TC CSI: 0.570 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.450 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.715 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01 .02.0731.17 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C ESSi member design. Left end vertical exposed to wind pressure. Deflection meets U360 Right end vertical not exposed to wind pressure. Additional Notes No. C 58005 Provide for complete drainage of roof. \\ \ 1 Truss must be installed as shown with top chord up. 05/09/2024 Cl I Cip "WAKNIN(5 HAU ANU iOLLOVV ALL NO I Lb ON I Hlb UXAWIN(3' inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating handlino shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as 14964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information Alpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unrTwcoeaer I truss in conformance with ANStTPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina ' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any s!ructure is the responsibility of the Buil.dingmesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.or9Glnview IL 60025 Ply: 1 Job Number: R3444W_DV Oust: R 6852 JRef: 1 XZ068520005 T270 AVIARA WEST APARTMENTS DrwNo: 129.24.145352356 Truss Label: C45 JCJ I GWH 05/08/2024 310' 1011 1110' 12108 310" 4' 4' 108 12 0.5 I111.5X3 —3X10 A IIl1.5x3 I J III4X6 12108 310" 4' 4' 310" 710" 1110 108 12108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.010 C 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.025 C 999 180 J 661 I- I- /368 1- /71 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 A - - F 661 I- I- /372 I- I- EXP:C Kzt:NA Des Ld: 48.00 HORZ(TL): 0.008 A - - Wind reactions based on MWFRS Mean Height: 23.34 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 J Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.334 F Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dial: h/2 to h TPI Std: 2014 Max BC CSI: 0.313 Bearing J is a rigid surface. Bearing F Fcperp = 625p5i Spacing: 24.0" C&C Dial a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.293 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01. Lumber B-C 194 -713 C-D 184 -702 Top chord 2x4 CF-L #1&Bet.(g) Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Chords Tens.Comp. Chords Tens Comp Lumber shall be dried to a maximum moisture content J - I 586 -159 I - H 586 -159 of 19% prior to installation. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. J - B 201 -755 D - G 195 -632 H-C 141 -439 G-E 713 -154 Loading H-D 588 -134 E-F 144 -673 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. No. C 58005 Additional Notes Provide for complete drainage of roof. 05/09/2024 \\ *\. 111 Truss must be installed as shown with top chord up. CIV / CAL%2 ' VvMrcrllrlu rc,LJ P,iNU rULLUVV /ALL iNL) i MO VIN i riuo L)rcilVViiNi,,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils OA 92571 Component Safety Information by TPI an8'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for aermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/IPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility soIeIyor the design shown. The suitability and use of otis 155 Harlem Ave drawing for any sFructure is the responsibility of the Building ..esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520005 T271 AVIARA WEST APARTMENTS DrwNo: 12924.145347246 Truss Label: C46 JCJ / GWH 05/08/2024 22 62' 102" 112" 22" 4' 4' 108 (— 14" H 12 05 ITYPI '• 3X10 A C ,- 5XR IIIAv Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 1128 22" 4' 4' 108 22" 62" 102" 11'2" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *=PLF Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.002 G 999 240 Loc R+ / R- / Rh / Rw /U / RL T* 129 I- I- /64 /- /6 Lu: NA Cs NA VERT(CL). 0.007 G 999 180 Snow Duration: NA HORZ(LL): 0.011 F - - T 1-591 HORZ(TL): 0.013 F - - Creep Factor: 2.0 L /-114 K 1-336 Building Code: CBC 2022 Max TIC CSI 0.126 Wind reactions based on MWFRS TPI Std. 2014 Max BC CSI: 0.103 T Brg Wid = 134 Min Req = - Bearing T is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.294 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I Chords Tens.Comp. Chords Tens. Corr' VIEW Ver: 23.01.02.0731.17 r. 389 391 i RQ WAVE Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2017 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record, Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2017 180.00 TIC 0.00 11.21 2017 17997 BC 0.00 11.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. C-F 731 -718 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. T - R 449 -432 0 - L 742 -736 R-O 678 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 762 -790 0-1 910 -928 C-O 847 -877 I - L 484 -575 No C 58005 * 05/09/2024 * **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Bui IdincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover pa listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of s 155 Harlem Ave I drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.ora; AWC: awc.orq Glenview, IL 60025 SEQN: 22082 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T271 FROM Qty: AVIARA WEST APARTMENTS DwNo 129.241453.47246 Page 2 of 2 Truss Label: C46 JCJ / GWH 05/08/2024 Additional Notes See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up. C 58005 05/09/2024 9 CAuc2 I WAKNIN(j AU ANt) FOLLOW ALL NO I Lb ON I Nib L)i<AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an 8 SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing ins"called on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. 'Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ltruss in conformance with ANSI/IPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae listing this drawing indicates acceptance of professional enaineehng responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building0esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: F 6852 JRef:1XZ068520005 T272 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.52324 Truss Label: C47 JCJ / GWH 05108/2024 658 11612 16 177 2110 2510' 2910' 30108 4"' 658 514 I 1741 4212 4 lOIS 14' N 12 olM 12 0.5 I X6 4X4 3X8 12 411 A AA 1113X6 AU AT AS AP AM AL AH AE AB e4X4 4X10 5X6 4X8 4X8 III 3X6 5X6 =4X4 30108 658 514 454 174 4212 4' 4' 658 11612 16 17'7" 2110" 2510" 2910 108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 E 999 240 Loc R+ / R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.023 D 999 180 AW146 I- I- /171 /51 /10 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.023 N - - AM*126 I- I- /114 /7 I- EXP: C Kzt: NA HORZ(TL) 0.026 N - - Des Ld: 48.00 AW 1-614 Mean Height: 24.50 ft NCBCLL: 0.00 Building Code. Creep Factor: 2.0 TCDL: 10.8 psf BC 1427 Soffit: 2.00 CBC 2022 Max TIC CSI: 0 BCDL: 6.0 psf .208 AS /-138 AP /-275 Load Duration: 1.25 MWFRS Parallel Dist: 0 to hI2 TPI Std: 2014 Max BC CSI: 0.174 AL /-171 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.703 AB /-126 Loc. from endwall: Any FT/RT:8(0)I10(0) AA /-348 GCpi: 0.18 Plate Type(s): Wind reactions based on MWFRS Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 AW Brg Wid = 190 Min Req = - Lumber Additional Notes AM Brg Wid = 180 Min Req = - Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Bearings AW & AM are a rigid surface. T2 2x4 DF-L #1&Bet.(g); columns of Maximum Reactions table Members not listed have forces less than 375# Bot chord 2x4 DF-L #1 &Bet.(g) See DWGS Al 1530ENC160118, GBLLET1N0118, & Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g)W4, GABRST160118 for gable wind bracing and other Chords Tens.Comp. Chords Tens. Comp. W15 2x4 DF-L #2(g); requirements. A - C 1169 -1207 P - S 708 -706 Lumber shall be dried to a maximum moisture content C-F 669 -715 S-V 696 -679 of 19% prior to installation. F - J 979 -1009 V - Y 732 -722 Plating Notes J - N 830 -857 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Chords Tens. Comp. Chords Tens.Comp AW-AU 474 -473 AM-AL 423 -408 Wind AU-AT 1104 -1103 AL-AH 728 -712 Wind loads based on MWFRS with additional C&C AT-AP 878 -853 AH-AE 742 -726 member design. AP-AM 732 -719 AE-AB 736 -730 Left end vertical exposed to wind pressure Deflection meets U360. Maximum Web Forces Per Ply (Ibs) Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. Wind loading based on both gable and hip roof types. I A -AW 623 -680 M -AL 888 -937 Gable Studs A-AT 1168 -1150 AL-S 863 -887 G. T-F 774 -915 S-AE 880 -915 Gable studs (dashed members) may be installed at 16" F-AP 1148-1168 AE-Y 946 -969 oc with Wave plates. In lieu of plates use (3)16 ga. AP-J 486 -612 Y-AB 508 -596 1/2 x 1.75 wire staples (0.064 Dia.)Toe nailed No. G 58005 AP-M 830 -846 AB-Z 366 -379 through chord into web & web into chord on one face M 859 -856 for a total of (6) staples per connection. 05/09/2024 * Maximum Gable Forces Per Ply (Ibs) Cl I Gables Tens.Comp. Gables Tens. Comp. C -AZ 41 -375 AU-AZ 59 -456 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider Si require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI andSBCA) t'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall of BCSI (Building temporary. have a properly Perris CA 92571 (951)300-1758 attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE drawing, Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN MNCOWANY in ANSI 1 for handling, installation bracina A truss conformance with or shipping,, and of trusses. seal on this or cover paae listing this drawing indicates acceptance of professional .enalneering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave North Building, 4th Floor -Designer drawing for any srr'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23683 / GABL Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 1272 FROM: Qty: AVIARA WEST APARTMENTS DtwNo: 12924145352324 Page 2 of 2 Truss Label: C47 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.98 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. C 58005 * 05/09/2024 * OF ~4ufdp~ I WAKNINlj IPL) 'kNL) I-OLLOVV ALL NO I ON I hI UI(AVVIN(i! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) mr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have proper %V attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of "truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE J Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the Itruss in conformance with ANSI/IPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae Ilisting this drawing indicates acceptance of professional .enaineering responsibility solely Tor the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec 2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W9V Cust. R 6852 JRef: 1XZ068520005 1304 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.51621 Truss Label: C48 JCJ I GWH 05/08/2024 2 Complete Trusses Required 658 11612 18' 175"259" 30108 658 514 454 19" 4' 4' 518 1111.5X3 4 C 12 05 6X6 ~_6XQ 1111.5X3 5VST Wi r~~ i u Z, III3X10 —_6X16 8X10 m6X8 8X16 III8X10 H0310 mi10710 11I1.5X3 30108 658 514 45 16'4 19" ' 4' 518 79" 658 11612 1 219" 259" 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.376 E 985 240 Loc R+ I R- I Rh / Rw /U / RL Q 2982 /-10 /2500 /1102 /796 /1587 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.486 E 762 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.114 E - - J 5014 /-1995 I- /2344 /2105 I- Des Ld: 48.00 EXP: C Kzt NA HORZ(TL): 0.147 E - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 Q Brg Wid = 5.5 Mm Req 1.6 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.484 J Brg Wid = 4.0 Mm Req = 2.7 (Truss) Load Duration: 1.25 BCDL 6 0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.486 Bearing 0 is a rigid surface. Bearing J Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.826 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 is - R 751 -2525 C - r 2502 -5c Wind Duration: 1.60 WAVE, HS Lumber Loading Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g), Truss checked for 300# movable concentrated load D - F 2486 -5973 H - I 1988 -4311 Bot chord 2x10 DF-L #2(g) Bi, along Top Chord, nonconcurrent with design gravity B2 2x6 DF-L SS(g) ; loads. Webs 2x4 DF-L Standard(g) W4, Truss checked for 250# movable concentrated load Maximum Bot Chord Forces Per Ply (Ibs) W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g), along Bottom Chord, nonconcurrent with design Chords Tens.Comp. Chords Tens Comp Lumber shall be dried to a maximum moisture content gravity loads. Q - P 1270 -1223 N - M 5772 -2282 of 19% prior to installation. P-0 2398 -725 M - L 6866 -3751 Nailnote Purlins 0-N 5755 -2274 L-K 6846 -3610 Laterally brace bottom chord above filler with purlins Nail Schedule:0.131"x3', mm. nails at 24 OC. Maximum Web Forces Per Ply (Ibs) Top Chord. 1 Row @12.00 o.c. n r R Bot I Row 45 7 sn' Webs Tens.Comp. Webs Tens. Comp. Webs : 1 Row @4" cc. A - 0 408 -1448 T - U 825 - 536 Use equal spacing between rows and stagger nails A - P 2395 -726 T - G 888 -750 in each row to avoid splitting P-B 218 -525 U-G 1898 -1645 Special Loads B-0 314 -449 U -V 789 523 (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) 0- C 2028 -765 G - V 1570 -2700 TC: From 78 plf at -2.26 to 78 plf at 16.00 0 - D 1765 -3772 V - W 2047 -3178 TC: From 76 plf at 1600 to 76 plf at 30.88 C - D 1016 -2922 W - K 2017 3194 BC: From 4 pIt at -2.26 to 4 plf at 0.00 OFESS D-M 346 -777 K-I 4818 -2222 BC: From 20 plf at 0.00 to 20 plf at 30.88 195 -482 M-S 1629-1138 X- K PLB: 5000 lb Conc. Load at (21.75,21.72) R M 560 -380 X-H 201 -491 559 -383 l-J 1057 -2463 Plating Notes 1594-1155 Connectors in green lumber (g) designed using NDS/TPI reduction factors All plates are 3X4 except as noted. 05/09/2024 111 CI I OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown torpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as IAIIIAIIIIII shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of IT\N BuildmnqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANIMCOMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsate org; AWC: awc.org Glenview, IL 60025 SEON: 22207 / MONO Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520005 T304 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129 241453.51621 Page 2 of 2 Truss Label: C48 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -1995# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 t * 05/09/2024 * N`k;,~ C Civil:. OP CAUIM WARNINLi RAUANU WLLOVV ALL NU I tZi ON 11-1116 Vi-(AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlipg, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint ot webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.org Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 31 -1447 D-M 8 -376 A-P 2148 0 M-G 459 -26 P - B 77 -401 G-K 69 -1115 0-C 1268 -39 K-H 95 -392 0-D K-I 2478 -154 C-D 1 18 -1851 159-2238 l-J 118 -1441 A-B 50-2317 F-G 232 -3 B-C 87-2236 G-H 150 -2 D-F 236-3422 H - I 143 -2202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp P-0 2159 -157 M-L 3067 -191 0-N 3534 -213 L-K 3067 -191 N-M 3545 -215 Ply: 1 Job Number: R3444WDV Gust: R6852 JRef1XZ068520005 1415 AVIARA WEST APARTMENTS DrwNo 129241453.50063 Truss Label: C49 JCJ / GWH 05/08/2024 6615 1134 16 17'7'4 2174 2574 30108 661 5 5 485 4812 174l 4 534 30108 6615 485 454 1'10"1 3104 4 534 6615 1134 15'8"8 1774I 2174 2574 30108 112 Loading Criteria (psI) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 Wind Criteria Wind Std. ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: Il EXP:C Kzt:NA Mean Height: 24.50 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.09 ft Loc. from endwall- Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (PgPt in PSF( Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA uilding Code: BC 2022 31 Std: 2014 ep Fac: Vanes by Ld Case I7RT:8(0)/10(0) ate Type(s): Defh/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.150 E 999 240 VERT(CL): 0.363 E 999 180 HORZ(LL): 0.045 E - - HORZ(TL): 0.109 E - - Creep Factor: 2.0 Max IC CSI: 0.718 Max BC CSI: 0.540 Max Web CSI: 0.973 VIEW Ver 23.01 02.0731 17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc RI- / R- / Rh / Rw /U / RL Q 1505 /- /- /906 /- /148 J 1490 /- /- /888 /- Wind reactions based on MWFRS 0 Brg Wid = 5.5 Min Req = 1.6 (Truss) J Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing Q is a rigid surface. Bearing J Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Con- - No: C 58005 * V 05/09/2024 / * cIvt_ OE CAL Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN FTWCOMPANV 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 24406 MONO Ply: 1 FROM: 419 2113 HhF Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: CA 9415 16' 537 671 Gust: R 6852 JRef. 1XZ068520005 T597 DrwNo: 130.24.1824.49173 / GWH 05/09/2024 1910" 1 221112 261112 30108 310" 3112 4' 31012 6X6 G 12 05 1II1.5X4 3X8 5xi0 4X4 1 12 4 E" \\\4X8 - \\\4X4 B An W V U T 4X4 4X10 ItI4x4 I114X6 H0308 30108 62" 588 21112 4' 4' 31012 15" 1038 16' 181112 221112 261112 30108 288 418 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.177 E 999 240 Loc R+ I R- / Rh / Rw /U / RL X 1497 I- I- /889 1- /144 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.429 E 862 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 B - - 0 1492 I- I- /892 I- I- Des Ld: 48.00 EXP: C Kzt: NA '-IORZ(TL): 0.137 B - - Wind reactions based on MWFRS Building CDde: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 X Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.555 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist: 0 to hI2 TPI Std: 2014 Max BC CSI: 0.627 Bearing Xis a rigid surface. Bearing 0 Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.894 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02,0731.17 Wind Duration: 1.60 wc Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted, ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24' o.c. A-B 67 -571 H - I 191 -3350 Wind B-C 74-1535 I-J 189 -3346 Wind loads based on MWFRS with additional C&C C - E 75 -io j - L 190 -3363 member design. D-E 0 -1546 L-M 113 -1828 Left end vertical exposed to wind pressure. Deflection E - F 34 -2894 M - N 105 -1828 meets L/360. Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. W-V 606 -168 S-R 3588 -186 V-U 1655 -180 R-Q 2896 -157 U-T 3571 -185 0-P 2896 -157 T-S 3571 -185 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 11 -1476 U-H 61 -752 A-W 1342 -12 F-H 164 -2961 W-B 22-1215 H-R 21 -466 B-V 1674 -19 R-L 678 -18 V-D 81-1322 L-P 72 -1363 D-U 1305 0 P-N 2199 -122 C-D 91 -449 N-0 103 -1453 NoC 58005 '1 05/09/2024 * Cjvt CAtJ ' "VVMKrIIrIU rct/8L5/VNU rULLUVV FALL iNL)itO WIN iiliO UrkVVIiNL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r saty practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have prqperly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral resraint ol webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of truss and position as 1.496111161 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I —co— truss in conformance with ANSIITPI 1 or for handling shipping, nstallation and bracina of trusses. A seal on this drawlr or cover page 155 Harlem Ave Ilisting this drawina' indicates acceptance of professional enaineerirg responsibility solely-for the design shown. The suitabili and use of is drawing for any srructure is the responsibility of the Building "Designer per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24409 MONO Ply: 1 I Job Number: R3444W_DV I Cust: R6852 JRef: 1 XZ068520005 T598 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1824.53897 Truss Label: CB / GWH 05/09/2024 31111 1038 11415 16 1910 221112 261112 30108 31111 6313 1'1'7 471 310' 3112 4' 31012 K 6X8 12 G T 4X4 3X4 12 0 5 113X4 5X6(**) 4X6 IT IIN N- 11 III 3X6 o4X6 m4X10 III 1.5X4 m3X8 5X10 4X4 4X6 mH0308 30108 35 Sf 62' 588 21112 4' 4' 31012 35 4118 1038 16' 1811121 221112 261112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-16 Fg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.195 F 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.464 F 797 180 X 1498 I- I- /891 I- /144 BCDL 10.00 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.056 B - - 0 1491 I- I- /891 I- I- Des Ld. 48.00 EXP: C Kzt: NA HORZ(TL) 0.135 B - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 X Erg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max IC CSI: 0.794 0 Erg Wid = 4.0 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCDL 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI. 0.680 Bearing X is a rigid surface. Bearing 0 Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.893 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 76-1289 H - I 194 -3 Lumber Wind B-C 103-1116 l - J 193 Top chord 2x4 DF-L #2(g) 12, Wind loads based on MWFRS with additional C&C C - F 75 -1170 J - L 193 -3368 T3 2x4 DF-L #1&Bet.(g); member design D - E 0 -1711 L - M 114 -1828 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure Deflection E - F 947 -149 M - N 107 -1828 Webs 2x4 DF-L Standard(g) meets U360 W4 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Bracing W-V 1185 -154 S-R 3626 -193 V-U 1221 -157 R-Q 2891 -159 (a) Continuous lateral restraint equally spaced on U - T 3609 -192 0 - P 2891 -159 member. T - S 3609 -192 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. A - X 28 -1607 G - H 95 -502 (**) 1 plate(s) require special positioning. Refer to A - W 1628 -18 H - R 25 -512 scaled plate plot details for special positioning D - V 151 1049 R - L 690 -21 requirements. D - U 1614 0 L - P 73 -1358 U - E 376 0 P-N 2198 -123 Loading U - H 66 -976 N-0 104 -1452 Truss checked for 250# movable concentrated load E-H 158-2748 along Bottom Chord, nonconcurrent with design gravity loads Purlins No. C 58005 In lieu of structural panels use purlins to brace all flat 05/09/2024 IC @ 24" oc. Portions of truss chords in the interiror of the 'v %j truss shall be braced by purlins at 24" o.c. OF CAU ' 'N.. "WAKNINtj" NbALJ ANU hOLLOW ALL NO I Lb ON 11116 L)l'<AvVIN(j inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per 8C51 sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of 1W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usnn COMPANY truss ir't conformance with ANSI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solelyIor the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building'Desigrler per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPr. tpinst.orl SBCA:sbcacomponents.corn; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 SEQN: 24411 MONO Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef1XZO68520005 1599 FROM. AVIARA WEST APARTMENTS DrwNo: 130.24.1824.56470 Truss Label: CC / GWH 05/09/2024 418 603 1357 16 1910 221112 261112 30108 418 11011 754 269 310" 3112 4' 31012 12 L 3X4 E T3 T2 -Zzl 5X6 A TT Q B 6. ~~Kpi III 3X6 4X4 4X1C tll.5X4 3X8 m5X10 4X4 4X6 mH0308 30108 418 62" 588 21112 ' I ' 31012 418 1038 16 181112 221112 261112 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Rg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph P1: NA Ce: NA VERT(LL): 0.253 G 999 240 Loc Ri / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.589 G 629 180 X 1508 I- I- /892 I- /144 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 E - - P 1495 I- I- /889 I- I- Des Ld: 48.00 EXP: C Kzt: NA -IORZ(TL): 0.190 E - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psI CBC 2022 Max TC CSI: 0.930 P Erg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.636 Bearing X is a rigid surface. Bearing P Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.999 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0:1/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01. A-C 64-1301 1-1 198 -3374 Lumber Wind B-D 0-1569 J - K 197 -3373 Top chord 2x4 DF-L #2(g) T2, Wind loads based on MWFRS with additional C&C C - E 84 -1055 K - M 197 -3386 T3 2x4 DF-L #1&Bet.(g); member design. D - F 0 -1607 M - N 115 -1833 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 88 -993 N-0 108 -1833 Webs 2x4 DF-L Standard(g) meets. L/360. F - G 877 -148 W3 2x4 DF-L #1&Bet.(g); Right end vertical not exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing W-V 1309 -155 T-S 3695 -202 (a) Continuous lateral restraint equally spaced on V - U 3676 -201 S - R 2899 -161 member. U - T 3676 -201 R -0 2899 -161 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens Comp All plates are 1.5X3 except as noted. A - X 16 -1471 H - I 119 -729 (**) 1 plate(s) require special positioning. Refer to A - W 1513 -1 I - S 34 - 584 scaled plate plot details for special positioning W - B 72 -851 S - M 704 23 requirements. B - V 1294 0 M - Q 73 -1361 V-F 514 0 Q-O 2205 -124 Loading - I 97 -1332 0- P 105 -1455 Trusschecked for 9çi1movablenn concentrated loa dV F-I 134-2494 along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. VVAKNIN( PU ANL) WLLOVV ALL NO I L5 ON I Nib Ul(AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer SCSI. Unless noted oTherwise, lop chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per SCSI sections 83, B7, or B1O, as applicable Aoply plates to each face of truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping,, iistalIation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifç' and use of ti- 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4 .. *468*408 12 o5 111,5X3 H0508 6x. 116 I I I 5X4 8X8 SEQN: 24415 MONO Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520005 T601 FROM' AVIARA WEST APARTMENTS DrwNo: 13024.1829.18747 Page 1 of 2 Truss Label: CD / GWH 05/09/2024 I ' 2 Complete Trusses Required Al r'l AX SI - Z V X W V 82 U 1f 6 OX 0 0 4 III 664 11203 5XI6 M8 Ix6 - *808 40108 I • I 3,4 44.4 2l2 14 12 81112 1 18* I 424 —1 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.415 E 892 240 Loc Ri- / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL)' 0.520 E 711 180 AB 2457 1-145 /2500 /919 /684 /1541 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.142 C - - S 5170 /-2228 /- /2423 /2136 I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.178 C - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL' 6 0 psf CBC 2022 Max TC CSI: 0.533 S Brg Wid = 4.0 Mm Req = 2.8 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Bearing AB is a rigid surface. Bearing S Fcperp = 625p5t Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.780 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Loading A-C 320-1149 l-J 1083 -3) B - D 634 -1954 J - L 421 - 1.. Top chord 2x4 DF-L #2(g) T6 2x6 DF-L #2(g); Truss checked for 300# movable concentrated load C - E 291 -1047 K - M 1822 -4416 Bot chord 2x10 DF-L #2(g) B1, along Top Chord, nonconcurrent with design gravity D - F 605 -1797 M - N 1809 -4358 B2 2x6 DF-L SS(g); loads. E - H 307 -1129 N - P 2179 -5456 Webs 2x4 DF-L Standard(g) W18 2x6 DF-L SS(g); Truss checked for 250# movable concentrated load F - G 778 -1963 P - Q 1744 -3618 W19,W21 2x4 DF-L #2(g); along Bottom Chord, nonconcurrent with design G -1 812 -2045 Q - R 1730 -3600 Lumber shall be dried to a maximum moisture content gravity loads. I-I -1 294 -1074 of 19% prior to installation. Purlins Nailnote In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.131"x3", mm. nails TC @24" oc. Chords Tens.Comp. Chords Tens Comp Top Chord: 1 Row @10.00" o.c. Laterally brace bottom chord above filler with purlins AB-AA 1250 -1249 X - W 4608 -1766 Bot Chord: 1 Row @12.00" o.c. at24"OC. M-Z 1630 -591 W-V 4628 -1774 Webs . 1 Row @ 4" o.c. Portions of truss chords in the interiror of the Use equal spacing between rows and stagger nails Z - Y 2880 -895 V - U 6474 -3453 truss shall be braced by purlins at 24" o.c. in each row to avoid splitting. Y - X 2880 -895 U - T 6450 - 3447 Special Loads Maximum Web Forces Per Ply (Ibs) (Lumber Dur.Fac.=1.60/ Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 27.29 AC-V 267 -848 A-AB 333-1196 BC: From 20 p11 at 0.2510 20 plf at 27.29 E I A -AA 1378 -383 AC- M 267 -848 FL. 5000 lb Conc. Load at (19.44,20.99) ot_D W AA- B 263 -869 B Z 1690 -565 AD-AE 1625 -1281 AE- P 1295 -901 - Plating Notes D-E 76 -401 AF-P 1931 -1950 Connectors in green lumber (g) designed using w F-X 156 -469 P-AG 1796 -3095 NDS/TPI reduction factors. No. C 58005 All plates are 3X4 except as noted. X - J 2303 -864 X - K 1366 -2863 AG-AH 2136 -3548 AH- T 2152 3572 1.25 plate duration factor used. J - K 966-2787 T-R 4269 -2051 * 05/09/2024 * K - L 1728 -861 Al- T 200 -452 CiVIt. K-V 1872 -1231 L - N 652 -1778 AI-Q 201 -454 R S 1126 -2548 or V 1630 -AD -1269 - **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) f5'r safety practices prior to performing these functions. Installers shall bracing per BCSl. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall of BCSI (Building provide temporary have a properly Perris CA 92571 (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSt sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as dtIr Joint Details, shown above and on the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ,4 i.....Pi Ni-J E Alpine, a division of iTV1 Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the drawina AN M COMPANY truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' any srr'ucture responsibility of the per or cover paae and use of this 155 Harlem Ave North Building, 4th Floor drawing for is the Building-Designer ANSI/TPI 1 Sec.2. For more information see these web sites' Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe,org; AWC: awc.org Glenview, IL 60025 SEQN; 24415 MONO Ply: 2 Job Number: R3444 —DV Cust. R6852 JRef:1XZ068520005 T601 FROM: Qty: W 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1829.18747 Page 2 of 2 Truss Label: CD / GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: -5000 lb Conc. Load at (19.4420.99) Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL - 2500 lb Conc. Load at (19.44,20.99)[0.0 deg] PL: -625 lb Conc. Load at (15.36,20.65) PL: 625 lb Conc. Load at (23.36,21.38) Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL --2500 lb Conc. Load at (19.44,20.99)[0.0 deg] PL: 625 lb Conc. Load at (15.36,20.65) PL: -625 lb Conc. Load at (23.36,20.61) C 58005 * 05/09/2024 CIV CIP **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceihinq. Locations shown forpermanent lateral restra nt of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections 63, B7, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Build ingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN MN C—PANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this Harlem Ave drawing for any srructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.corn; TPI: tJnst.org; SBCA:sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24404 MONO Ply. 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520005 T596 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1829.27507 Page 1 of 2 Truss Label: CE / GWH 05/09/2024 2 Complete Trusses Required I I H 2,..2 1 '3 111'28 11 os 112 1.5*4 *4X5 *628 12 J_ L 1111 5X3 o Ii Ii 71 B s B2 113X8 Y _1 _____ I ii 3010-8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.395 E 939 240 Loc R+ / R- / Rh / Rw /U I RL Z 2457 /-145 /2500 /919 /684 /1541 Lu: NA Cs: NA VERT(CL) 0.495 E 748 180 Snow Duration: NA HORZ(LL): 0.117 B - - P 5170 /-2228 I- /2423 /2136 I- HORZ(TL): 0.147 B - - Creep Factor: 2.0 Wind reactions based on MWFRS Z Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI. 0.634 P Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI. 0.456 Bearing Z is rigid surface. Rep Fac. Varies by Ld Case Max Web CSI 0.826 Bearing P Fcperp = 625p5i. FT/RT.8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr VIEW Ver: 23.01.02.0731.17 A-R 173 -441 .-I 426 -11 WAVE, HS B-C 391 -1435 H-J 1818 -4 C-E 375 -1378 J - K 1804 -4315 D-E 670-2045 K-M 2177 -5450 E-F 1022-3316 M-N 1744 -3618 F-G 1109-3158 N-0 1730 -3600 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W18 2x6 DF-L SS(g); W19,W21 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule.0 131"x3", mm. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 1625 TC: From 76 plf at 16.25 to 76 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Portions of truss chords in the interiror of the truss shall be braced by purlins at 24 o.c. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24 oc. Laterally brace bottom chord above filler with purlins at 24" OC. C 58005 * 05/09/2024 CF CALAIF * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1251-1248 U-T 4577 -1757 Y-X 1403 -940 T-S 4597 -1765 X-W 1751 -538 S-R 6475 -3454 W -V 3309 -1014 R - Q 6452 -3447 V-U 3309-1014 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 338-1211 S-AB 1631 -1279 A-Y 1143 -319 AA-S 280 -894 Y - B 288 -1049 AA- J 280 -895 B-X 1612 -435 AB-AC 1626 -1291 X-D 389-1339 AC-M 1296 -910 D-W 1756 -587 AD-M 1929 -1950 F-U 28 -481 M-AE 1796 -3096 U -G 2601 -947 AE-AF 2136 -3550 U-H 1369-2838 AF-Q 2152 -3574 0-H 943-2709 Q-0 4268 -2051 H - I 1733 -680 AG-Q 200 -452 H-S 1926-1236 AG-N 201 -454 I - K 669-1837 0-P 1126 -2548 of Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1756 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per a division of drawing tor any structure is the responsibility Ot tfl For more information see these web sites: Alpine: not be responsible for any deviation from this drawing, any failure to build the g, installation and bracin9 of trusses. A seal on this drawing or cover pag ering responsibility solely-for the design shown. The suitability and use of this tigner per ANSI/TPI 1 Sec.2. TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: Lccsafe.org; AWC: awc.i SEQN: 24404 MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T596 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1829.27507 Page 2 of 2 Truss Label: CE I GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 1J360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No c 58005 05/09/2024 CIVIt- PF CALW9 NINU N.P,U fkNL) PULLUVV ALL Ni) I UN I F1i UK/VVINL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and 0110w the latest edition of BCSI (Building Perils CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous IteraI restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to lob's General Notes page for additional information. ALPINE Alpine a division of IT\N BuiIdingComponents Group Inc shall no be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIit' and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 No C 58005 05/09/2024 * Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 391 -1441 S-AB 1632 -1273 A-Y 1571 -425 M-S 274 -866 Y-B 514 -87 M-J 274 -867 C-D 93 -427 AB-AC 1627 -1284 D - X 366 -1435 AC- M 1297 -904 D-W 2090 -683 AD-M 1930 -1950 E - U 22 -412 M-AE 1796 -3095 U - G 2458 -914 AE-AF 2136 -3549 U-H 1370 -2826 AF-Q 2152 -3573 G - H 962 -2791 Q -0 4269 -2051 H - I 1792 -674 AG- Q 200 -452 H-S 1892-1240 AG-N 201 -454 I - K 658-1791 0-P 1126 -2548 Special Loads -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 p11 at 0.25 to 78 p11 at 16.25 TC: From 76 p11 at 16.25 to 76 p11 at 27.29 BC: From 20 p11 at 0.25 to 20 p11 at 27.29 PL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** SEQN: 24402 MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520005 T595 FROM: AVIARA WEST APARTMENTS DrwNo 130 24.183045377 Page 1 of 2 Truss Label: CF / GWH 05/09/2024 I > 2 Complete Trusses Required 3103 70 713"? 753" 7T2" 7970" 230"72 261r72 3010"8 Y10"3 61"13 l'3"l 3'11"9 111d 27"8 3212 277" 210"12 aaX 5X6 L 1111 5X3 P -1 SX~ 111308 u5X6 3X10 H0610 8X8 1111,503 iII2X3 5X16 8 6 1UXl0 84X8 8X6 30108 A 354 4"12 62" 53" 1 I" 4r 311 31012 354 30" 10 153" 1712 172"S 230"12 2611"12 30108 i'12 18'11"12 1 378 830 161112 I 768 i 42"* ----1 IIIElo -I- Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II EXP: C Kzt: NA DesLd. 487.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10.8 psI Soffit: 2.00 BCDL: 6.0 psI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x10DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W17 2x6 DF-L SS(g); W 1802 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @10.00"oc Bot Chord: 1 Row @12 00" o.c Webs : 1 Row @ 4" °.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# P1: NA Ce: NA VERT(LL): 0.385 L 961 240 Lu: NA Cs: NA VERT(CL): 0.483 L 766 180 Snow Duration: NA HORZ(LL): 0.094 B - - IORZ(TL): 0.118 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.512 TPI Std: 2014 Max BC CSI: 0.455 Rep Fac: Varies by Ld Case Max Web CSI: 0.805 FTIRT:8(0)I10(0) Plate Type(s). ______________ VIEW Ver 2 3,01.02.07 31 17 t,vvp Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Laterally brace bottom chord above filler with purlins at 24" OC. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh /Rw /U IRL Z 2457 /-145 /2500 /919 /684 /1541 P 5171 /-2228 I- /2423 /2136 Wind reactions reactions based on MWFRS Z Brg Wid = 5.5 Min Req = 1.5 (Truss) P Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing Z is a rigid surface. Bearing P Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 326-1202 G-1 427 -11 B-C 294-1119 H-J 1814 -44. C-F 302-1104 J - K 1800 -4348 D-E 714 -2193 K-M 2178 -5454 E-F 824 -2144 M-N 1744 -3618 F-G 1105-3135 N-0 1730 -3600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp Z - Y 1249 -1251 U - T 4597 -1762 Y-X 1609 -610 T-S 4617 -1770 X-W 1611 -602 S-R 6474 -3454 W-V 3195 -987 R-Q 6451 -3447 V-U 3195 -987 **WAKNINj** KLAIJ ANL) hOLLOW ALL NO I Lb ON I Nib UXAWINti! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as * shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW BuildinciL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN' COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracin9 of trusses. A seal on this drawin or cover pa 155 Harlem Ave listing this drawina, indicates acceptance of professional .enaineering responsibility solely Tor the design shown. The suitability and use of is drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.ojgAWC: awc.org Glenview, IL 60025 ] SEQN: 24402 MONO Ply: 2 Job Number: R3444 —DV Cust: R6852 JRef:1XZ088520005 1595 FROM: Qty W 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1830.45377 Page 2 of 2 Truss Label: CF / GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL - 2500 lb Conc. Load at (19.44,20.99)[0.0 deg) PL: -625 lb Conc. Load at (15.3620.65) PL: 625 lb Conc. Load at (23.36,21.38) Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL - -2500 lb Conc. Load at (19.44,20.99)[0.0 deg] PL: 625 lb Conc. Load at (15.36,20.65) PL: -625 lb Conc. Load at (23.36,20.61) Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: -5000 lb Conc. Load at (19.44,20.99) C 58005 * 05/09/2024 o CIV 4 I VVAKNIN(j jMJANL)i-ULLOW ALL NUIUN lhlL)KAWlN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroper lv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B1 0, as applicable ADpIy plates to each face ofruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover paae i listing this drawina indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabiIif' and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Build ingDesigner per ANSl/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 mox81 m4X8 1111 5X4 3X8 mH0308 SEQN 24392 MONO Ply 1 Job Number: R3444W_DV Oust: R6852 JRef;1XZ068520005 1592 FROM AVIARA WEST APARTMENTS DrwNo: 130.24.1830.54453 Truss Label: CG / GWH 05/09/2024 418 2113 11111 5615 9415 14611 16 1910 221112 2 , 61112 30108 310" 5112 1'5" 310 3'1"12 3'10"12 T' 12 4 i 0408 - \\\4X4 B AN III3X6 04X4 1114X4 II14X6 30108 15" 62" 588 21112 4' 4 31012 15" 1038 16' 181112 221112 261 ' 112 30108 288 418 Loading Criteria (psO Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL. 18.00 Speed; 95 mph BCLL; 0.00 Enclosure; Closed BCDL; 1000 Risk Category; II EXP; C Kzt; NA Des Ld; 48.00 Mean Height; 24.55 ft NCBCLL; 0.00 TCDL; 10.8 psf Soffit; 2.00 BCDL; 6.0 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 C&C Dist a; 3.09 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.167 M 999 240 Loc R+ / R- I Rh I Rw /U I RL Lu; NA Cs; NA VERT(CL); 0.395 M 936 180 AC 1497 I- I- /892 I- /144 Snow Duration; NA HORZ(LL); 0.049 F - - T 1492 I- I- /890 I- I- HORZ(TL); 0.118 F - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 AC Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TO CSI: 0.437 T Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std; 2014 Max BC CSI; 0.582 Bearing AC is a rigid surface. Rep Fac; Varies by Ld Case Max Web CSI; 0.893 Bearing T Fcperp = 625p51. FT/RT;8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver; 23.01.02.0731.17 P 57 570 i M IRfi 3 Wind B-C 36 -1 Wind loads based on MWFRS with additional C&C C - E 33 -1513 0-0 149 -3358 member design. D - G 0 -1466 Q - R 98 -1828 Left end vertical exposed to wind pressure. Deflection E - G 89 -1340 R - S 91 -1828 meets L/360. G-H 55-2647 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 606 -158 X-W 3558 -131 AA-Z 1626 -143 W-V 2897 -129 Z-Y 3541 -131 V-U 2897 -129 Y-X 3541 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, A-AC 0-1474 Z-L 63 -920 A-AB 1340 0 H-L 135 -2826 AB-B 0-1221 L-W 0 -430 B-AA 1678 0 W-Q 671 -2 AA-D 40-1316 Q-U 55 -1364 D-Z 1292 0 U-S 2199 -104 C-D 43 -507 S-T 93 -1453 No .'C 58005 * 05/09/2024 * OF CALAAIF& VVMNNIPU" NLP,L) P,iNL) L,LLL)VV ALL i'4L) I to UN I i1I3 UtV6VVIINt inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) flS'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B1O as applicable Apply plates to each face of 'truss and position as 4Ih shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the asrCOMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sti-'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2, North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 221112 261112 30108 3 12 112 4' 31012 0.5 3X10 P 5X6 31111 '1"8 7615 12611 14'1"2 31111 13 357 41112 171I 1.5X4 4X4 6X8 M06 H 1910" 310" I SEQN. 24394 MONO Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T593 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241830.59380 Truss Label: CH / GWH 05/09/2024 M AA Y X W V U T fl X6 m4X4 4X8 iI1.5X4 3X8 5X10 4X4 4X6 wH0308 30108 35" 8" 62" 588 21112 4' 4' 31012 35" 418 1038 16' 1811121 221112 261112 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.316 F 999 240 Loc R+ / R / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.740 F 500 180 AB 1503 I- 1- /893 I- /147 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.108 B - - 5 1493 I- I- /890 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.261 B - - Wind reactions based on MWFRS Mean Height: 24.55 It NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Reg = 1.6 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.903 5 Brg Wid = 4.0 Mm Reg = 1.6 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.667 Bearing AB is a rigid surface. Bearing S Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.936 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 55-1260 H-J 1079 -158 Lumber Wind B-C 82-1059 l-J 116 -1115 Top chord 2x4 DF-L #2(g) Wind roads based on MWFRS with additional C&C C - F 53 -1059 L - M 166 -3355 T3 2x4 DF-L #1&Bet.(g); member design. D - E 0 -1635 M - N 164 -3351 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 0 -1394 N - P 165 -3369 Webs 2x4 DF-L Standard(g) meets U360. F - I 101 -1202 P - Q 104 -1830 W4 2x4 DF-L #1&Bet.(g); Rinht end vertical not p.yru,swl to wind nrssllr G - H 1107 -154 0 - R 97 -1830 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 CIV OF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA-Z 1161 -140 W-V 3579 -151 Z-Y 1340 -158 V-U 2899 -140 Y-X 3560 -150 U-T 2899 -140 X-W 3560 -150 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AB 4-1578 G-L 110 -2467 A-AA 1583 0 K-L 88 -613 D-Z 100 -944 L-V 10 -446 D-Y 1246 0 V-P 681 -9 E-F 68 -626 P-T 61 -1364 Y-G 568 0 T-R 2201 -111 Y-L 79-1248 R-S 97 -1454 VVMKN1C10 rstp,U /8iNL) rULLUVV ALL NUIrZ1 UiN I t1i LJP(P,VViNL,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) t6'r salety practices armor to performing these functions. Installers shall provide temporary 1551)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have prc.perlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with idiagonal bracing in1alled on the CLR per BCSI sections B3, 67, or B1O as applicable Aoply plates to each face of Iruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the wnwcaepanv truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineerirg responsibility solely-for the design shown. The suitabiIif' and use of m 155 Harlem Ave drawing for any srructure is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1111.5X4 17 sv,, 1cX4 m4X6 = H0308 SEQN: 24396 MONO Ply: 1 Job Number: R3444WDV Cust: R6852 JRef 1XZ068520005 1594 FROM AVIARA WEST APARTMENTS DrwNo: 130.24.1831.08343 Truss Label: CJ / GWH 05/09/2024 08 418 6'03 977 1443 16' 1510" 221112 261112 30108 418 110111 3615 4812 1'7"1 310" 3112 4' 31012 418 62" 30108 588 21112 ' ' 31012 418 1038 16' 181112 221112 261112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed' 95 mph Pf NA Ce NA VERT(LL): 0.208 M 999 240 Loc R+ / R- / Rh / Rw /U I RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.506 M 731 180 AB 1505 /- 1- /894 I- /147 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.092 E - - T 1495 I- 1- /888 I- I- EXP: C Kzt: NA Des Ld: 48.00 IORZ(TL): 0.225 E - - Wind reactions based on MWFRS Mean Height: 24.55 it NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.671 T Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.569 Bearing AB is a rigid surface. Bearing T Fcperp = 625p5i. Spacing: 24.0 " C&C Dist a: 3.09 it Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Members not listed have forces less than 375# Loc from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Wind A-B 52-1283 I - K 1158 -' B-E 81 -1191 J - M 142 - 1'.. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 0 -1403 K - M 1056 -151 T2 2x4 DF-L #1&Bet.(g); member design. D - F 0 -1457 L - N 161 -3331 Bot chord 2x4 DF-L #1 &Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 81 -1116 N-0 159 -3322 Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); meets U360. F - H 0 -1190 0 -0 160 -3347 Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. G - J 132 -1275 0 - R 103 -1830 of 19% prior to installation. Wind loading based on both gable and hip roof types. H - I 1214 -167 R - S 96 -1830 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp Chords Tens. Comp. member. AAZ 1308 -150 X-W 3415 -131 Plating Notes Z-Y 3396 -131 W-V 2909 -139 Y - X 3396 -131 V - U 2909 -139 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens Comp Webs Tens Comp (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning A -AB 1 -1465 H - L 112 -2375 requirements. A -AA 1481 0 K - L 60 -421 AA- C 64 -841 W - Q 640 -4 Loading C-Z 1199 0 0-U 62 -1377 Truss checked for 250# movable concentrated load 2201 -110 F - G 102 -729 U - S along Bottom Chord, nonconcurrent with design 96 -1455 Z-H 493 0 S-T gravity loads. Z - L 53 -1183 Purlins No. C 58005 In lieu of structural panels use purlins to brace all flat TO l 24" oc. 05/09/2024 11) Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. CIVI VVAI4,NINW E(JkL) ,'kNL) i-OLLOVV ALL NO I LOr ON I i1i0 Ui<P,WiN(j! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an5SBCA) fi'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous Fateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as 14964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enieering responsibility 501e1y80r the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2 North Building, 4th Floor For more information see these web sites: Alpine: alpineitw corn; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC. iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520005 T379 AVIARA WEST APARTMENTS DrwNo 129 24.1453.53480 Truss Label: OK JCJ / GWH 05/08/2024 8515 2114 418 5611 10'3" 16' 1910" 221112 261112 30108 418 1'5" I 1'9"9 588 3'lO" 3112 4' 31012 G I 12 13X6 4X6 3X1O III 1.5X4 3X8 5X10 4X4 H0308 30108 A 418 62" 588 21112 4' 4' 31012 418 1038 16' l8'1l"l2 221112 261112 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.279 E 999 240 Loc R+ I R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed ILL: NA Cs: NA VERT(CL): 0.654 E 566 180 W 1508 I- I- /903 I- /156 BCDL: 10.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0.087 B - - 0 1495 I- I- /892 I- I- Des Ld: 48,00 EXP: C Kzt: NA HORZ(TL): 0.211 B - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 It Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.761 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist: 010 h12 TPI Std: 2014 Max BC CSI: 0.623 Bearing W is a rigid surface. Bearing 0 Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: 'lanes by Ld Case Max Web 051: 0.895 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731,17 A-B 1-1849 H-I 168 -3359 Lumber Wind B-D 21 -1263 l-J 167 -3354 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C c - E 0 -1834 j - L 167 -3372 T22x4DF-L#1&Bet.(g), member design. D-E 22 -1288 L-M 104 -1832 Bot chord 2x4 DF-L #1 &Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 3 -2992 M - N 97 -1832 Webs 2x4 DF-L Standard(g) meets U360 W3 2x4 DF-L#1&Bet.(g); Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. V-U 2074 -147 S-R 3591 -158 Bracing U - T 3575 -158 R -0 2903 -141 (a) Continuous lateral restraint equally spaced on T - S 3575 -158 0 - P 2902 -141 member. Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens. Comp. NDSITPI reduction factors. A - W 0 -1451 H - R 13 -458 All plates are 1.5X3 except as noted. A - V 1783 0 R - L 680 -10 V-C 54 -617 L-P 62 -1367 Loading C - U 921 0 P - N 2203 -111 Truss checked for 250# movable concentrated load U - H 59 -705 N -0 97 -1455 along Bottom Chord, nonconcurrent with design ..t0 1Eos. F - H 128 -2944 gravity loads Purlins ,1TP In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses No. 58005 with purlins at 24" o/c. 05/09/2024 1 VVRKNINIi i(EP,U P,NV t-ULLUVV ALL N1JltZJ ON I hi Ui<AVViNO! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Purrs CA 92571 Component Safety Information by TPI andSBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing 1n5'talled on the CLR per SCSI sections B3, B7, or B1O as applicable. Apply plates to each face ofruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall no-..be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY Itruss in conformance with ANSI PI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; [CC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520005 T380 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.53949 Truss Label: CL JCJ / GWH 05/08/2024 418 7611 10515 16 1910" 221112 261112 30108 418 353 2114 561 310" 3112 4' 31012 K 12 6X8 4 o 3X4 1 5X4 L 5X6 io -4X4 IT b il III 3X6 06 3X10 1111.5X4 m3X8 m5X10 m4X4 HO308 30108 418 62" 588 21112 4' 4' 31012 418 1038 16' 181112 221112 261112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf NA Ce: NA VERT(LL): 0.197 G 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed ILL: NA Cs: NA VERT(CL): 0.479 G 773 180 W 1508 I- I- /903 I- /156 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL). 0.099 B - - 0 1495 I- I- /892 I- I- Des Ld: 48.00 EXP:C Kzt:NA HORZ(TL): 0.242 B - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 20 W Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI. 0.921 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration. 1.25 BCDL 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.623 Bearing W is a rigid surface. Spacing 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.998 Bearing 0 Fcperp = 625p5i Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver. 23.01.02.0731.17 Lumber Wind A-B 6-1810 H-I 165 -3 B-D 58-1206 l - J 164 -3. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 0 -1793 J - L 164 -3377 Bot chord 2x4 DF-L #1&Bet.(g) member design. D - E 64 -1167 L - M 103 -1832 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure Deflection E - F 0 -2847 M - N 96 -1832 W3 2x4 DF-L #1&Bet.(g); meets L/360 Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Bracing V - U 2103 -141 5 - R 3626 -155 (a) Continuous lateral restraint equally spaced on u - T 3609 -155 R -0 2901 -139 member. T -5 3609 -155 0- P 2901 -139 Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens Camp NDS/TPI reduction factors. All plates are 1.5X3 except as noted. A - W 0 1445 G - H 88 -427 (**) 1 plate(s) require special positioning. Refer to A - V 1729 0 H - R 13 -500 scaled plate plot details for special positioning V - C 54 -610 R - L 689 9 requirements. C - U 775 0 L - P 61 1365 U - F 463 0 P - N 2204 -110 Loading U - H 66 -880 N-0 96 -1455 Truss hLd for 250# movable nn,+rt load F-H 118 -2826 along Bottom Chord, nonconcurrent with design gravity loads. 40- Purlins D " In lieu of structural panels use purlins to brace all flat o TC @ 24" oc. Brace interior top chords of all trusses i with purlins at 24" 0/c. INX VVRKNI1U EttfkL) ,'\FNU I-L)LLUVV ALL NU i C UFN I I11 UP,VViN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections 63, B7, or B1O, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , ipi r.J E Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any .failure to build the truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 H0308 x 1113 30108 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.914 TPI Std: 2014 Max BC CSI: 0.628 Rep Fac: Varies by Ld Case Max Web CSI: 0.943 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets. 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: CM :1 151 12515 418 553 2114 Cust: R 6852 JRet 1XZ068520005 T381 DrwNo: 129.241453.49793 JCJ / GWH 05/0812024 16 1910' 221112 261112 30108 361 310" 3112 4' 31012 418 62" i 588 21112 4' 4' 31012 418 1038 16 181112 221112 261112 30108 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 It NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.301 G 999 240 Loc R+ / R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.731 G 506 180 X 1508 I- 1- /904 I- 1156 Snow Duration: NA HORZ(LL): 0.096 B - - P 1495 I- 1- /891 I- I- HORZ(TL): 0.235 B - - Wind reactions based on MWFRS . - - A org vvia = 5.5 vim rteq = 1.0 (Truss) P Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing X is a rigid surface. Bearing P Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .17 A-B 7-1913 l-J 162 -3375 B-E 53-1455 J - K 160 -3373 C-D 0-1371 K-M 161 -3387 D-F 0-1419 M-N 102 -1833 E-G 64-1331 N-O 95 -1833 F-G 1207 -140 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 2204 -165 T-S 3693 -152 V-U 3675 -151 S-R 2899 -136 U-T 3675 -151 R-Q 2898 -136 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 0-1444 H - I 94 -693 A-W 1880 0 I-S 13 -578 W-C 58 -887 S-M 704 -8 C-V 541 0 M-Q 59 -1361 V-F 698 0 Q-O 2205 -108 V-I 70-1257 0-P 95 -1455 F-I 108-2560 C 58005 * 05/09/2024 (OF CAL'A' - LV * WARNING HEAD AND hOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary 1951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagona1 bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aeply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not oe resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave idrawing for any structure is the responsibility of the Building -Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (ps TCLL: 20.00 TCDL: 1800 BCLL: 0.00 BCDL: 1000 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category. II EXP. C Kzt. NA Mean Height. 24.50 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat IC 0 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Ply 1 Job Number: R3444W_DV Gust: R 6852 JRef 1XZ068520005 1382 AVIARA WEST APARTMENTS DrwNo: 129241453.47609 Truss Label: CN JCJ / GWH 05/08/2024 13815 2114 418 . 9112 10911 16' 221112 261112 30108 418 504 1'7"1 231 310" 1910" 3112 4' 31012 L mH0308 30108 418 62" 588 21112 4' 4' 31012 418 1038 16' 181112 221112 261112 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf. NA Ce: NA VERT(LL): 0.290 G 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu. NA Cs: NA VERT(CL): 0.705 G 525 180 X 1508 /- /- /905 /- /156 Snow Duration: NA HORZ(LL): 0.084 F - - P 1495 /- /- /890 I- HORZ(TL): 0.204 F - - Wind reactions based on MWFRS Building Code: Creep Factor 20 X Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max IC CSI: 0.967 P Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.631 Bearing X is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.896 Bearing P Fcperp = 625p51. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 A-R 13 -1970-.1 10 - Wind 71 -1685 J - K 158 -3 Wind loads based on MWFRS with additional C&C C - D 0 -976 K - M 159 -3389 member design. D - E 1540 -144 M - N 101 -1833 Left end vertical exposed to wind pressure. Deflection E - G 1457 -153 N-0 94 -1833 meets U360. F-G 85 -1522 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 2164 -174 T-S 3710 -150 V-U 3690 -149 S - R 2898 -135 U-T 3690 -149 R-Q 2898 -135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 0-1451 D - l 95 -2347 A-W 1962 0 H - I 101 -852 W-C 62 -683 I-S 14 -598 B-C 97 -383 S-M 708 -8 C-V 414 -68 M-Q 58 -1360 V-D 862 0 0-0 2205 -107 V-I 82-1513 0-P 95 -1455 C 58005 * 05/09/2024 (OF CAU.04q:!~V-/ * 'VVAKNIN(.d i<LAD AND i-ULLUVV ALL NI.) I tZ5 ON I Nib L)I-(AWIN(il inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris GA 92571 Component Safety Information, by TPI and SBCA) fdr safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSi. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITt/V BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN " COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawIng or cover pag listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents corn; ICC iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T383 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.50371 Truss Label: CP JCJ / GWH 05108/2024 418 8015 12011 1411151 1910 I 2211121 261112 30108 418 3117 31112 2114 310" 3112 4' 31012 AH 14X4 13 6X8 12 4 153X6 DE AN I i II H0308 30106 418 62" 588 21112 4' 4' 31012 I 418 1038 16 I 1811121 221112 261112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) IDef1/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pt: NA Ce: NA VERT(LL): 0.014 T 552 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.023 V 999 180 BM-154 / 1- /198 /79 /15 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.030 L - - BG"190 I- I- /81 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.034 L - - BM 1-1205 NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor. 2.0 BK 1-156 Soffit: 2.00 TCDL: 108 pat BCDL: 60 psf CBC 2022 Max TC CSI: 0.248 BV 1-385 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.177 BC 1-142 AR 1456 Spacing: 24.0 C&C Dist a: 3.09 It Rep Fac: Varies by Ld Case Max Web CSI: 0.649 Wind reactions based on MWFRS Loc. from endwall: Any FT/RT:8(0)l10(0) BM Brg Wid = 136 Min Req = - GCpi: 0.18 Plate Type(s): BG Brg Wid = 234 Min Reg = - Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02 0731 17 Bearings BM & BG area rigid surface. Lumber Gable Studs Members not listed have forces less than 375# Top chord 2x4 DF-L#2(g) Gable studs (dashed members) may be installed at 16" Maximum Top Chord Forces Per Ply (Ibs) T2 2x4 DF-L #1&Bet.(g); oc with Wave plates. In lieu of plates use (3)16 ga. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L #1&Bet.(g) 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed A - D 1762 -1838 - Y 1827 -1776 Webs 2x4 DF-L Standard(g) through chord into web & web into chord on one face D - L 1050 -1140 V - Z 982 -996 W3 2x4 DF-L #1&Bet.(g); for a total of (6) staples per connection. E - M 767 -754 Z -AH 750 -769 Lumber shall be dried to a maximum moisture content Additional Notes L - U 338 -380 AG-AK 569 -571 of 19% prior to installation M-Q 775 -736 AK-AN 769 -760 Uplift connections required. See uplifts in R- and U Q - T 1863 -1854 AN-AG 685 -681 Plating Notes columns of Maximum Reactions table. Connectors in green lumber (g) designed using See DWGS Al 1530ENC160118, GBLLET1N0118, & NDSITPI reduction factors. GABRST1 60118 for gable wind bracing and other Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted requirements. Chords Tens.Comp. Chords Tens. Comp. (**) 1 plate(s) require special positioning. Refer to BM-BK 685 -684 BC-BA 413 -378 scaled plate plot details for special positioning BK-BI 1026 -968 BA-AX 795 -782 requirements. BI-BH 516 -458 AX-AU 658 -645 BH-BG 1110 -1075 AU-AR 727 -726 Purlins BG-BC 971 -936 In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Maximum Web Forces Per Ply (Ibs) Wind ESS1 Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C A -BM 1209 -1277 Q -M 992 -1038 member design. A -BK 1870 -1806 AA-BA 781 -833 Left end vertical exposed to wind pressure. Deflection BK- E 348 -481 BA-AK 799 -815 meets U360. E-BH 788 -803 AK-AU 870 -896 Right end vertical not exposed to wind pressure. BH- 0 355 -582 AU-AG 824 -833 BH-AA 531 -516 AG-AR 469 -512 Wind loading based on both gable and hip roof types. \\ 05/09/2024 Brace interior top chords of all trusses Maximum Gable Forces Per Ply (Ibs) with purlins at 240/c OF Gables Tens.Comp. BI-BT 57 -434 VVRPcNIPIU" NtP,L) /JNU rULLUVV ALL NU i t:0 UN i t1lo UrvkvviN5., Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of CSl (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary (851)300-1758 bracing per BCS!. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceiirng. Locations shown for.permanent lateral restraint of webs shall have continuous tteral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITVV BuildingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the ANIRWCOMPANY truss in conformance with ANSI PI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-tor the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec,2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents,com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22507 / GABL Ply: 1 Job Number: R3444WDV Cust R6852 JRef1XZ068520005 1383 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129241453 50371 Page 2 of 2 Truss Label: CP JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.99 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No:c 58005 05/09/2024 * p CA' VVP.NNIN(. i<P,U P,NU I-OLLOVV ALL NO I 1=6 ON I HIS Di<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 Ibracing aer BCSI. Unless noted oTherwise, top chord shall have proper %y attached structural sheathing and bottom chord shall have a properly lattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable AopIy plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General JI i'J E I Notes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwCOMPANY truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa I listing this drawina' indicates acceptance of professional enaInering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave I drawing for any st'ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. No C 58005 * 05/09/2024 * OP CAU Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1255 -1240 V-U 5925 -2352 V - X 2157 -630 U - T 6943 -3631 X-W 5896-2341 T-S 7049 -3749 W-V 5896-2341 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-Z 404 -1435 AA- L 852 -352 A-V 2049 -597 AB-AC 1604 -1234 V-C 283 -810 AC-AD 384 -417 C-X 883 -563 AC-0 1162 -759 X-F 1533 -586 AD-0 1647 -1654 X-K 1560-3304 AD-AE 785 -849 F-K 1034-2943 0-AE 1253 -2193 G-H 545 -195 AE-AF 1945 -2968 J - K 128 -630 AF- S 2004 -3031 K-U 247 -746 S-Q 5121 -2397 U-AB 1582-1198 AG-S 183 -480 AA- U 855 -354 Q - R 1038 -2434 Ply: 2 Job Number: R3444WDV Cust: R6852 JRef;1XZ068520005 T384 AVIARA WEST APARTMENTS DrwNo: 129.24.1453 48841 Truss Label: CO JCJ I GWH 05/08/2024 I 2 Complete Trusses Required 418 8015 9112 1273 1527 1910" 29 252" 30108 4'1"8 0117 1'0'13 317 2'11'4 310" l'4" 4' 588 F 1 12 05 i W As AF T 4X6 Ifl3X8 3X10 6X10 0 3X 113011 H0508 4XI0 A 30108 A It0 4130 10'3"8 16' 17312 17312 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 6.0 psi CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Spacing: 24,0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FTIRT:8(0)I10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 XAIMIC u Lumber Top chord 2x4 DF-L #2(9) T2 2x4 DF-L#1&Bet.(g); 14 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); W15 2x6 DF-L #2(g); W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.50 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 p11 at 0.00 to 78 plf at 19.83 TC: From 76 p11 at 19.83 to 76 p11 at 30.88 BC: From 20 plf at 0.00 to 20 p11 at 30.88 PLB: 5000 lb Conc. Load at (21.4021.74) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 277 252" 30178 37"8 I 9114 7'8"8 I s'io' -'---1 Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.409 I 906 240 VERT(CL): 0.524 I 706 180 HORZ(LL): 0.146 D - - HORZ(TL): 0.187 D - - Creep Factor: 2.0 Max TC CSI: 0.630 Max BC CSI: 0.499 Max Web CSI: 0.945 VIEW Ver: 23.01 .02.0731.17 A Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ IR- IRh /Rw IU /RL Z 3043 /-27 /2500 /1117 /832 /1587 R 4960 /-1970 I- /2334 /2065 Wind reactions reactions based on MWFRS Z Brg Wid = 5.5 Min Reg = 1.6 (Truss) R Brg Wid = 4.0 Min Reg = 2.6 (Truss) Bearing Z is a rigid surface. Bearing R Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 593-2055 H - I 494 -1712 B - D 529 -1857 K - L 2486 -6003 C-E 619-1377 L-M 2456 -5935 D-H 526-1833 M-0 2459 -5946 E-F 651 -1352 0-P 2239 -4730 F-G 1855 -545 P-Q 2189 -4677 G-1 1661 -475 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 'VVIN(i' PCJkU P,NU I-ULLUVV ALL NU I to UN I MRS L)t"(AVVIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI an6SBCA) th'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral resoraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing in1alIed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. IAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uerlmcoseurm Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawing, indicates acceptance of professional enaineering responsibility solely lor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22511 / MONO Ply: 2 Job Number: R3444W_DV Cust N 6852 JRef:1XZ068520005 T384 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1453.48841 Page 2 of 2 Truss Label: CO JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -1970# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OF CALA VVANNINj C/5U MNU NJLLUVV ALL NU I tZ> UN I NI LJIQ5VVIN Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handIirg, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this dawng or cover page I listing this drawina, indicates acceptance of professional enaineering responsibility 501e1yt0r the design shown. The suitability and use of this HarlemAve drawing for any sEructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI' tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520005 T385 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.48215 Truss Label: CR JCJ / GWH 05/08/2024 I 5 2 Complete Trusses Required I'A2 114 418 62' 9112 1433 16 1910 252 4'1"8 20"6 7013 517 18"id 279 4 3X4 J =8X1 01114 6 oE o ! m. i 4T Ic AKW W4 AH AL 4 sx1 Tb0 T I ii AC 81 flAB M Z 5 0 62 W I3X H0508 X8 3X10 E6010 4X12 3X4 304 81 V 4'1"8 278 4'1B 078 12 4' 4' 578 I 4'1"8 62" 1078 I 16' 17'" 21? 25? 35178 I 17712 3'7"81 011"4 I 17312 I 7'8 0174 _) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); 14 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); W4,W21 2x4 DF-L #2(g); W18 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 78 p11 at 0.00 to 78 plf at 19.83 TC: From 76 plf at 19.83 to 76 p11 at 30.88 BC: From 20 plf at 0.00 to 20 plf at 30.88 PLB: 5000 lb Conc. Load at (21.40,21.74) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.280 N 999 240 Loc R+ / R- / Rh / Rw / U / RL AD 694 I- /2500 /301 /72 /1587 Lu: NA Cs: NA VERT(CL): 0.360 N 819 180 Snow Duration: NA HORZ(LL): 0.093 K - - AB 2955 1444 /- /1201 /956 I- tt0RZ(TL): 0.119 K - - Creep Factor: 2.0 U 4355 /-1880 I- /2088 /1869 Wind reactions based on MWFRS Building Code: Code: CBC 2022 Max TC CSI: 0.364 AD Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.437 AS Brg Wid = 5.5 Min Req = 1.5 (Truss) U Brg Wid = 4.0 Mm Req = 2.3 (Truss) Rep Fac: Varies by Ld Case Max Web CSI: 0.889 Bearing AD is a rigid surface. FTIRT:8(0)110(0) Bearings AS & U Fcperp = 625psi. Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 23.01.02.0731.17 WAVE, HS Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins C-E 641-1554 0-P 2155 -4625 In lieu of structural panels use purlins to brace all flat E-H 665-1632 P-R 2155 -4636 TC @ 24" oc. H - I 671 -1611 R-S 2149 -4129 Brace interior top chords of all trusses M-0 2187-4678 S-T 2100 -4080 with purlins at 24" 0/c. Wind Maximum Bot Chord Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp member design. AD-AC 1256 -1239 Z-Y 4417 -1872 Left end vertical exposed to wind pressure. Deflection AC-AB 1276 -919 Y-X 4438 -1880 meets L/360. AB-AA 1276 -919 X-W 5979 -3484 Right end vertical not exposed to wind pressure. AA-Z 4417 -1872 W-V 6093 -3603 Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AC-C 243 -883 AH-Al 1647 -1672 C -AE 1530 -652 Al-AJ 380 -423 E-AE 147 -505 Al-R 1205 -1180 AE-AA 1554 -660 AJ- R 1643 -1656 AB-AE 189 -616 AJ-AK 787 -848 M-1 764 -429 R-AK 1187 -1758 AA-M 1581 -3109 AK-AL 1874 -2519 I - M 610 -1648 AL-V 1933 -2576 M-X 532 -773 V-T 4467 -2299 X-AH 1625-1643 AM-V 184 -479 AG-X 620 -331 T-U 958 -2135 AG-O 618 -330 NoC 58005 05/09/2024 CIVL!L 9P CALW2d "WARNING" -<bAli AND I-OLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous lteral restraint (CLR), installed with diagonal bracing inStalled on the CLR per CSl sections B3, B7, or 810, as applicable. Apply plates to each face of truss and position as 11,64, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine a division of ITW BuildinftComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.corn~ iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 22515 / MONO Ply: 2 Job Number: R3444WDV Cust R6852 JRef1XZ068520005 1385 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 12924.145348215 Page 2 of 2 Truss Label: CR JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s)of-1880# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 's 05/09/2024 / * 'oos **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI secttons B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT'iN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN FW COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harern ye drawing for any stucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: pinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T394 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.52683 Truss Label: CS JCJ I GWH 05/08/2024 1-181-3 5615 115" 16' 1 17'7" 219" 25'7"4 30106 3'74 5101 47 1'7M 4112 3104 534 12 TI N 013X6 30106 514 438 11012 4112 3104 534 115" 1588 I 1774 219" 25'7"4 30106 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.149 I 999 240 Loc R+ I R- / Rh / Rw /U / RL U 1505 /- /- /893 I- /139 Lu: NA Cs: NA VERT(CL): 0.360 I 999 180 Snow Duration: NA HORZ(LL): 0.045 I - - N 1490 I- I- /889 1- I- '-IORZ(TL): 0.109 I - - Creep Factor: 2.0 Wind reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.6 (Truss) Building CDde: CBC 2022 Max TC CSI: 0.422 N Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.541 Bearing U is a rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.971 Bearing N Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 B-C 1-2263 H - J 235 -3421 WAVE C-E 0 -2201 J - K 231 -3427 E-F 44-2176 K-L 150 -2201 F-G 85-2234 L-M 143 -2202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 2140 -149 Q-P 37 -190 S - R 3534 -212 P-0 3867 -190 R-Q 3545 -214 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-B 26-1447 H-Q 8 -378 B-T 2160 -29 0-K 459 -26 T-F 86 -385 K-O 69 -1115 S-G 1249 -34 O-L 95 -392 S-H 126-1847 0-M 2478 -154 G-H 158-2242 M-N 118 -1441 No: C 58005 05/09/2024 Civit-. PF CAL° 8312 6312 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: It EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1 &Bet.(g) Webs 2x4 DF-L Standard(g) W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. rcfr\L) /,iNL) r'L)LLL)VV /LL NU I COUIN I FIIO ljrcp,VViiNi,,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have prcperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing in1aIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1, or for handling shipping, installation and bracina of trusses. A seal on this drawino or cover paae I listing this drawing indicates acceptance of professional enjpeering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL U 1505 I- 1- /144 I- /84 N 1490 I- I- /13 /6 Wind reactions reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.6 (Truss) N Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing U is a rigid surface. Bearing N Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con B-C 263-2145 H - J 700 3d C - E 300 -2006 J - K 695 - 34_ E-F 268-2174 K-L 441 -2201 F-G 392-2212 L-M 433 -2202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 2120 -484 Q-P 3007 -601 S-R 3534 -701 P-0 3007 -601 R-Q 3545 -703 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. U-B 200-1448 H-Q 59 -378 B-T 2204 -217 Q-K 459 -94 T-E 52 -395 K-O 222 -1115 S-G 1229 -268 O-L 94 -392 S - H 368-1843 0-M 2478 -482 G-H 475-2247 M-N 287 -1441 Ply. 1 Job Number: R3.444W_DV Cust: R 6852 JRef. 1XZ068520005 T395 AVIARA WEST APARTMENTS DrwNo 129.24.1453 53777 Truss Label: CT JCJ / GWH 05/08/2024 F2 38 L 31111 6312 115" 16' 177" 219" 2574 30108 35 2415 241 3101 47" 174' 4112 3104 534 lim Ufl T S R 0 P 0 r7 IN 4X6 =4X10 =6X16 --6X10--3X8 _-6x10 1113X6 ii3X6 30108 6312 514 438 1'10"1 4112 3104 534 6312 115" 1588 1774 219" 2574 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria TCLL. 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 1800 Speed: 95 mph Pf: NA Ce: NA VERT(LL) 0.149 I 999 240 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.356 I 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.045 I - Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.108 I - Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft TCDL: 10.8 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.422 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI' 0.541 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.969 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 CF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses ESSI with purlins at 24" a/c. Wind Wind loads based on MWFRS with additional C&C member design. No. C 58005 Left end vertical exposed to wind pressure. Deflection meets L/360. 111 05/09/2024 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. WARNIN(j READ ANL) FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina' indicates acceptance of professional engineering responsibility solely 101 the design shown. The suitability and use of s 155 Harlem Ave drawing for any srructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 16' 177'4 219" 2574 30108 47" 174 4112 3104 534 603 9'7'7 115" 5811 374 199 17 I 30108 N Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520005 T396 AVIARA WEST APARTMENTS DrwNo: 129.24.1453.46199 Truss Label: CU JCJ I GWH 05/08/2024 6312 6312 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 514 438 1'10"2 4112 , 3104 534 115" 15'8"8 1774 219" 2574 30108 Snow Criteria (Pg,Pf in PSF) Defh/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in icc Lldefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.149 I 999 240 Loc R+ / R- / Rh / Rw /U / RL U 1505 I- I- /895 I- /139 Lu: NA Cs: NA VERT(CL): 0.360 I 999 180 Snow Duration: NA HORZ(LL): 0.045 I - - N 1490 I- I- /887 1- I- HORZ(TL): 0.108 I - - Creep Factor: 2.0 Wind reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.6 (Truss) Building Code: CBC 2022 Max TC CSI: 0.503 N Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.541 Bearing U is rigid surface. Bearing N Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.968 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01. B-C 0-2109 H-J 248 -3421 WAVE C-E 0-1991 J - K 243 -3427 E-F 0-2115 K-L 155 -2201 F-G 77-2156 L-M 148 -2202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 2093 -124 0-P 3067 -199 S-R 3534 -226 P-0 3067 -199 R-Q 3545 -228 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp U - B 28-1448 H-Q 12 -378 B-T 2156 -3 0-K 459 -30 T-E 80 -384 K-O 74 -1115 S-G 1208 -27 O-L 95 -392 S-H 0-M 2478 -160 G-H 1 34 -1842 157-2247 M-N 121 -1441 No C 58005 * 05/09/2024 * **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) t7i'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have croperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. IAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracmnB of trusses. A seal on this drawina or cover pace lusting this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any sFr'ucture is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W0V Cust: R 6852 JRef: 1XZ068520005 T398 AVIARA WEST APARTMENTS DrwNo: 12924.1453.47402 Truss Label: CV JCJ / GWH 05/08/2024 2 Complete Trusses Required 537 657 11612 16' 1884 2210" 2684 30108 3'8 374 12" 514 454 284 4112 3104 424 1111,5X3 4 17- G 12 i2 x K H0508 1111,5X3 T4 -6X8 315X4j:6 llit5X4 gM CD 04X6 1113X10 3X10 6X10 8X10 H0710 4X12 - 5X16 8X16 1118X10 658 514 454 284 4112 3104 424 658 11612 16' 1884 2210" 2684 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# P1: NA Ce: NA VERT(LL): 0.342 I 999 240 Lu: NA Cs: NA VERT(CL): 0.443 I 836 180 Snow Duration: NA HORZ(LL): 0.103 I - - HORZ(TL): 0.133 I - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI. 0.340 TPI Std: 2014 Max BC CSI: 0.458 Rep Fac: Varies by Ld Case Max Web CSI 0.756 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver 23.01.02 0731 17 ç Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt. NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 309 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration' 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W5, W16 2x4 DF-L #2(g), W13 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131x3", mm. nails Top Chord: 1 Row @10.75" o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1 .60 / Plate Dur.Fac.=1 .25) TC: From 78 p11 at -2.26 to 78 plf at 16.00 TC: From 76 p11 at 16.00 to 76 p11 at 30.88 BC: From 4 p11 at -2.26 to 4 p11 at 0.00 BC: From 20 p11 at 0.00 to 20 p11 at 30,88 PL: 5000 lb Conc. Load at (23.02,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24' oc Brace interior top chords of all trusses with purlins at 24' 0/c. No: C 58005 * 05/09/2024 OF CALA * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL U 2806 /- /2500 /944 /621 /1504 N 5190 /-2209 /- /2377 /2073 /- Wind reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.5 (Truss) N Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing U is a rigid surface. Bearing N Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con B-C 601 -2370 H-J 2185 -5 C - E 598 -2333 J - K 2182 -5€. E-F 592-2300 K-L 1740 -3655 F-G 781 -2627 L-M 1724 -3632 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U-T 1251 -1218 R-Q 5318 -1852 T-S 2229 -572 0-P 6443 -3410 S-R 5302-1846 P-0 6416 -3402 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp U - B 322-1361 X-K 1212 -561 B-T 2221 -567 Y-K 1922 -1934 T-F 175 -462 K-Z 1733 -3008 F - S 288 -388 Z -AA 2086 -3464 S-G 1855 -613 AA-0 2104 -3491 S-H 1371 -3452 0-M 4307 -2044 G-H 816-2715 AB-0 186 -463 H-Q 554 -945 AB-L 187 -465 Q-W 1550 -913 M-N 1118 -2560 W-X 1547 -930 --wAkNINtr- i<iu ANL) i-OLLOVi/ ALL NO I Lb ON I Nib L)I<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r safety practices prior to performing these functions Installers shall provide temporary (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of iruss nd position as 1114611111., IS above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ,4 rj E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the sarrCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover paae listing this drawino indicates acceptance of professional .enaineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sti'ucture is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.ojg.AWC'. awc.org Glenview, IL 60025 SEQN: 22554 I MONO Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520005 T398 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.241453.47402 Page 2 of 2 Truss Label: CV JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2209# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 05/09/2024 1.C,Vfl PPCAL? rç/5L) /SiNL) rULLUVV ALL I'lL) I tO UN I riio Ljrcp,VvIiNL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI anSBCA) handling sarety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. AopIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE i Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mNC0-ANY truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineenng responsibility solely tor the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any sWucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc,org Glenview, IL 60025 SEQN: 24413 MONO Ply 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520005 T600 FROM: AVIARA WEST APARTMENTS DrwNo 13024 1832 05540 Page 1 of 2 Truss Label: CW / GWH 05/09/2024 I ' , 2 Complete Trusses Required I 21012 261112 4 14M 04M '12 05 10 11-3 Ill SX3 H050B Ill 5X XC XX 81 Z V X W 62 V Ult 26 4X4 '4X6 SXIO HO61O 8X8 iil5X3 N2X3 *SX,6 *826 lXXll I 4X6 •6X8 231X' 12 I VI2 22128' H. 1.1 12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt' NA Des Ld 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 018 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T6 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W20 2x6 DF-L SS(g); W21023 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Snow Criteria (Pg,Pf is PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pf: NA Ce: NA VERT(LL): 0.468 F 791 240 Lu: NA Cs: NA VERT(CL): 0.587 F 631 180 Snow Duration' NA HORZ(LL): 0.175 B - - HORZ(TL): 0.220 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.776 TPI Std. 2014 Max BC CSI: 0.456 Rep Fac: Varies by Ld Case Max Web CSI: 0.943 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 i.si.vp i-is Loading Truss checked for 300# movable concentrated load along Top Chord, noriconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL AD 2457 /-145 /2500 /919 /684 /1541 T 5171 /-2228 I- /2423 /2136 /- Wind reactions based on MWFRS AD Brg Wid = 5.5 Min Req = 1.5 (Truss) T Brg Wid = 4.0 Min Req = 28 (Truss) Bearing AD is a rigid surface. Bearing T Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 194 -697 I - K 338 -1 B-C 360-1316 K-M 408 -iL. C-F 337-1211 L-N 1809 -4304 D-E 572 -1718 N-0 1795 -4245 E-G 546-1559 O-Q 2175 -5445 F-I 359-1343 Q-R 1744 -3618 G-H 734-1629 R-S 1730 -3599 H-J 817-1717 Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @10.00 o.c. Bot Chord: 1 Row @12,00 o.c. Webs : 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac =1 60 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 16.25 TC: From 76 plf at 16.25 to 76 plf at 27.29 BC: From 20 plf at 025 to 20 plf at 27.29 PL: 5000 lb Conc. Load at (19.44,20.99) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted 1.25 plate duration factor used. ***** per Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AD-AC 1250-1248 Y-X 4547 -1748 AC-AB 1472 -803 X-W 4567 -1756 AB-AA 1750 -547 W-V 6477 -3454 AA- Z 2768 -873 V - U 6453 -3447 Z-Y 2768 -873 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 347-1248 M-0 700 -1940 A-AC 1217 -339 W-AF 1633 -1288 AC- B 227 -795 AE- W 294 -938 B -AB 1400 -378 AE- N 294 -939 AB- D 430 -1535 AF-AG 1628 -1299 D -AA 1261 -464 AG-Q 1298 -917 C-D 99 -475 AH-Q 1928 -1950 E-F 65 -392 Q-AI 1797 -3097 G-Y 114 -411 AI-AJ 2136 -3552 Y-J 2450 -914 AJ-U 2152 -3576 Y-L 1376-3032 U-S 4268 -2051 J - L 856-2400 AK-U 200 -451 L-M 1383 -616 AK-R 202 -453 L-W 1983-1246 S-T 1126 -2548 Inland Empire Truss 275 West Rider St of BCSI (Building Perris CA 92571 'ovide temporary. 19511300-1758 :11 have a properly istalled with id position as ALPINE ANfl'WCOM,*ANV 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 NoC 58005 * 05/09/2024 * snown aoove ana on me joint uetans, uniess notea otnerwise, teter to arawings lbuA-L tor stanaara piate positions. i<eter to job Is Genera Notes page for additional information. Alpine, a division of ITW BuiIdingComponents Group Inc. shall not, be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional eng!.neering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TRI 1 Sec.2. For more information see these web sites: Alpine: alpineitw com; TPI. tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC' awc.i SEQN: 24413 MONO Ply: 2 Job Number: R3444W0V Cust: R6852 JRef:1XZ068520005 1600 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo. 130.24.1832.05540 Page 2 of 2 Truss Label: CW / GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25t0 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL: -5000 lb Conc. Load at (19.4420.99) Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL - 2500 lb Conc. Load at (19.44,20.99)[0.0 deg] PL: -625 lb Conc. Load at (15.3620.65) PL: 625 lb Conc. Load at (23.3621.38) Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.25 to 38 plf at 16.25 TC: From 40 plf at 0.25 to 40 plf at 27.29 TC: From 36 plf at 16.25 to 36 plf at 27.29 BC: From 20 plf at 0.25 to 20 plf at 27.29 PL - -2500 lb Conc. Load at (19.44,20.99)[0.0 deg] PL: 625 lb Conc. Load at (15.3620.65) PL: -625 lb Conc. Load at (23.3620.61) No: C 58005 05/09/2024 Avit- At.6 NML) /\iNL) rULLUVV ALL NV I 1=0 iJiN I rii LJrc1VViiNL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) th'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections 83, B7, or B10, as applicable AopIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN IM COMMW truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional engpeering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building uesigrer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24419 MONO Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1 XZ068520005 1602 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1832.16647 Truss Label: CX / GWH 05/09/2024 416 1 2101 9 13 4'lplI 1013 14112 1515 1910 221112 261112 30108 13' 9' 528 409 11' 310' 3112 4' 31012 113X4 ,-3 K_ Xt6X8 3X4 IN I I AD ! II13X6 _,4X4 4X8 11M 5X4 3X8 5X10 4X4 I112X3 6X6 H0308 30108 314 658 588 21112 4' 4' 31012 310" 1038 16' 181112 221112 261112 30108 8" 2 8" 2 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld. 800 Mean Height. 24.55 ft NCBCLL: 000 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity pf NA Ce: NA VERT(LL): 0.282 N 999 240 Loc R+ / R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.683 N 542 180 AD 1502 I- I- /893 I- /147 Snow Duration: NA HORZ(LL): 0.098 B - - U 144 I- I- /890 I- I- HORZ(TL): 0.238 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.921 U Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.910 Bearing AD is rigid surface. Rep Fac Varies by Ld Case Max Web CSI: 0.928 Bearing U Fcperp = 625p5i. FTIRT8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con C - F 19 -1411 K - N 131 -11 WAVE, HS VIEW Ver: 23.01.02.0731.17 D - E 5 -1223 L - N 1350 -142 Wind B-C 42-1647 J-L 1374 -' F - G 67 -1558 0- P 153 -3289 Wind loads based on MWFRS with additional C&C G - K 125 -1551 P - R 155 -3317 member design. E-H 0-1066 M-O 156 -3303 H - I 0 -950 R - S 101 -1827 Left end vertical exposed to wind pressure. Deflection 1-1 J 1473 -155 S - T 94 -1828 meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 1986 -187 Y-X 3225 -116 AA-Z 3206 -116 X-W 2915 -137 Z-Y 3206 -116 W-V 2914 -137 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AC- B 14 -1422 AA- M 41 -1041 B-AB 2268 0 I - M 121 -2352 AB- D 59 -1349 X - R 595 0 D-AA 538 0 P-Q 50 -452 C-D 64 -573 R-V 60 -1387 G-H 94 -473 V-T 2198 -108 AA-I 536 0 T-U 95 -1455 C 58005 * 05/09/2024 CIV OF 'VVMNrlINU" NC5LJP,iNU rULLUVV ALL i"iUitb UN irii Urt/VVII'4Ui inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8'SBCA) f6'r sa ety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 l_._.F'I ri E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enoineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.oro; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 508 21112 4' 4' 31012 16' 181112 221112 261112 30108 418 6'2" 418 1038 --H0308 30108 6 1111,5X4 Loading Criteria (ps TCLL; 20.00 TCDL; 18.00 BCLL; 0.00 BCDL; 10.00 Des Ld; 48.00 NCBCLL; 0.00 Soffit; 2.00 Load Duration; 1.25 Spacing; 24.0" Wind Criteria Wind Std; ASCE 7-16 Speed; 95 mph Enclosure; Closed Risk Category; II EXP; C Kzt; NA Mean Height; 24.50 ft TCDL; 10.8 psf BCDL; 6.0 psf MWFRS Parallel Dist; 0 to h/2 C&C Dist a; 3.09 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. SEQN: 24436 MONO Ply; 1 Job Number: R3444vV_DV Gust; R6852 JRef;1XZ068520005 T603 FROM; AVIARA WEST APARTMENTS DrwNo; 130.24.1832.22017 Truss Label: CY / GWH 05/09/2024 17115 418 9112 1 14211 16' 1910" 221112 261112 4'18 5'0"4 5015 195 281 3112 4' H24—f.--3'1o"--H 30108 31012 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.226 K 999 240 LoG R+ R- /Rh /Rw /U /RL / Lu; NA Cs; NA VERT(CL); 0.550 K 673 180 Z 1508 I- I- /906 I- /156 Snow Duration; NA HORZ(LL); 0.098 D - - R 1495 I- I- /889 -tORZ(TL); 0.237 D - - Wind reactions based on MWFRS Building Code: Creep Factor; 2.0 Z Erg Wid = 55 Min Reg = 1.6 (Truss) CBC 2022 Max TC CSI; 0.768 R Brg Wid = 4.0 Min Reg = 1.6 (Truss) TPI Std; 2014 Max BC CSI; 0.622 Bearing Z is rigid surface. Bearing R Fcperp = 625p5i. Rep Fac; Varies by Ld Case Max Web CSI; 0.930 Members not listed have forces less than 375# FT/RT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s); Chords Tens.Comp. Chords Tens. Camp. WAVE, HS VIEW Ver; 23.01 .02.0731.17 A-B 9-1945 H-K 103 -1415 Wind B-D 44-1585 I - K 1284 -120 Wind loads based on MWFRS with additional C&C C - E 0 -1032 J - L 151 -3328 member design. D - H 90 -1544 L - M 149 -3318 Left end vertical exposed to wind pressure. Deflection E - F 0 -939 M-0 150 -3344 meets L1360. F - G 1487 -136 0- P 98 -1830 Right end vertical not exposed to wind pressure. G -1 1392 -137 P - 0 92 1830 Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 2178 -177 V-U 3390 -123 X-W 3371 -122 U-T 2910 -131 W - V 3371 -122 T - S 2910 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 0-1448 F - J 107 -2290 A-Y 1927 0 l - J 62 -442 Y-C 60 -677 U-O 636 -1 D - E 80 -376 0 - S 57 -1378 X-F 732 0 S-Q 2201 -104 X-J 61-1240 Q-R 93 -1455 NoC 58005 * 05/09/2024 * OF CA01F **WARNING READ AND FOLLOW ALL NO I ES ON I HIS DKAWINO! inland Empire Truss I *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for aermanent lateral restraint otwebs shall have continuous rateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3 B7, or BiD, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. IAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unrnwcoepunv itruss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of tl'iis 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Building'Desigrer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.cop;jCC..iccsafe.org; AWC; awc org Glenview, IL 60025 BP-BN 685 -684 BF-BD 418 -404 BN-BL 958 -953 BD-BA 791 -782 BL-BK 448 -443 BA-AX 658 -649 BK-BJ 1087 -1071 AX-AU 727 -726 BJ-BF 945 -930 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 9 A-BP 1195-1223 R-AD 1044 -1044 fi A-BN 1790-1788 AD-BD 805 -841 BN-E 356 -494 BD-AN 798 -822 1/ E-BK 808 -813 AN-AX 874 -895 1/ BK- R 297 -466 AX-AT 824 -834 BK-AD 532 -549 AT-AU 470 -512 Maximum Gable Forces Per Ply (lbs) SEQN. 24442 FROM: Page 1 of 2 GABL I Ply: 1 I Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: CZ I Cust: R6852 JRef:1XZ068520005 1604 DrwNo: 130.24.1833.01687 / GWH 05/09/2024 418 9112 12211 15115 1910" 221112 261112 30108 5'04 3'015 2'11"4 310 3112 4' 71012 H 5 X3("") lilt X4 ill 1.5X4 III 1.5X4 =3X4 AK 1113X6 1 hi XUV 11306 1(13X6 6XB 5X6( 05 'AF AJ AT AN I oI I IIW BY BP ii I113X6 B N 8 L 3K BJ 31 BF 3D 1113X6- BA AX tu 3X10 m4X8 H0308 llll.5X4 3X8 5X10 30108 418 62" 588 21112 4' 4' 31012 418 1038 16' 181112 221112 26'11"12 30108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf, NA Ce: NA VERT(LL): 0.006 0 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL)' 0.013 L 999 180 BP"147 I- I- /191 /74 /15 BCDL: 10.00 Risk Category: 11 Snow Duration' NA HORZ(LL): 0.028 L - - BJ* 194 I / /79 EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.033 L - - BP /-1192 Mean Height: 24.50 ft NCBCLL' 0.00 TCDL: 10.8 psf Building Code: Creep Factor: 2.0 BN /-114 Soffit: 2.00 BCDL: 60 psf CBC 2022 Max TIC CSI: 0.248 BY /-321 B) /-102 Load Duration' 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.176 BF /-127 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac. Varies by Ld Case Max Web CSI' 0.623 AU /A57 Loc. from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS BP Brg Wid = 136 Mm Req = - GCpi: 0.18 Plate Type(s): BJ Big Wid = 234 Mm Req = - Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Gable Studs Bearings BP & BJ are a rigid surface. Top chord 2x4 DF-L #2(g) Gable studs (dashed members) may be installed at 16" Members not listed have forces less than 375# T2 2x4 DF-L #1&Bet.(g); oc with Wave plates. In lieu of plates use (3)16 ga. Maximum Top Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #1&Bet,(g) 1/2' x 1.75" wire staples (0.064 Dia ) Toe nailed Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard(g) through chord into web & web into chord on one face A - D 1743 -1759 X -AB 423 -401 W3 2x4 DF-L #1&Bet.(g); for a total of (6) staples per connection. Lumber shall be dried to a maximum moisture content Additional Notes D-O 1029-1054 W-AB 1870 -1895 E - J 781 -770 AB-AC 958 957 of 19% prior to installation. J - R 799 -784 AC-AK 749 -769 Uplift connections required. See uplifts in R- and U 0- V 459 -430 AJ-AN 578 -571 Plating Notes columns of Maximum Reactions table. R-U 1869-1907 AN-AQ 769 -758 Connectors in green lumber (g)designed using See DWGS Al 1530ENC1601 18, GBLLETtN0118, & U - W 1771 -1807 AQ-AT 686 -681 NDS/TPI reduction factors. GABR5T160118 for gable wind bracing and other V-X 433 - 468 All plates are I 5X' excect as noted requirements. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. ESsi Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection owr ir No?O meets L1360 Right end vertical not exposed to wind pressure. ! Wind loading based on both gable and hip roof types. \\* \ 05/09/2024 N./AU .'KNL) i-ULLUVV ALL NU i UN i UP,VViNt,1 inland Empire Truss H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS . , 275 West Rider St ating, handling, shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building Perris CA 92571 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 vise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly i for,permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with per BCSl sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as Akhkl unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General . LPI I%J a'Iivision of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the - -. conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawin9 or cover page is drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of 155 Harlem Ave for any srr'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor re information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Cust: R 6852 JRef: 1XZ068520005 T604 DrwNo 130.24.1833.01687 / GWH 05/09/2024 Gables Tens.Comp. Gables Tens. Comp. J -By 45 -387 W -CC 127 -383 BL-BV 56 -480 X-W 62 -496 SEON: 24442 GABL Ply: 1 Job Number: R3444W_DV FROM: Oty: 1 AVIARA WEST APARTMENTS Page 2 of 2 Truss Label: CZ Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.99 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5' deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Brace interior top chords and support lower roof with a sistered truss or nailer at the edge of the lower roof. Brace all exposed vertical surfaces for lateral wind forces. All diaphragms, braces, and connections shall be designed by the engineer of record. NoC 58005 * 05/09/2024 (OF CALA * VVMr(PlIPlU Mr-/AL) b,iNL) L)LLUVV MILL INL) I 0 LttN I H10 VrVkVViINI! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless rioted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face ,of nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , ii E INotes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwoerusv Itruss in conformance with ANSI/WI 1, or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawina indicates acceptance of professional .engpeering responsibility solely for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building uesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp I - H 2934 -51 H-G 2786 -38 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-J 57-3569 H - D 552 -16 A-I 3833 -48 D-G 377 -38 - B 45 -747 G - E 3269 -40 B-H 673 -4 E - F 62 -2731 H-C 810 0 SEQN 20667 CHIP Ply; 2 Job Number: R3444W_DV Cust R6852 JRet1XZ068520005 1107 FROM; AVIARA WEST APARTMENTS DrwNo: 130.24.1833.45867 Page 1 of 2 Truss Label: DA / GWH 05/09/2024 I 2 Complete Trusses Required 36 5511 6113 1478 36" 11111 382 5511 12 1478 36 1612 46" 5012 36 5'0"12 9612 1478 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/de11 LI# Gravity Non-Gravity VERT(LL); 0.040 H 999 240 Loc R+ / R- / Rh I Rw I U / RL VERT(CL); 0.097 H 999 180 J 8109 I- I- /693 I- /74 HORZ(LL); 0.011 B - - K 6453 I- I- /555 I- I- HORZ(TL). 0.026 B - - Wind reactions based on MWFRS Creep Factor; 2.0 J Brg Wid = - Min Req = - Max TC CSI; 0.587 K Brg Wid = 5.5 Min Req = 3.4 (Truss) Max BC CSI; 0.991 Bearing K Fcperp = 625p5i. Max Web CS 0.677 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver; 2301.02.0731.17 C - D 86 -3124 B - C 84 -3 A-B 68-3070 D-E 65 -2 Loading Criteria (psi) Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed; 95 mph BCLL 0.00 Enclosure. Closed BCDL; 10.00 Risk Category; II EXP; C Kzt; NA Des Ld; 48.00 Mean Height; 24.25 ft NCBCLL 0.00 TCDL 108 psf Soffit; 2.00 BCDL; 6.0 psI Load Duration; 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing; 24.0" C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule;0.131"x3", mm. nails Top Chord; 1 Row @ 7.50" o.c. Bot Chord; 2 Rows @ 2.50" o.c. (Each Row) Webs ; 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC; From 78 p11 at 0.00 to 78 plf at 5.47 TC; From 101 plf at 5.47t0 179 p11 at 7.31 TC; From 179 p11 at 7.31 to 101 plf at 9.15 TC; From 78 p11 at 9.15 to 78 p11 at 1462 BC From 36 p11 at 0.00 to 36 p11 at 6.58 BC; From 707 plf at 6.58 to 707 plf at 14.00 BC; From 36 p11 at 14.00 to 36 p11 at 14.62 TC; 334 lb Conc. Load at 5.47, 9.15 BC; 1420 lb Conc. Load at 1.42 BC; 2802 lb Conc. Load at 3.00, 5.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors Snow Criteria (Pg,Pf in PSF) Pg. NA Ct; NA CAT; NA P1 NA Ce NA Lu; NA Cs; NA Snow Duration NA Building Code; CBC 2022 TPIStd' 2014 Rep Fac; No FT/RT;8(0)I10(0) Plate Type(s); Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 C1 I OF V NNIr.j - t1CJ5UP,FNU I-ULLUVV ALL NUiC UN I r1lb U5VViN inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as 1.41161111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation and bracinp of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this arern ye drawing for any structure is the responsibility of the Buildingijesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPl; tpinst.orq; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 SEQN: 20667 CHIP Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520005 T107 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1833.45667 Page 2 of 2 Truss Label: DA / GWH 05/09/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design I gravity loads. No C 58005 * 05/09/2024 * VVPKNINW NAU ANL) tOLLOVV ALL NO I Lb ON I Hlb UI<AWINO! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an a fabricating, for satety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly Perris CA 92571 (951)300-1755 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR BCSI sections B3, B7, B10, Apply to face per or as applicable. plates each of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE lAlpine, a division of ITVV Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawina indicates acceptance of professional enaineerng responsibility sole ly1or the design shown. The suitability and use of this Idrawing for any sfr'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 3174 -38 H-G 2984 -36 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-J 59-2695 H-D 842 -2 A-I 3263 -43 D-G 43 -927 - B 698 -42 G - E 3887 -44 I-C 21 -584 E-F 59 -3620 C-H 1209 -10 SEQN: 20661 CHIP Ply. 2 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520005 T115 FROM AVIARA WEST APARTMENTS DrwNo: 130.24.1834.19870 Page 1 of 2 Truss Label: DB / GWH 05/09/2024 2 Complete Trusses Required 9013 1134 1478 5611 362 227 344 12 1478 5'1"12 4'4" 198 3'44 5112 9512 1134 1478 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.041 H 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL). 0.099 H 999 180 J 6173 I- I- /531 I- /74 HORZ(LL): 0.006 F - - F 8090 I- I- /692 I- I- HORZ(TL): 0.015 F - - Wind reactions based on MWFRS Creep Factor. 2.0 J Brg Wid = 5.5 Min Req = 3.3 (Truss) Max TC CSI: 0.585 F Brg Wid = - Min Req = - Max BC CSI: 0.613 Bearing J is a rigid surface Max Web CSI 0.687 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 B - C 86 -2614 C - D 76 -3 A-B 73-3868 D-E 54 -31 Loading Criteria (psI) Wind Criteria TCLL: 2000 Wind Std ASCE 7-16 TCDL: 1800 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP:C Kzt:NA Des Ld. 48.00 Mean Height: 24.26 ft NCBCLL: 0.00 TCDL. 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a. 300 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W2, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @ 7.50 o.c. Bot Chord: 2 Rows @2.50 o.c. (Each Row) Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 5.56 TC: From 103 plf at 5.56 to 181 plf at 731 TC: From 181 plf at 7.31 to 103 plf at 9.07 TC: From 78 plf at 9.07 to 78 plf at 14.62 BC: From 36 plf at 0.00 to 36 plf at 1.00 BC: From 651 plf at 1.00 to 651 plf at 9.00 BC: From 36 plf at 9.00 to 36 plf at 14.62 TC: 342 lb Conc. Load at 5.56, 9.07 BC: 2750 lb Conc. Load at 9.58,11.58 BC: 1264 lb Conc. Load at 13.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA )W Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 CIP * 'wWAKNINti NbAD AND FOLLOW ALL NO I hS ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 52571 Component Safety Information by TPI ana'SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enamneeing responsibility solelylor the design shown. The suitability and use of 155 Harlem Ave drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN. 20661 CHIP Ply. 2 Job Number: R3444W_DV Oust: R6852 JRef:1XZ068520005 1115 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1834.19870 Page 2 of 2 Truss Label: DB / GWH 05/09/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. C 58005 IRV 05/09/2024 tS> Civtt- y- CAUV2 WAKNINW AU ANU IOLLOVV ALL NO I 1.S ON I HIS Ut(AWiN(j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of CSl (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuildinftComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.ora; AWC: awc.ora Glenview, IL 60025 SEQN: 20530 CHIP Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520005 T71 FROM AVIARA WEST APARTMENTS DrwNo: 130.24 1834.49553 Truss Label: EA / GWH 05/09/2024 'ç 2 Complete Trusses Required 26" 3911 608 26" 1311 2213 12 4 L" —6X12 B 4X10 A71 Tx8 835 121" 2213 3911 5X12 5X6 K Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Kzt: NA Des Ld. 48.00 Mean Height: 22.47 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W2, W9 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 2 Rows @ 2.50' o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. J I H C 0 1112X3 8X8 1114X6 5X6 121" Loading #1 hip with 3-9-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp K-J 3444 0 H-G 3830 0 J - l 3466 0 G-F 2519 0 I - H 3830 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp K-L 0-4399 C - G 0 -1586 L-B 0-4211 D-F 0 -3184 B - I 2386 0 G-D 1871 0 C - H 836 0 26" 1012 2712 2712 3412 - 26" 34"1 608 584 121" Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.043 J 999 240 Loc R+ I R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.104 J 999 180 K 6899 I- I- /672 I- Snow Duration: Duration: NA HORZ(LL) 0.013 F - - M 4255 I- I- /415 I- I- HORZ(TL): 0.031 F - - Wind reactions based on MWFRS Building Code: Creep Factor. 2.0 K Brg Wid = 5.5 Min Req = 3.7 (Truss) CBC 2022 Max TC CSI 0.373 M Brg Wid = 5.5 Min Req = 2.3 (Truss) TPI Std: 2014 Max BC CSI: 0.672 Bearing K is rigid surface. Bearing M Fcperp = 625p5i. Rep Fac. No Max Web CSI: 0.970 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver. 23.01.02.0731.17 R- r fl -AR (fl n No: C 58005 05/09/2024 * 9P WAKNIN(i AU AND i-OLLOVV ALL NO i S ON i HIS UI<AVVIN(j! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r sa ety practices prior to performing these functions. Installers shall provide temporary. (951)300-1756 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing ins"Called on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Build na Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwcoaru,v truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of tips 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520006 T76 / AVIARA WEST APARTMENTS DrwNo. 129.24.148.12258 Truss Label: F2 JCJ I GWH 05/08/2024 17912 4 408 808 1208 134? 2261 2948 408 4 4 14 485 6107 E 12 12 N 05 e4io 013X6 __6X10 010 8X10 6X12 1113X4 Tit-1.5X4 H0310 294"8 406 4 4 14 485 6107 40"8 800 1208 1348 2201 2948 4,5,,4 17912 ow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity NA Ce: NA VERT(LL): 0.286 E 999 240 / / Loc R+ R- Rh / Rw /U / RL NA Cs: NA VERT(CL): 0.664 E 530 180 0 1360 I- I- /789 /23 /185 w Duration: NA HORZ(LL): -0,064 E - - J 1374 I- I- /808 I- I- HORZ(TL): 0.148 E - - Wind reactions based on MWFRS ilding Code: Creep Factor: 2.0 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) C 2022 Max TC CSI: 0.850 J Brg Wid = 3.5 Min Req = 1.5 (Truss) I Std: 2014 Max BC CSI: 0.768 Bearing J is a rigid surface. p Fac. Varies by Ld Case Max Web CSI. 0.984 Bearing 0 Fcperp = 625p5i. RT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) te Type(s): Chords Tens.Comp. Chords Tens. Comp. WE, HS VIEW Ver: 23.01.02.0731.17 Deflection A - B 409 -2075 D - F 936 -4882 B-C 400-2075 G-H 291 -1989 Max JT VERT DEFL: LL: 0.28" DL: 0.42". See detail C - D 934 -4832 H - I 254 -2125 DEFLCAMB 1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 3690 -479 M-L 5471 -815 0-N 3690 -479 L-K 1969 -180 N-M 5513 -823 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 285-1326 F-G 448 -2298 A-P 2422 -481 F - L 747 -3962 P-C 369-1848 G-L 1701 -289 C-N 1290 -248 K-1 1942 -169 N-F 201 -1103 l-J 167 -1324 NoC 58005 * 05/09/2024 CIV OF Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. VVNIN.9 rcCP,U P,NU I-L)LLUVV ALL NU i tb UN i NIZi UI'</\VViNU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing Ter BCSI. Unless noted oTherwise, top chord shall have propery attached structural sheathina and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing inslalled on the CLR per BCSl sections B3, B7, or B1O, as applicable Aeply plates to each face of'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE E I Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the Co.— truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover pace I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave Idrawing for any srr'ucture is the responsibility of the Building uesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 No: C 58005 05/09/2024 * re u on ors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. AR-AP 727 -726 AH-AG 2174 -2161 PP-AM 639 -627 AG-AC 1923 -1894 AM-AJ 1361 -1349 AC-AB 1181 -1180 AJ-AI 1388 -1374 AB-Z 417 -417 Al-PH 1649 -1636 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AP- G 627 -647 M -Al 496 -557 AM-G 267 -386 M-AG 1027 -1023 AJ-M 474 -497 ) Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AH-BG 93 -407 BU-AB 121 -511 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520006 T77 / AVIARA WEST APARTMENTS DrwNo' 129.24 1458.15586 Truss Label: F3 JCJ / GWH 05/08/2024 71012 p"4 1348 17912 2261 2946 71012 '8 524 454 I _s 6107 H 8 L 12 3X4 —_3X8 I 3X4 III BG AR III3X6 5X10(") 3X8 5X6 5X8 II112X12(++) 1111 ,5X4 2948 I 11'1012 4 17912 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loG L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed. 105 mph Pf: NA Ce: NA VERT(LL): 0.011 V 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 V 999 180 AR' 135 /- I- /69 /5 /294 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.020 AR - - AG*123 I- I- /72 I- I- Des Ld 46.00 EXP: C Kzt: NA HORZ(TL): 0.023 AR - - AR /-118 NCBCLL: 10.00 Mean Height 24.50ff TCDL: 108 psf Building Code: Creep Factor 2.0 AM /-256 Soffit: 2.00 BCDL 4.8 psf CBC 2022 Max TC CSI: 0.197 AJ /190 Al 1479 Load Duration. 1.25 MWFRS Parallel Dist 0 to h12 TPI Std: 2014 Max BC CSI: 0.311 AD /-101 Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.437 BR /-138 Loc. from endwall: Any FT/RT:8(0)I10(0) PA 1-124 GCpi: 0.18 Plate Type(s). Wind reactions based on MWFRS Wind Duration. 1.60 WAVE VIEW Ver. 23.01 .02.0731.17 AR Brg Wid = 215 Min Req = - Lumber Additional Notes AG Brg Wid = 137 Min Req = - Top chord 2x4 DF-L #2(g) See DWGS Al 1530ENC160118, GBLLETlN0118, & Bearings AR & AG are a rigid surface. Bot chord 2x4 DF-L #2(g) GABRST160118 for gable wind bracing and other Members not listed have forces less than 375# Webs 2x4 DF-L Standard(g) requirements. Maximum Top Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. G - J 756 -752 J - M 773 -767 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) ,. • Chords Tens.Comp. Chords Tens. Comp. "WAKNINti" tAU AND hOLLOW ALL NO I hS ON I HIS DF(AWINti! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlin,g shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA)To'r safety practices prior to performing these functions, Installers shall provide temporary. >951>300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable AopIy plates to each face of'truss and position as 1411611111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANImNCOMPANY truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawinq or cover paae 155 Harlem Ave listing this drawmna indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of This drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21585 / GABL Ply 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520006 177 / FROM: Qty: AVIARAWESTAPARTMENTS DrwNo: 12924.1458.15586 Page 2 of 2 Truss Label: F3 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TIC 0.00 29.38 5287 179.98 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5' deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No 7C 58005 * 05/09/2024 * CAL ir, rSI',LJ I\iNL) NJLLUVV IALL I'L) I 0 OiN I riio LJrcFwVIiNI.., Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) tor safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuildinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracin of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-tor the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the BuildingiJesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std. 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.008 D 999 240 VERT(CL)' 0.023 D 999 180 HORZ(LL). -0.009 D - - HORZ(TL): 0.011 D - - Creep Factor 2.0 Max TIC CSI: 0.194 Max BC CSI: 0.277 Max Web CSI: 0.401 Ver: 2301.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS Al 1530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520006 T78 / AVIARA WEST APARTMENTS DrwNo: 129.24.1458.21742 Truss Label: F4 / RTT 05/08/2024 171 658 71 6107 H14H (iYP) T 1 858 Iwz ITIM NoC 58005 05/09/2024 * CIVt Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0,00 Enclosure: Closed BCDL: 8.00 Risk Category: Il IEXP: C Kzt: NA Des Ld: 4 6.00 IMean Height: 23.24 ft NCBCLL: 10.00 ITCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 iWind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 CF-L #2(9) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1710#( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1710 180.00 TIC -1.04 8.46 1710 179.98 BC -1.04 8.46 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24 0" span opposite face. Top chord may be notched 1.5" deep X 3 5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A Maximum Reactions (Ibs), or 5 PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U I RL H* 128 I- I- /61 /11 /180 L /-172 J /-233 /-101 Wind reactions based on MWFRS H BrgWid= 101 MinReq= - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp K-J 1040-1038 J - H 1520 -iSlE Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. P- J 266 -495 per THE INSTALLERS md follow the latest edition of BCSI inctions. Installers shall provide tE thing and bottom chord shall have us lateral restraint (CLR), installed tes to each face of truss and Dositi Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN flW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 a division of drawing tor any structure is the respi For more information see these web not be responsible for any deviation from this drawing, any failure to build the g,. installation and bracing of trusses A seal on this d15w1n9 or cover page ering responsibility solelylor the design shown. The suitability and use of this rigner per ANSI/TPI 1 Sec.2. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl!CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.003 E 999 240 VERT(CL): 0.008 E 999 180 HORZ(LL): 0.002 A - - HORZ(TL): 0.005 A - - Creep Factor: 2.0 Max TC CSI: 0.575 Max BC CSI: 0.606 Max Web CSI: 0.237 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL F 478 /- I- /239 /21 /85 0 478 1- I- /235 /- Wind reactions based on MWFRS F BrgWid= - Min Req= - D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Ver: 23.01 .02.0731.17 F-B 349 -598 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520006 T79 I AVIARA WEST APARTMENTS DrwNo: 129.24.1458.21664 Truss Label: F5 / RTT 05/08/2024 171 858 171 6107 1111.5M A 12 I I 0 I I 858 171 6107 171 858 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.24 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No.- C 58005 * 05/09/2024 civ * I rçtp\L) /%i'IL) ULLUVV /ALL iNL) ItO UN I riio L)t-(P,VVIINL,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable AopIy plates to each face ofruss and position as lIt.tu' shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mNCOWANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional engpeering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Budding, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 T121 AVIARA WEST APARTMENTS DrwNo: 129.24.1458 12524 Truss Label: F8 JCJ I GWH 05/08/2024 71012 f'4 1346 17912 2261 2948 71012 35 524 454 485 6107 L 12 /114X4 - 12 0.5 3X4 3X8 I i BQ T ill K6 III3X6 5X10(") 3X10 5X6 6X8 3X4 III 1.5X4 31012 31012 2948 788 35 454 485 111012 '24 17912 2261 X1'2"I A 6107 2948 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.014 V 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs NA VERT(CL): 0.040 V 999 180 AQ"137 /- /- /79 /5 /12 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 L - - AF* 121 /- /- /179 /80 /- EXP'C Kzt:NA Des Ld: 46.00 i-IORZ(TL): 0.027 L - - AG /-343 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL: 10.8 psf Building Code: Creep Factor: 2.0 Al /366 Soffit: 2.00 BCDL: 4.8 psf CBC 2022 MaxTC CSI: 0.216 AF /-145 AC /-118 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.317 BQ /489 Spacing: 24.0" C&C Dist a: 6.24 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.971 /-658 Loc. from endwall: Any FTIRT:8(0)/10(0) Wind reactions based on MWFRS GCpi: 0.18 Plate Type(s): AG Brg Wid = 215 Min Req = - Wind Duration 1.60 WAVE VIEW Ver: 23.01 02 0731 17 AF Big Wid = 137 Mm Reg = - Lumber Additional Notes Bearings AQ & AF are a rigid surface. Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Members not listed have forces less than 375# Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) See DWGS A11530ENC160118, GBLLETlN0118, & Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content GABRSTI60118 for gable wind bracing and other A - D 652 -641 L - P 830 -856 of 19% prior to installation, requirements. r) - ( 804 -801 P - T nn -972 G-J 524 -515 T-Y 1257 -1307 J - M 445 -446 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AQ-AO 726 -726 AG-AF 644 -633 AO-AL 625 -613 AF-AB 797 -759 AL-Al 827 -815 AB-AA 1177 -1176 Al-AH 432 -420 AA- Z 379 -378 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AQ 353 -392 M-AF 580 -586 A-AO 761 -767 P-AF 698 -831 AO-G 788 -807 AF-T 1118 -1152 G-Al 702 -719 T-AB 840 -1036 PNo.C58005 Al-M 987-1008 AB-Y 1263 -1232 ID M-P 932 -941 Y-Z 663 -705 '-s ii Maximum 1) Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AG-BE 93 -408 BT-AA 116 -491 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2 x 1.75 wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. WkNINti l-4bJkU ANL) I-ULWVV ALL NU i tZ5 UN i MRS V14JkVV1NU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, to'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inlaIled on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,'I L_F r\J E Notes page for additional information. Alpine a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa Te listing this drawing indicates acceptance of professional enaineehng responsibility solely-for the design shown. The suitability and use of is 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC' iccsafe org; AWC: awc org Glenview, IL 60025 SEQNi 22851 / GAEL Ply: 1 Job Number: R3444W_DV Cust: N 6852 JRef:1XZ068520006 T121 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.241458.12524 Page 2 of 2 Truss Label: F8 JCJ I GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TC 0.00 29.37 5287 179.98 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No C 58005 * 05/09/2024 * OF CAU" I VVMrcNINU N.tp,u/vNL L)LLL)VV /ALL iNL)1t0 UN iriio LIKAVVIN01 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) tor salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per SCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing ins"alled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ltruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paoe I listing this drawina indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building'flesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.copjc: iccsafe.org AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cost: R6852 JRef:1XZ068520006 1124 AVIARA WEST APARTMENTS DrwNo: 12924.145812806 Truss Label: ED JCJ / GWH 05/08/2024 5 1108 ' 4'01' 271121 i-01, '8 2104 174 2515 71012 94 l 1810 12 24713 _ 2971 7 1012 I35 318 424 2'5"5 C4X6 C3X4 III i 504 12 1//58 -:- I 12 0.5 84X8 f/14X6(SRS) 1113X4 H I IT 1W Al 19 AE r1r3x6 6Xl0 83X6AC H0308 3X4 4X4 IIl3X4 3X4m3X4 m6X10 m4X4 5X6 1112X3 A 30108 31012 6104 104 2412 485 6319 44 31012 1108 I 110'12 1594 20'5"9 2698 112 3812 '4 1348 30108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-16 Pg. NA Ct. NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.353 P 999 240 Loc R+ I R- / Rh I Rw /U I RL BOLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(CL): 0.785 P 471 180 AF 1430 I- 1- /829 I- 1141 BCDL 8.00 Risk Category: II Snow Duration. NA HORZ(LL). 0.072 A - - V 1440 I- I- /836 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.168 A - - Wind reactions based on MWFRS Mean Height 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AF Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.828 V Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.896 Bearings AF & W Ecperp = 625p51. Spacing: 240 C&C Dist a: 6.24 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.915 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. Any FTIRT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE, HS VIEW Ver 2301.02 0731.17 A - B 356 -2191 J - N 273 -1( Lumber Deflection B-C 348-2191 K-L 1067 - C-E 722-4807 L-M 0 Top chord 2x4 DF-L #2(g) Max JT VERT DEEL: LL: 0.31" DL: 0.44" See detail D - G 50 -526 M-0 0 -657 Bot chord 2x4 DE-L #2(g) DEFLCAMB1014 for camber recommendations. E - F 733 -4 N - P 208 -1623 B2 2x4 DF-L #1&Bet.(g); Provide for adequate drainage of roof. F - H 671 -4382 0- Q 53 -1000 Webs 2x4 DF-L Standard(g) W2,W6,W16, W22 2x4 DF-L #2(g); Brace interior top chords of all trusses G - I 728 198 P - R 138 1455 with purlins at 24" 0/c. G - J 271 -1442 Q - S 91 -1185 Lumber shall be dried to a maximum moisture content I - K 872 -225 R - T 172 -1632 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDSITPI reduction factors. AE-AD 3980 -438 AA- Z 2441 -202 All plates are 1.5X3 except as noted. AD-AC 3980 -438 Z - Y 2441 -202 AC-AB 4843 -553 Y-X 1902 -210 Loading AB-AA 4287 -484 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. A -AE 253 -1397 H -AA 537 -3346 A-AE 2558 -419 J - K 518 -86 Purlins In lieu of structural panels use purlins to brace all flat 16 - 144 -790 AE- 315 -2046 C-AG 1106 -130 L-AA AA-O 2812 -420 TO @ 24" oc. D-E 159-1148 M-N 153 -537 D-H 1248 -150 Y-S 677 0 Wind AG-E 80 -510 P-Q 88 -471 Wind loads based on MWFRS with additional C&C No. C 58005 AG-AC 898 -96 S-X 202 -1345 member design. 111 F-AB 120 -970 R-S 133 -618 End verticals not exposed to wind pressure. Or 05/09/2024 2251 -220 AB-H 810 -90 X-T Wind loading based on both gable and hip roof types. CMIL. H - I 103 -565 H L 366-2387 T-W 137 -1371 OF CALtt 2 - WAKNIN(5" KEAU ANI) t-OLLOVV ALL NO I Lb ON I htS Ut<AWINOl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing insialled on the CLR per BCSI sections 83, 87, or B10 as applicable. Apply plates to each face of 'truss and position as 44i shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawinq or cover pace listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.24 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W11 W14 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :lRow @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1 .60/ Plate Dur.Fac.1 .25) TC: From 76 p11 at 0.00 to 76 p11 at 13.38 TC: From 78p11at 13.38t0 78p11at 16.42 TC: From 76 p11 at 16.42 to 76 p11 at 17.83 TC: From 78 p11 at 17.83 to 78 plf at 26.79 BC: From 16 p11 at 0.00 to 16 p11 at 26.79 PLB: 5000 lb Conc. Load at( 8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPl reduction factors. All plates are 1.5X3 except as noted. Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520006 1123 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.16883 Truss Label: FE JCJ / GWH 05/08/2024 2 Complete Trusses Required 1108 157 269' 30100 294 174 3415 273 7912 0)4 1401 19512 2041 283 7912 58 211"9 2107 310's 16 06X6 1.5X4 9304 12 12 0.5 #3X1O L7 5X10 ____________ -6XI6 _____________ Al LU AE All 81 ADAJ AKAL AC AB M Z 7 86 0 W AN 11111 10 3X8 - - iw6112 8X16 4X6 =406 HO5O8 Th3 RIM - N4X6 =4X4 1113X8 8X16 3X4 31012 37 229 6615 3'10'12 15012 2021 268' per 2512 41' 17118 30106 3w Criteria (Pg,W in PSF) DefIiCSl Criteria A Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity NA Ce: NA VERT(LL): 0.697 D 531 240 Loc R+ / R- / Rh / Rw /U / RL NA Cs: NA VERT(CL): 0.859 D 431 180 AF 5100 /-2293 /2500 /2464 /2287 /1606 w Duration: NA HORZ(LL): 0.144 A - - AN 2388 /-218 I- /911 /764 I- HORZ(TL): 0.177 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 /AI' Erg veto = 'Lu vim req = 2.7 (Truss) CBC 2022 Max TC CSI: 0.888 AN Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.691 Bearing AN is rigid surface. Bearing AF Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.899 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver. 23.01.02.0731.17 Loading A-B 2249-4497 L-M B - C 2295 -4578 M-0 748 -1583 736 -1648 Truss checked for 250# movable concentrated load C - E 3798 -8637 N - P 412 -1307 along Bottom Chord, nonconcurrent with design E - F 3310 -7423 0 -0 648 -1725 gravity loads. F - H 3284 -7374 P - R 391 -1221 Purlins G-1 539-1312 0-S 681 -1859 I - K 387-1205 R-T 410 -1294 In lieu of structural panels use purlins to brace all flat - L 802 -1785 T - U 216 -676 TC@24"oc. K-N 420 -1327 Brace interior top chords of all trusses with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Deflection Chords Tens.Comp. Chords Tens. Comp. Max JT VERT DEFL: LL: 0.65" DL: 0.16". See detail AF-AE 1252 -1245 AA- Z 2957 -1034 DEFLCAMB1014 for camber recommendations. AE-AD 9106 -4983 Z - V 2957 -1034 Provide for adequate drainage of roof. AD-AC 9237 -5019 V - X 1457 -455 AC-AB 6711 -2851 X-W 697 -223 AB-AA 6646 -2823 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AF 1154 -2512 . A -AE 5183 -2593 AM-F 597 -1618 G - H 2426 -1044 AE-AH 3150-5313 H - J 1058 -2695 AG-AE 208 -439 H -M 2181 -4922 No. C 58005 AG-B 211 -438 J-M 3166 -1252 AH-Al 3053 -5147 AA-0 72 -428 '* Al-C 2703-4718 K-L 536 -194 05/09/2024 AJ-C 1840 -1876 V-S 1520 -583 CIVI C-AK 1198 -464 S-X 463 -1422 R - S 91 -391 AK-AL 1523 -690 CIP V: AL-AC 1587 -710 X-T 1395 -438 E-G 1168-2907 T-W 273 -846 AC-H 2831 -1594 W-U 1180 -378 SWING! inland Empire Truss JDING THE INSTALLERS 275 West Rider St ler to and follow the latest edition of BCSI (Building Perris CA 92571 hese functions. Installers shall provide temporary. (951)300-1758 ii sheathing and bottom chord shall have a properly )ntinuous lateral restraint (CLR), installed with to each face ofruss and as ply plates position for standard plate positions. Refer to job's General not be responsible for any deviation from this drawing, any failure to build the ALPINE ii i.J F orawing ior any For more inforn or - -- g installation and bracina of trusses. A seal on this drawina or cover paae eing responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave signer per ANSI/TPI 1 Sec.2. North Building, 4th Floor ; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN. 23874 I COMN Ply: 2 Job Number: R3444W_DV Cust R6852 JRef 1XZ068520006 T123 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.16883 Page 2 of 2 Truss Label: FE JCJ / GWH 05/08/2024 Wind AM-AC 602-1621 U-V 387 -1209 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2293# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 * WARNIN NbAU AND hOLLOW ALL NO! hS ON I HIS DFAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary )951)300-1759 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawinq, indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitabililS' and use of this HarlemAve drawing for any sfructure is the responsibility of the Building -Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC awc org Glenview, IL 60025 Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC; From 76 plf at 0.00 to 76 plf at 13.38 TC; From 78 plf at 13.38 to 78 plf at 16.42 TC; From 76 plf at 16.42 to 76 plf at 17.83 IC; From 78 plf at 17.83 to 78 plf at 26.79 BC; From 16 plf at 0.00 to 16 plf at 26.79 PLB; 5000 lb Conc. Load at( 8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Ply; 2 Job Number: R3444W_DV Cust; R 6852 JRef; 1XZ068520006 T122 AVIARA WEST APARTMENTS DrwNo; 129.24.145816602 Truss Label: FF JCJ I GWH 05/08/2024 . 2 Complete Trusses Required 1108 1601 2141 294 279 3812 7912 8'4 13'48 2635 30106 7912 58 24' 174 4114 473 IlI1,5X3 1.5X4 Rl 5X3 914X6 12 0.5 ~K m5 10 AX 1111.5X3 ~ElX16 AC W As 1113x10 8X16 3X6 HO5O8 3X8 hh'4l4x4122 8X12 4X6 4X6 54X6 113X8 1111,5X3 5X3 8X10 -4X6 30108 31012 788 37" 229 6615 9'S 31012 111012 l5512 20'21 269 d6'98 A8 2512 41 424 i7'11 30'108 Loading Criteria (pso Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed; 105 mph BCLL; 0.00 Enclosure; Closed BCDL; 8.00 Risk Category; II EXP;C Kzt;NA Des Ld; 46.00 Mean Height; 24.55 ft NCBCLL; 0.00 TCDL 108 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 C&C Dist a; 6.24 It Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4, Wi 1 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule;0. 131 "x3", mm. nails Top Chord; 1 Row @12.00" p.c. Bot Chord; 1 Row @12.00" o.c. Webs ; 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.694 D 533 240 Loc R+ / R- / Rh / Rw /U / RL Lu; NA Cs; NA VERT(CL); 0.856 D 432 180 AB 5100 /-2293 /2500 /2464 /2287 /1606 Snow Duration; NA HORZ(LL); 0.143 A - - AJ 2388 /-218 1- /911 /764 I- HORZ(TL); 0.176 A - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 AB Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max TC CSI; 0.885 AJ Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std; 2014 Max BC CSI; 0.691 Bearing AJ is rigid surface. Bearing AB Fcperp = 625psi. Rep Fac. Varies by Ld Case Max Web CSI. 0.932 Members not listed have forces less than 375# FT/RT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s); Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver; 23.01.02.0731.17 Loading A - B 2249 -4497 J - L 875 -2004 B-C 2295 -4578 K-N 352 -1150 Truss checked for 250# movable concentrated load C - E 3798 -8640 L - M 825 -1872 along Bottom Chord, nonconcurrent with design E - F 3319 -7457 M-0 693 -1799 gravity loads. F - H 3293 -7409 N - P 327 -1031 Purlins G-I 575 -1431 O-Q 736 -2008 I-J 1175-2981 P-R 359 -1126 In lieu of structural panels use purlins to brace all flat .i - K 333 -1075 TC @ 24" Pc. Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) with purlins at 24" 0/c. Chords Tens.Comp. Chords Tens. Comp. Deflection AB-AA 1252 -1245 X-W 6669 -2827 Max JT VERT DEFL; LL; 0.64" DL; 0.16". See detail AA- Z 9106 -4983 W - V 2927 -1029 DEFLCAMB1014 for camber recommendations. z - V 9237 -5019 V - U 2927 -1029 Provide for adequate drainage of roof. y - X 6735 -2854 U - T 1178 -372 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AB 1154 -2512 Al-V 600 -1605 A-AA 5183 -2593 Al-F 595 -1601 AA-AD 3151 -5312 G-H 2823 -1176 AC-AA 208 -439 H - I 1167 -3045 AC-B 211 -438 H-W 2128 -4773 3054-5146 I-W 2937 -1176 No. C 58005 AE-C 2703 -4718 W-M 100 -431 AF-C 1840 -1876 U-Q 1770 -661 05/09/2024 JJJ C-AG 1200 -463 N-O 101 -494 AG-AH 1525 -686 Q - T 286 -838 CIV F AH-Y E-G 1590 -707 1149-2844 T-R R-S 1350 -429 374 -1172 OF -P V-H 2800-1605 VVP.I(NINLi AU P,NL) i-ULWVV ALL Ni.) i b., UN i Nib Ul-(AWiNLd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (551)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing intalled on the CLR per BCSI sections B3, B7, or Bi0 as applicable Apply plates to each face oflruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE i INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss i conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawin , 155 Harlem Ave or cover pae listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilityand use of is drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI: tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.orq; AWC; awc.org Glenview, IL 60025 SEQN: 23877 / COMN Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T122 FROM: Qty: AVIARAWESTAPARTMENTS DrwNo 129241458.16602 Page 2 of 2 Truss Label: FF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2293# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OP CAL1 VVMRIINU F'(t,RLJ ANU IULLUVV ALL NU I Itb UN I r1lb UIJkVVIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have orqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable ADpIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 i..i I'I E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawino' indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 III e6X10 -- 4X810X10 - H0310 liii 5X4 6X10 I; C II 4X4 m04 I113X4 4X6 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 268-1398 W-G 1023 -125 A-V 2558 -449 G-1 507 -2898 Y - C 350 -2051 G - U 528 -2905 C -AA 1140 -167 I - U 2333 -368 })-E 184-1189 U-K 67 -474 D-G 1453 -205 S-N 1347 -115 M-E 72 -417 N-R 140 -794 AA-W 971 -136 R-P 1416 -130 W-F 155 -922 P-Q 157 -1419 No: C 58005 * 05/09/2024 OF CALA * Ply 1 Job Number: R3444W_DV Cust R6852 JRef' iXZO68520006 T120 AVIARA WEST APARTMENTS DrwNo: 12924.1458.15367 Truss Label: FG JCJ / GWH 05/08/2024 1108 1831 30158 2104 295 418 71012 f"4 15512 2021 2585 26'" 71012 38 454 111 564 1'0'11 Z—z4X6 D 12 31012 31012 24 6104 104 1108 I 11'd12 24 30108 338 485 15512 2021 6615 269"26 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.305 J 999 240 Loc Ri- / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.709 J 522 180 Z 1430 1- I- /828 /5 /136 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 A - - 0 1445 I- I- /836 I- I- EXP: C Kzt: NA Des Ld: 46.00 _______________________ HORZ(TL): 0.151 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code. Creep Factor: 2.0 Z Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.990 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.781 Bearing Q is a rigid surface Bearing Z Fcperp = 625p51 Spacing: 24.0" C&C Dist a: 6.24 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.948 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 382 -2191 I - J 275 -2207 Lumber Deflection B-C 374 -2192 J - K 128 -1314 Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.27 DL: 0.39. See detail C - E 813 -4852 J - L 170 -1110 T3 2x4 DF-L #1&Bet.(g); DEFLCAMB1014 for camber recommendations. D - H 82 - K - M 130 -1452 Bot chord 2x4 DF-L #2(g) Provide for adequate drainage of roof. E - F 824 -4945 L - 0 163 -1088 Webs 2x4 DF-L Standard(g) W2, F - G 819 -4910 M - N 149 -1524 W6 2x4 DF-L #2(g); H - I 62 -757 0-P 151 -1232 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using V - X 3984 -502 U - T 2474 -233 NDS/TPI reduction factors. X - W 3984 -502 T - S 2474 -233 All plates are 1.5X3 except as noted. W - V 4255 -570 S - R 1178 -115 V-U 4220 -564 VVMNNIN NCJ\U '4INU I-ULLUVV PsLL NU I 1=6 UN I Ui4AVViNt! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f7'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina ' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any 5tructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T590 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.15633 Truss Label: FH JCJ / GWH 05/08/2024 1108 2104 71012 p74 15512 2031 2785 30108 71012 38 454 495 754 323 -4X6 D 12 —4X8 W15 :AA I ?J T ' II± 3X6 V iii3X6 6X10 4X8 IOX1O H0310 3X6 III IIi3X4 liii 5X4 m6X10 e5X6 30108 31012 6104 10"4 338 485 677 41" 31012 1108 11d"12 512 202 269 108 15 1 8 30 3_8 3•'8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.300 D 999 240 Loc R+ / R- / Rh / Rw /U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.699 D 530 180 Y 1430 I- I- /830 /6 /136 Risk Category. II BCDL: 8.00 Snow Duration: NA HORZ(LL): 0.065 A - - P 1443 I- I- /835 I- I- EXP:C Kzt:NA HORZ(TL): 0.152 A - - Des Ld: 46.00 Wind reactions based on MWFRS Mean Height 24.55 ft NCBCLL. 10.00 Building Code: Creep Factor: 20 Y Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.720 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.784 Bearing P is a rigid surface. Bearing Y Fcperp = 625p5i Spacing: 24.0" C&C Dist a 6.24 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.844 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Deflection A-B 381 -2190 l-J 278 -Z B-C 373 -2191 J - K 277 -2t Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.28" DL: 0.40'. See detail C - E 811 -4853 K - L 182 -1306 T3 2x4 DF-L #1&Bet.(g); DEFLCAMB1014 for camber recommendations D - H 84 -694 K - M 130 -1481 Bot chord 2x4 DF-L #2(g) Provide for adequate drainage of roof. E - F 823 -4945 L - N 180 -1300 Webs 2x4 DF-L Standard(g) W2,W6, W15 2x4 DF-L #2(g); W20 2x4 DF-L #1&Bet.(g); F - G 817 -4911 N-0 179 -1419 H - I 54 -712 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 3983 -500 T - 5 2708 -270 NDSITPI reduction factors. W - V 3983 -500 5- R 2708 -270 All plates are 1.5X3 except as noted. V - U 4263 -569 R - 0 1345 -148 U-T 4227 -563 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design A - Y 268 -1398 G - I 485 -2779 gravity loads. A - X 2558 -449 G - T 542 -2989 X-C 349-2051 I-T 2627 -416 Purlins C-Z 1142 -167 T - J 122 -803 In lieu of structural panels use purlins to brace all flat -E 182 -1181 R-M 1384 -120 TO @ 24" oc. D-G 1464 -207 M-Q 216 -1182 Brace interior top chords of all trusses Z-E 71 -414 L-M 153 -385 with purlins at 24" 0/c. No. C 58005 Z-V 974 -136 Q-AA 1801 -208 - F 154 -916 AA- 0 1605 -168 Wind 05/09/2024 V - G 1012 -123 0 - P 160 -1417 Wind loads based on MWFRS with additional C&C )" member design. .,,/ I End verticals not exposed to wind pressure. CI Wind loading based on both gable and hip roof types. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall bracing BCSI. Unless otherwise, top have bottom of BCSI (Building Perris CA 92571 provide temporary 19511300-1758 have per noted chord shall roperlv attached structural sheathina and chord shall a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inialled the CLR BCSI B3, B7, B1O Aoply to face truss position as 14111611111,11 on per sections or as applicable plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page to job's General AL...PI rJ E Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usrrwcoeru in drawing truss conformance with ANSIITPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this listing this drawina indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitability drawing for any sFr'ucture is the responsibility of the Building"Oesigner per ANSI/TPI 1 Sec.2. or cover pace 155 Harlem Ave and use of this North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRet: 1XZ068520006 T591 AVIARA WEST APARTMENTS DrwNo: 129.24.1458 17180 Truss Label: FJ JCJ / GWH 05/08/2024 1108 261012 301 "8 2104 4711 12" 71012 '"4 15512 2021 2231 2985 71012 38 454 485 21" 299 m4X6 12 12 3X4 J T2 T3 X 46 40 W1 i II13X6 m6X10 4X8m10X10 m110310 m3X6 v04 III 3X4 111.5X4 6X10 m5X6 30108 31012 31012 6104 104 1108 11'dl2 336 485 15512 2021 677 14 2698 21012 31112 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL) 0.426 K 869 240 Loc R+ / R- / Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.945 K 391 180 Z 1430 I- I- /832 /8 /136 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 A - - P 1440 I- I- /833 I- I- EXP: C Kzt: NA Des Ld: 46.00 _____________________ :loRz(TL): 0.171 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Z Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.986 P Big Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.875 Bearing Q is a rigid surface. Bearing Z Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.24 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.889 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Vet: 23.01.02.0731.17 Lumber Deflection A-B 380-2190 H - I B-C 372 -2191 l - J 51 -701 277 -2285 Top chord 2x4 DF-L #2(g) T2, Max JT VERT DEFL: LL: 0.32" DL: 0.45". See detail C - E 805 -4849 J - K 291 -2805 T3 2x4 DF-L #1&Bet.(g); DEFLCAMB1014 for camber recommendations. D - H 85 -705 K - L 165 -1435 Bot chord 2x4 DF-L #2(9) Provide for adequate drainage of roof. E - F 818 -4942 K - M 134 -1492 Webs 2x4 DF-L Standard(g) W2,W6,W15, F-G 812-4907 L-N 191 -1630 W19 2x4 DF-L #2(9); Lumber shall be dried to a maximum moisture content of 19% prior to installation Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y - X 3983 -497 U - T 2801 -278 Connectors in green lumber (g) designed using X - W 3982 -497 1-5 2801 -278 NDS/TPI reduction factors. W - V 4251 -564 5 - R 1919 -225 All plates are 1.5X3 except as noted. V - U 4215 -558 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens Comp Webs Tens Comp live load. Truss checked for 250# movable concentrated load A - Z 267 -1397 G - I 473 -2716 along Bottom Chord, nonconcurrent with design A - V 2557 -447 G - U 541 -3003 gravity loads. . V - C 348 -2050 I - U 2733 -428 C-AA 1139 -165 U-J 140 -945 Purlins D-E 182-1189 S-M 897 -51 In lieu of structural panels use purlins to brace all flat 216 -1318 D-G 1484 -208 M-R TC @ 24" oc. -E 71 -417 L-M 138 -475 Brace interior top chords of all trusses AA W 970 -134 R-N 2187 -243 with purlins at 24" 0/c. F 153 -922 N -0 143 -1284 No. C 58005 W-G 1025 -124 Wind Wind loads based on MWFRS with additional C&C . 05/09/2024 member design. Cl it End verticals not exposed to wind pressure. - Wind loading based on both gable and hip roof types **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building 275 West Rider St Perris CA 92571 Component Safety Information by TPI an8SBCA) for satety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted oTherwise, top have bottom have (951)300-1758 chord shall oroperlv attached structural sheathina and chord shall a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intalIed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of\russ and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the ALPINE truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of 155 Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org, SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1 XZO68520006T1 AVIARA WEST APARTMENTS DrwNo: 129.24.1458 11477 Truss Label: G2 JCJ / GWH 05/08/2024 1108 1594 2104 2412 71012 p'"4 1348 2059 2698 71012 38 24' 485 6315 4X4 D T L A 31012 31012 2698 788 38 2412 461.5 111012 '2'4 1594 38 12" 6315 2698 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.213 D 999 240 Loc R+ / R- I Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.494 D 650 180 S 1239 I- I- /722 /25 /179 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.052 D - - L 1252 I- I- /738 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.120 D - - Wind reactions based on MWFRS Mean Height: 24.54 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 S Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 BCDL' 4 8 psf CBC 2022 Max TC CSI. 0.623 L Brg Wid = - Mm Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.489 Bearing S Fcperp = 625p51. Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.881 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwabl: Any FT/RT:8(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpi 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731 17 A - B 396 -1860 F - G 801 - 3 Lumber B-C 387-1861 H - I 22 - C-E 802 -3922 l-J 247 -1L.. Top chord 2x4 DF-L #2(g) D-H 55 -426 J - K 218 -1851 T2 2x4 DF-L #1&Bet.(g); E - F 808 -3974 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Ply (Ibs) Maximum Bot Chord Forces Per of 19% prior to installation. Chords Tens.Comp. Chords Tens Comp. Plating Notes R-Q 3286 -450 0-N 3489 -516 Q - P 3286 -450 N - M 1710 -148 Connectors in green lumber (g) designed using P-0 3520 -522 NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Tens. Comp. Webs Tens Comp. Webs A-S 282 -1206 P-G 732 -85 Loading A - R 2169 -465 G - I 478 -2208 Bottom chord checked for 10.00 psf non-concurrent R - C 341 -1632 G - N 595 -2717 live load. C-P 840 -141 I - N 2065 -427 Truss checked for 250# movable concentrated load D - E 132 -732 M - K 1701 -139 along Bottom Chord, nonconcurrent with design D-G 869 -141 K - L 149 -1206 gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. Deflection 05/09/2024 Max JT VERT DEFL: LL: 0.18" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. OP Provide for adequate drainage of roof. VVMI'I'4INU" t#L)iNU ULLUVV ALL NU UN I I'llb UVVViN0.,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have croperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. AopIy plates to each face of 1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'rN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN M COMPANY truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paqe listing this drawina indicates acceptance of professional engpeering responsibility solely-for the design shown. The suitability and use of 155 Harlem Ave drawing for any sfi'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 310 10 1212 11 788 3 1012 38 C4x4 D T L 38 2412 485 6615 1594 2059 2708 ri 28'88 A C 58005 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 244-1039 P-G 682 -68 A-R 1833 -389 G - I 465 -2177 R-C 370 -1787 C-N 571 -2633 C-P 881 -149 I - N 2042 -417 D-E 127 -719 M-K 1708 -131 D-G 851 -135 K-L 145 -1189 P - F 164 -807 Ply; 1 Job Number: R3444W_DV Cust; N 6852 JRef; 1XZ068520006 182 I AVIARA WEST APARTMENTS DrwNo; 129.24.1458.10836 Truss Label: G3 JCJ / GWH 05108/2024 1108 1594 2104 2412 71012 '"4 1348 2559 2708 71012 38 24" 485 6615 Loading Criteria (psf) Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed; 105 mph BCLL; 0.00 Enclosure; Closed BCDL; 8.00 Risk Category; II EXP; C Kzt; NA Des Ld; 46.00 Mean Height; 24.50 ft NCBCLL; 10.00 TCDL 108 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0" C&C Dist a; 6.50 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Sot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.218 D 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu; NA Cs; NA VERT(CL); 0.507 D 626 180 S 1278 I- /0 /743 /24 /182 Snow Duration; NA HORZ(LL); -0.053 D - - L 1237 I- I- /730 1- I- HORZ(TL); 0.123 D - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 S Brg Wid m 55 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI; 0.605 L Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std; 2014 Max BC CSI; 0.633 Bearing Lisa rigid surface. Rep Fac; Varies by Ld Case Max Web CSI; 0.830 Bearing S Fcperp = 625p5i. FT/RT;8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver; 23.01.02.0731.17 A-B 326-1553 F-G 764 -3811 B-C 318-1554 H - I 19 -427 C-E 764-3793 I-J 238 -1684 D-H 52 -418 J - K 214 -1878 E-F 770-3844 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 3115 -402 0-N 3404 -485 Q-P 3114 -402 N-M 1730 -142 P-0 3434 -491 * 05/09/2024 * I WAKNIN(. N.1AL) /\NU i-OLLOVV ALL NO I E6 ON 1 1-116 Ui<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 02571 Component Safety Information by TPI ana'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary 10511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with ldiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as 1411116111.-1 Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE lNotes page for additional information. 'Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the Itruss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL 8.00 Risk Category: II EXP: 0 Kzt: NA DesLd: 46.00 Mean Height: 24.50 ft NCBOLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BODL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0 C&O Dist a: 6.50 ft Loc. from endwall: Any GOpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); 601 chord 2x10 DF-L#2(g) Bi, 66 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2, W5 2x4 DF-L #2(g); W6 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 'x3', mm. nails Top Chord: 1 Row @12.00 o.c. Got Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1 .60/ Plate Dur.Fac.=1 .25) TO: From 76 plf at 000 to 76 plf at 13.38 TO: From 78 plf at 13.3810 78 plf at 2930 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** i org vvia = 3.3 win req = 1.5 (UPPOI1) L Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearing L is a rigid surface. Bearing T Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Oomp. Chords Tens. Cor 17 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Oomp. Chords Tens. Comp T-S 1252-1254 P-0 5659 -2438 S-R 8015 -4737 0-N 2190 -674 R-0 8137 -4783 N-M 2190 -674 0-P 5706-2457 Maximum Web Forces Per Ply (Ibs) Webs Tens.Oomp. Webs Tens. Comp A-B 1876 -3513 F-G 3560 -7 6-0 1923-3590 ( - I- I 329 -,C O-E 3580 -7465 l-J 872 -2481 D-H 321 -891 J - K 699 -2317 E-F 3613-7570 Ply: 2 Job Number: R3444WDV Cust. R6852 JRef. 1XZ068520006 T83 / AVIARA WEST APARTMENTS DrwNo 129.24 1458.17039 Truss Label: G4 JCJ / GWH 05/08/2024 2 Complete Trusses Required 11'Ot 1594 294 2412 7912 04 . 1348 . 2055 2912 24 485 55X 12 8X8 12 05 J T2 CBXB 1111.58X3 I j1 T 1113010 3Xl H0715 C B1 3X8' 0 P 0 N M 86 - 11484 12X12 8X10 8X10 3X10 =90508 8X10 1111.503 e5X16 I 2688 21012 788 151) 224 6615 21012 111012 134"9 17118 2708 38 2412 261 4 -40594 2005 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) F9: NA 01: NA OAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Oe: NA VERT(LL): 0.547 D 580 240 Loc R+ / R- / Rh I Rw /U I RL Lu: NA Os: NA VERT(OL): 0.682 D 465 180 T 4830 /-2274 /2500 /2167 /1935 /1443 Snow Duration: NA HORZ(LL): -0.126 D - - L 2685 1-211 I- /955 /717- HORZ(TL): 0.158 D - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 CBC 2022 Max TO CSI: 0690 TPI Std: 2014 Max BO CSI: 0.634 Rep Fac: Varies by Ld Case Max Web CSI: 0.906 FTIRT:8(0)I10(0) Plate Type(s): _____________________ WAVE, HS VIEW Ver: 23.01.02 0731 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" 00. Wind Wind loads based on MWFRS with additional O&O member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. A-T 959-1983 D-G 1950 -695 A-S 4061 -2168 Q-G 2741 -1706 S-V 3294 -5182 AA-Q 631 -1711 U-S 181 -453 AA-F 627 -1707 U - B 185 -452 G - l 1019 -2861 V-W 3198-5026 G-0 2186 -4466 W-O 2868-4619 1-0 2853 -1099 X-C 532 -512 0-J 170 -469 C-V 1076 -428 J-M 176 -418 Y-Z 1377 -776 M-K 2181 -675 Z-Q 1431 -797 K-L 369 -1309 D-E 525-1513 * 05/09/2024 CALA * No: C 58005 - WANNIN(5" HEAL) AND FOLLOW ALL NO I ES ON I HIS L)I<AWINU! inland Empire Tress **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BOSI (Building Ferris CA 92571 Component Safety Information by TPI andSBOA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BOSI. Unless noted oIherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint ot webs shall have continuous rateral restraint (OLR), installed with diagonal bracing ins"talled on the OLR per BOSI sections B3, B7, or B1O as applicable. Aoply plates to each face of 'truss and position as 1411161141 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L...PI NJ E Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave drawing for any s!ructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBOA: sbcacomponents.com; ICC: iccsafe.org; AWO: awc.org Glenview, IL 60025 SEQN: 21625 / COMN Ply: 2 Job Number: R3444W_DV Oust: R6852 JRef:1X7068520006 T83 / FROM. Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.17039 Page 2 of 2 Truss Label: G4 JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.49' DL: 0.12". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2274w MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 05/09/2024 CivIt-. 9F CALS2 WAKNIN(5 PtAU ANI) hOLLOW ALL NO I Lb ON I hIS L)I<AWINOl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of CSl (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lteraI restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT\N ButldinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the wro truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawino, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This HarlemAve drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2, North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora; SBCA: sbcacomoonents.com; ICC: iccsafe.oro: AWC: awc.ora Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL 5 1251 /- I- /729 /25 /182 L 1264 /- I- /745 Wind reactionsreactions based on MWFRS S Brg Wid = 4.0 Min Req = 1.5 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing L is a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 395-1880 F-G 805 -4i B-C 386-1881 H - I 23 -A.... C - E 805 -3987 I - J 250 -1724 D-H 56 -437 J - K 225 -1927 E-F 812-4040 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 3330 -447 0-N 3550 -516 0 - P 3329 -447 N - M 1778 -152 P-0 3581 -522 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 281 -1218 P-G 735 -85 A-R 2192 -464 G - I 481 -2252 R-C 343-1860 G - N 597 -2757 C-P 863 -144 I - N 2119 -433 D-E 134 -749 M-K 1756 -141 D-G 891 -144 K-L 151 -1215 P-F 170 -835 Ply I Job Number: P3444W_Dy Cust: R 6852 JRef. 1 XZ068520006 T84 / AVIARA WEST APARTMENTS DrwNo: 12924 1458.13086 Truss Label: G5 JCJ / GWH 05/08/2024 1105 1594 2104 2412 71012 1348 2059 2708 71012 38 24 485 6615 v4X4 D T 2708 31012 788 38 2412 465 31012 111012 24 5594 2059 38 124 4H2..4 Loading Criteria (pso Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.219 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.508 D 638 180 Risk Category: II BCDL. 8 00 Snow Duration: NA HORZ(LL): -0.051 D - EXP: C Kzt: NA -IORZ(TL): 0.118 D - Des Ld: 46.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL 48 psf CBC 2022 Max TC CSI: 0.637 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.495 Spacing: 24.0 " C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.891 Loc from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s). __________________________ Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 58005 Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.28. See detail 05/09/2024 DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. WAKNIN" <LAD AND FOLLOW ALL NO I LS ON I HIS DI<AWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing intalled on the CLR per BCSI sections B3, 87, or B1O, as applicable Aoply plates to each face oflruss and position as 11411 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General r..J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uscoepssr I truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifi and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the BuildingiDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef. 1XZ068520006 T368 AVIARA WEST APARTMENTS DrwNo: 129 24145809324 Truss Label: G6 JCJ / GWH 05/08/2024 I —ç 2 Complete Trusses Required 1108 2'94 T912 8'?'4 7512 5't 1594 2412 1348 2059 2708 24 485 6615 5606 T 8X1O 1111.5X3 2708 31012 788 151? 224 6615 I I 31052 111012 I 134t 17118 2708 28 2412 261 1594 I 2059 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL)' 0.577 D 561 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.720 D 450 180 T 4729 /-2227 /2500 /2122 /1894 /1443 Snow Duration: NA HORZ(LL): -0.134 D - - L 2786 1-258 I- /1000 /757 I- 1ORZ(TL): 0.167 D - - Wind reactions based on MWFRS Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2, W4 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.711 TPI Std: 2014 Max BC CSI: 0.644 Rep Fac: Varies by Ld Case Max Web CSI: 0.947 FT/RI: 8(0)110(0) Plate Type(s): WAVE HS VIEW Ver: 23.01.02.07: Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. I DIg VVIU - 5.5 191111 fll4 - LU \I L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing L is a rigid surface. Bearing T Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 31.17 A-B 2175-4148 F-G 3741 -7881 B-C 2222-4224 H-1 351 -959 C-E 3760-7847 I-J 917 -2595 D-H 342 -936 J - K 737 -2412 E-F 3796-7957 Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur,Fac,1.60 / Plate Dur,Fac.1.25) IC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 FL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.52" DL: 0.13'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 ~%Q~"C-ICALA ~ 6 * 7-5 1251 -1246 P-0 5932 -2566 S-R 8464-4949 0-N 2281 -711 R-Q 8580-4992 N-M 2281 -711 0-P 5980-2586 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 1122-2328 D-G 2051 -736 A - S 4780 -2507 0 - G 2908 -1785 S-V 3194-4971 AA-Q 664 -1781 U-S 181 -444 AA-F 655 -1776 U-13 184 -444 G-1 1069 -2986 V-W 3098-4819 G-0 2289 -4685 W-C 2781 -4434 1-0 2982 -1160 'X-C 574 -600 0-J 190 -480 C-Y 1116 -513 J - M 184 -437 Y-Z 1409 -846 M-K 2272 -712 Z-Q 1466 -870 K-L 389 -1359 D-E 556-1589 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted Otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or 810 as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE rJE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the ANMCOMPANY truss in conformance with ANSI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pae listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of is 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22438 / COMN Ply 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520006 1368 FROM Oty: AVIARA WEST APARTMENTS DrwNo: 12924.145809324 Page 2 of 2 Truss Label: G6 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2227# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 * 05/09/2024 * VVMKI'lINU FWP,L)PdNL) ULLUVV ALL iNtJi UN ii1i L)NJkVVIINt Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of Iruss nd position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ,4 L.J9 ri E Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the nnnwcoeraer truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawino indicates acceptance of professional enaineering responsibility solelyIor the design shown. The suitability and use of s 155 Harlem Ave drawing for any st'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec .2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef. 1XZ068520006 T87 / AVIARA WEST APARTMENTS DrwNo 129.24.1458.12102 Truss Label: G8 JCJ / GWH 05/08/2024 I > 2 Complete Trusses Required 1108 1994 294 2412 7912 1348 2059 2898 T912 24 485 6315 96X6 12 05 'F- 3:W:i5 eAi: C E 2LA-4X~ I F as L I M Il3X10 8X16 -3X8 - 508 111404 12X12 8X12 e9X10 lvi 5X3 8X10 3X10 111308 289"8 31012 788 151? 224 6315 31012 I 111012 1344 17118 2698 38 2412 261 1594 295'9 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: Il EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.566 D 568 240 Loc R+ I R- / Rh / Rw /U I RL T 4703 /-2225 /2500 /2113 /1887 /1443 Lu: NA Cs: NA VERT(CL): 0.706 D 455 180 Snow Duration: NA HORZ(LL): -0.136 D - - L 2788 /-284 1- /1007 /766 I- HORZ(TL): 0.170 D - - Creep Factor: 2.0 Wind reactions based on MWFRS T Brg Wid = 5.5 Min Req = 2.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.707 L Brg Wid = - Min Req = - TPI Std: 2014 Max BC CSI: 0.640 Bearing T Fcperp = 625p51. Rep Fac Varies by Ld Case Max Web CSI 0.930 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 23.01 .02.0731.17 A - B 2172 -4125 F - G 3734 -7807 WAVE, HS 9- C 2220 -4200 H -1 349 -944 Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, 86 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2, W4 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. I All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. C-E 3753 -7775 l-J 910 -2554 D-H 341 -921 J - K 717 -2333 E-F 3785-7883 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1251 -1246 P-0 5868 -2559 S-R 8412-4944 0-N 2209 -692 R - Q 8527 -4987 N - M 2209 -692 Q - P 5916-2580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 1120 -2315 D-G 2018 -730 A - S 4753 -2505 Q-G 2893 -1783 S-V 3191 -4938 AA-Q 662 -1757 U-S 181 -445 AA-F 652 -1753 U - B 184 -445 G-1 1055 -2940 V - W 3095 -4788 G-0 2286 -4651 W-C 2778-4402 1-0 2930 -1158 )(-C 574 -600 0-J 233 -478 C-Y 1118 -535 J-M M - K 193 -469 Y-Z 1412 -868 2212 -696 Z-Q 1468 -893 K-L 393 -1362 D-E 549-1564 No .'C 58005 * 05/09/2024 * VYfllt.P1IP1U Mr-AL)/MNL) rULLUVV ALL NU I LO UN I t1i7 urvWviNt! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint otwebs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineehng responsibility s01e1y70r the design shown. The suitabilif' and use of 6-S 155 Harlem Ave drawing for any sFructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21629 / COMN Ply 2 Job Number: R3444W_DV Cust R6652 JRef:1XZ068520006 T87 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129.24.1458.12102 Page 2 of 2 Truss Label: G8 JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL 0.51 DL: 0.13. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2225# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 05/09/2024 c,vL_ OF CAtJ2 WP.FNIN( AU AND i-ULLUVV ALL NU I E. UN I Nib UE(AVVIN(j' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary l951l300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceihng. Locations shown for.permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITVV Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This ar en, ye drawing for any sfiucture is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV . Cust: R6852 JRef: 1 XZ068520006 T88 / AVIARA WEST APARTMENTS DrwNo: 129.24.1458.15931 Truss Label: G9 JCJ I GWH 05/08/2024 11'O"B 2'4 15'94 2'10"4 12 71012 f7'4 13'46 2058 2698 710"12 38 24" 485 6315 53X4 12 12 ft 3X4 TLD 3X4 II AV B W6 AU AT k5X6 AG AN AL AJ AH AF 3X10 613X4 3XlO8X8 4X8 5X6 M 1 OX 12 N3X6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-if TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft INCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 31012 788 38 2412 485 6315 31012 111012 j594 I 2059 2658 12 9-4 134 6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravi Pf: NA Ce: NA VERT(LL): 0.005 B 999 240 Loc R+ IF Lu: NA Cs: NA VERT(CL): 0.010 X 999 180 AV' 125 Snow Duration: Duration: NA HORZ(LL): 0.050 AB - - AJ* 142 I- Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Reactions (Ibs), or *pLF ity Non-Gravity - /Rh tRw /U /RL I- /79 /4 /309 I- 197 I- I- HORZ(TL): 0.057 AB - - AV /-1295 Building Code: Creep Factor: 2.0 /iOO CBC 2022 Max TC CSI: 0.166 AT /820 TPI Std: 2014 Max BC CSI: 0.440 AQ /-768 Rep Fac: Varies by Ld Case Max Web CSI: 0.612 AN /-241 AL /-209 FT/RT:8(0)/10(0) AJ /-392 Plate Type(s): AB /-128 WAVE VIEW Ver: 23.01.02.0731.17 Wind reactions based on MWFRS Additional Notes AV Brg Wid 187 Mm Req = - See DWGSA1153OENC16O11B, GBLLETIN0118, & AJ Brg Wid = 134 Mm Req = - GABRST160118 for gable wind bracing and other Bearings AV & AJ are a rigid surface. requirements Members not listed have forces less than 375# Maximum lOP (.;flora Forces Per Ply (105) Chords Tens.Comp. Chords Tens. Comp. A-D 785 -778 J - L 1044 -1036 D-G 780 -780 L-M 1043 -1034 G-J 1042-1032 M-0 1044 -1036 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AV-AU 3154 -3139 AL-AJ 1459 -1442 AU-AT 2972 -2943 AJ-AH 1731 -1719 AT-AQ 2381 -2369 AH-AF 1298 -1285 AQ-AN 1662 -1649 AF-AB 1137 -1135 AN-AL 1719 -1703 Maximum Web Forces Per Ply (Ibs) ESSI Webs Tens.Comp. Webs Tens. Comp. A -AV 406 -461 AT- G 1072 -1086 A -AZ 901 -938 AI G 778 -901 AV-AZ 1897 -1913 G-AN 773 -798 AZ-AT 827 -867 0 -AJ 993 -1026 No. C 58005 1* Maximum Gable Forces Per Ply (Ibs) 05/09/2024 Gables Tens.Comp. AU-AZ 1732 -1877 WARNING" HEAD AND -OLLOW ALL NO I 12.5 ON I HIS UNAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) fiS'r salety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilino Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face oflruss and position as i shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilifl and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC:awc.org Glenview, IL 60025 SEQN: 21632 / GABL Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T88 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.241458.15931 Page 2 of 2 Truss Label: G9 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4822 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4822 180.00 TC 0.00 26.79 4822 179.97 BC 0.00 26.79 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No .'C 58005 * 05/09/2024 CIV OF WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of ITW BuildinftComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracinq of trusses. A seal on this drawing or cover pace listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Buildingmesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC. awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 190 / AVIARA WEST APARTMENTS DrwNo. 12924.1458.13962 Truss Label: G10 JCJ / GWH 05108/2024 1108 1594 2104 2412 71012 4 1348 2059 2708 71012 38 24 485 0615 4X4 0 6615 2708 T 1 2688 A 31012 12 788 38 2412 485 310 111012 1/24 1594 2059 38 1 34 2" 44 18 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.217 D 999 240 Loc Rf I R I Rh I Rw /U / RL S 1275 I- /0 /741 /24 /182 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.505 D 630 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL). -0.052 D - - L 1240 I- I- /731 I- I- Des Ld 46.00 EXP: C Kzt: NA HORZ(TL): 0.121 D - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.50 ft Creep Factor: 2.0 S Erg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.609 L Brg Wid = 3.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist 010 h/2 TPI Std: 2014 Max BC CSI: 0.574 Bearing Lisa rigid surface. Bearing S Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.833 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - P zAd - icon F - ( 7AR - Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. B-C 325-1591 H - I 19 -429 C-E 769-3815 I-J 239 -1670 D-H 53 -420 J - K 215 -1883 E-F 775-3866 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 3139 -407 0-N 3420 -489 Q-P 3139 -407 N-M 1736 -143 P-0 3451 -495 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-S 248-1059 P-G 688 -70 A-R 1874 -398 G-1 467 -2185 R - C 367 -1773 G - N 574 -2647 C-P 879 -149 I - N 2051 -418 D-E 128 -7 M-K 1714 -132 D-G 856 -136 K-L 146 -1192 P-F 164 -810 No: C 58005 * 05/09/2024 OP CAL1" * **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINO! I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Ferris CA 92571 installing bracing. Refer to follow the latest BCSI Trusses require extreme care in fabricating handlino shipping, and and edition of (Building Component Safety Information by TPI ano'SBCA) f'r saty practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral restraint ot webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inlaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of Iruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General INotes page for additional information. ALPINE lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the uurrwcsururm installation bracinE trusses. A this Jrawing truss in conformance with ANSI/TPI 1 or for handling shipping, and of seal on or cover paae Ilisting this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor drawing for any srr'ucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.ora: SBCA: sbcacomponents.com: ICC: iccsafe.ora; AWC: awc.ora Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520006 191 / AVIARA WEST APARTMENTS DrwNo: 129.24.1458.11028 Truss Label: Gil JCJ / GWH 05/08/2024 I > 2 Complete Trusses Required 1108 1594 294 2412 34 . 1348 2059 24" 4'8'•5 u6X6 D 5X3 12 Z8x8 J T2 6X8 I1I1.5X3 17I1 T II13X10 8X16 3Xi H0715 C [] 916 3X8' 0 P 0 N M 96 5X16 iii4X4 12X12 8X12 8X10 4X8 H0508 8X10 111,5X3 503 4X6 T 'A- 2708 31012 788 151? 224 6605 31012 111012 13'4"t 17118 2708 I 38 2412 261 15'9"4 2059 Loading Criteria IpsO Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA : 4 Des Ld6,00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi' 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.577 D 561 240 Loc Ri- / R- I Rh / Rw /U / RL Lu: NA Cs' NA VERT(CL)' 0.720 D 450 180 T 4729 /-2227 /2500 /2122 /1894 /1443 Snow Duration: NA HORZ(LL): -0.134 D - - AB 2786 /-258 I- /1000 /757 I- HORZ(TL): 0.167 D - - Wind reactions based on MWFRS Building Code: Creep Factor' 2.0 T Brg Wid = 55 Min Req = 2.5 (Truss) CBC 2022 Max TC CSI: 0.711 AB Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.644 Bearing AB is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.947 Bearing T Fcperp = 625p5i FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr WAVE, HS VIEW Ver 23 01.02.0731.17 AR 917 4148 rr 3741 7i Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2, W4 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24' OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types C 58005 * 05/09/2024 IVI B-C 2222-4224 H - I 351 -t C-E 3760 -7847 l-J 917 -2595 D-H 342 -936 J - K 737 -2412 E-F 3796-7957 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1251 -1246 P-0 5932 -2566 S - R 8464-4949 0-N 2281 -711 R -Q 8580 -4992 N - M 2281 -711 0-P 5980-2586 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 1122 -2328 D-G 2051 -736 A - S 4780 -2507 0 - G 2908 -1785 S-V 3194-4971 AA-Q 664 -1781 U - S 181 -444 AA- F 655 -1776 U - B 184 -444 G - l 1069 -2986 V-W 3098-4819 G-0 2289 -4685 W-C 2781-4434 1-0 2982 -1160 X-C 574 -600 0-J 190 -480 C-Y 1116 -513 J-M 184 -437 Y-Z 1409 -846 M-K 2272 -712 Z-Q 1466 -870 K-L 389 -1359 D-E 556-1589 "WARNING" HEAL) AND FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of'webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of 1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i...pi E Notes page for additional information. Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawinq or cover pace listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of is 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites' Alpine: alpineitw,com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC: awc.org Glenview, IL 60025 SEON: 21638 I COMN Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T91 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo. 129.24.1458.11028 Page 2of2 Truss Label: Gil JCJ / GWH 05108/2024 Deflection Max JT VERT DEFL: LL: 0.52 DL: 0.13. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2227# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 05/09/2024 c,vt_ PP CAL? I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usnwr.oerasv I truss in conformance with ANSI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover paae i listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any 5t1'ucture is the responsibility of the BuiIding'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: N 6852 JRef: 1XZ068520006 192 1 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.09117 Truss Label: G12 JCJ / GWH 05/08/2024 1108 1884 2104 2412 71012 874 l048 20'59 71012 I3L6 24 485 270 8 6615 A9X4 12 11 0.5 T2 I -3X8 D JLI TI 304 :O AS AP AM AK Al AG AK AK 111386 e4X10 e3X8 8X8 5X8 11112012 () 03X6 A V08 AS AC 1111,5X4 A 01012 788 08 2412 8 45 31012 111012 2'4 1894 I 2015"9 38 12' -4 1 6815 2708 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.010 X 999 240 Loc R+ / R- / Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.030 X 999 180 AV' 131 I- I- /62 /5 /271 BCDL: 8.00 Risk Category: II Snow Duration' NA HORZ(LL): -0.016 AV - - AG"132 I- I- /76 I- I- EXP:C Kzt.NA ________________ Des Ld. 46.00 NORZ(TL). 0.018 AV - - AP /-265 Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 TCDL: 10.8 psf AM 1-109 Soffit: 2.00 BCDL: 4.8 psf CBC 2022 MaxTC CSI: 0.152 AK 1-344 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.221 Al 1-211 AF /-102 Spacing: 24.0" C&C Dist a' 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.403 AC /-123 Loc. from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS GCpi: 0.18 Plate Type(s): AV Brg Wid = 215 Min Req = - Wind Duration 1.60 WAVE VIEW Ver: 23.01.02.0731.17 AG Brg Wid = 109 Min Req = - Lumber Bearings AV & AG are a rigid surface. Top chord 2x4 DF-L #2(9) Members not listed have forces less than 375# T2 2x4 DF-L #1 &Bet.(g); Maximum Top Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #1&Bet.(g) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard(g) G-J 571 -560 L-M 568 -558 Lumber shall be dried to a maximum moisture content J - L 568 -558 M-0 569 -560 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDSITPI reduction factors. AV-AS 727 -726 AK-Al 2193 -2178 All plates are 1.5X3 except as noted. AS-AP 737 -728 Al-AE 1899 -1879 (++) - This plate works for both joints covered AP-AM 1459 -1449 AE-AD 1181 -1181 AM-AK 1810 -1795 AD-AB 417 -417 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design Webs Tens.Comp. Webs Tens. Comp. End verticals not exposed to wind pressure, AS- G 546 -567 0 -AK 353 -430 Wind loading based on both gable and hip roof types AP- G 274 -395 0 -Al 790 -824 Gable Studs ESSI Gable studs (dashed members) may be installed at 16" 09_0 w Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed BZ-AD 120 -508 through chord into web & web into chord on one face rn for a total of (6) staples per connection, No. C 58005 Additional Notes * 05/09/2024 * See DWGSA1153OENCI6O118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other d Civit.. requirements. OF cAu **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted o"therwise, top chord shall have properly attached structural sheathing and bottom chord shall of BCSI (Building Perris CA 92571 temporary (951(300-1758 have a properly attached rigid ceiling.Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled the CLR BCSI B3, 67, 610 Apply to face 'truss on per sections or as applicable plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for Refer standard plate positions. position as .1tu1, to jobs General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSIITPI 1 for handling, installation bracing trusses. A this drawing, conformance with or shipping, and of seal on or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enatneering responsibility solely"for the design shown. The suitabilitS' and use of this North Building, 4th Floor drawing for any sEr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 21640 / GABL Ply: I Job Number: R3444W_DV Gust. R6852 JRef: 1 XZ068520006 T92 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.09117 Page 2 of 2 Truss Label: G12 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 179.99 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord, checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: c 58005 * 05/09/2024 * "vv,wcpiirii,-- rctu ,i'u iULLOVV /ALL IIJU ItO WIN I r-iio urvvirrJui Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI ano'SBCA) ro'r saty practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing ins"alled on the CLR per BCSI sections B3, B7, or 810, as applicable Aoply plates to each face oftruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. IAlpine, a division of IflN Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawino indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIi' and use of ni 155 Harlem Ave drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: G13 Cust. R 6852 JRef: 1XZ068520006 T562 DrwNo: 129241458.10994 JCJ I GWH 05/05/2024 11'06 2104 71012 348 1594 2412 2059 272"8 71012 38 24' 485 6615 (TYP) 504 12 .i4, 05 V T2 iHt :fli 11eP A4 T AQ 5X6 AG AL 5X10(-) Al AH JX8Xl0 AG AD 6X10 4X4 AC III3X6 27'ri8 31012 788 3"8 2'412 4'ri5 6615 3'l012 11'10T2 24 15'94 20'59 2708 38 12" 44 1348 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 1800 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga 1/2 x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg: NA Ct: NA CAT NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.009 W 999 240 Loc R+ / R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.022 W 999 180 AQ-144 I- I- /90 /6 /13 Snow Duration: NA HORZ(LL): -0.026 I - - AG*1 15 I- I- /184 /89 I- HORZ(TL): 0.030 I - - AQ /-332 Building Code: Creep Factor: 2.0 Al 1-391 CBC 2022 Max TC CS l: 0.166 AG 1-208 TPI Std: 2014 Max BC CSI: 0.204 AD /-594 Rep Fac. Varies by Ld Case Max Web CSI: 0.635 AA 1-675 Wind reactions based on MWFRS FT/RT:8(0)I10(0) AQ Brg Wid = 187 Min Req = - Plate Type(s): AG Brg Wid = 137 Min Req = - WAVE VIEW Ver: 23.01.02.0731.17 Bearings AQ & AG are a rigid surface. Additional Notes Members not listed have forces less than 375# Uplift connections required. See uplifts in R- and U Maximum Top Chord Forces Per Ply (Ibs) columns of Maximum Reactions table. Chords Tens.Comp. Chords Tens. Comp. See DWGSA11530ENC160118,GBLLE71N0118,& A-D 633 -621 R-V 1093 -1109 GABRST1 60118 for gable wind bracing and other D - G 824 -820 V - Z 1336 -1381 requirements. p - R 647 -636 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AQ-AO 727 -726 AG-AD 711 -687 AO-AL 548 -539 AD-AC 1177 -1175 AL-Al 902 -893 AC-AA 473 -472 AH-AG 617 -588 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AQ 341 -380 0-AG 486 -549 A -AO 737 -745 R -AG 664 -759 AO-G 726 -743 AG-V 1203 -1240 G-AI 598 -621 V-AD 952 -1115 1-0 381 -446 AD-Z 1328 -1311 AI-0 657 -739 Z-AA 681 -766 NoC 58005 * 05/09/2024 OP * 0-R 793 -824 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. BP-AC 117 -494 WARNIN HEAL) ANL) FOLLOW ALL NO I ES ON I HIS 1JIAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 67, or 610 as applicable. Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , L...Pi rJ E Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc shall not be responsible for any deviation from this drawing, any failure to build the AN mNC0WANY truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina ' indicates acceptance of professional enaineqring responsibility 501e1y70r the design shown. The suitabili and use of s 155 Harlem Ave drawing for any sfructure is the responsibility of the Building ijesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine alpineitw corn; TPI: tpinst.org, SBCA sbcacornponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23681 / GAEL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T562 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.10994 Page 2 of 2 Truss Label: G13 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 179.99 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 05/09/2024 * 9F CAU9 rtMJ P,iNL) r ULLUVV ILL iL) I LZ> UN I NI L)rcP,VViiNl.' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) t7'r satety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oar BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiliria. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any sructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef1XZ068520006 T155 AVIARA WEST APARTMENTS DrwNo: 129.24145816133 Truss Label: GA JCJ / GWH 05/08/2024 1106 1594 3010" 2104 214 11111 71012 12 fi2"4 138 2059 25119 281013 710 I3i9 279 485 56" 2114 12 0,5 54X4 D E :08 III 21X3 1 W14 mHO508 A8X8 12 /I/5X8 wi 122 iII III 1.5X3V m5X6 6X10 III 1.5X3 04 10X10 6X10 H0308 m04 m4X8 m4X6 30108 A 31012 1'9"4 4'8"5 1111 31012 111012 138" 2059 25913 26141 8 214 41" AN 15941 30108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT' NA PP Deflection in bc L/defi L/# Gravity Non-Gravity TCDL: 18.00 Speed' 105 mph p . NA Ce: NA VERT(LL): 0.314 D 999 240 Loc R4 / R / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu NA Cs NA VERT(CL): 0.729 D 508 180 Y 1430 I- /- /834 /13 /183 BCDL 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 A - - 0 1440 /- /- /845 EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.154 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor. 2.0 Y Brg Wid = 40 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.825 0 Brg Wid = 55 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.692 Bearing 0 is a rigid surface. Bearing Y Fcperp = 625psi Spacing' 24.0 C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.869 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver. 23.01.02.0731.17 Lumber Deflection A-B 384-2186 H - I B-C 376 -2187 l-J 19 - 285 -2. Top chord 2x4 DF-L #l&Bet (g) Max JT VERT DEFL: LL: 0.29" DL: 0.41". See detail C - E 843 -4964 J - K 257 -2273 Ti 2x4 DF-L #2(g); DEFLCAMB1014 for camber recommendations. o - H 48 -464 K - L 316 -2926 Bot chord 2x4 DF-L #1 &Bet.(g) Provide for adequate drainage of roof. E - F 849 -5022 L - M 337 -3184 Webs 2x4 DF-L Standard(g) W2,W14,W19, F - G 832 -4771 M - N 101 -974 W22 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes X - W 3996 -447 T - S 2698 -222 Connectors in green lumber (g) designed using W - V 3996 -447 S - R 2698 -222 NDS/TPI reduction factors. V - U 5034 -625 R -0 3174 -313 All plates are 3X4 except as noted. U - T 4701 -590 0- P 1030 -94 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Cornp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A - Y 270 -1397 G - T 642 -3549 along Bottom Chord, nonconcurrent with design A - X 2552 -452 I - T 2939 -479 gravity loads. ESSI X-C 360-2071 T-K 136 -790 C-V 1207 -183 K-R 423 0 Purlins D - E 126 -829 R - L 98 -608 In lieu of structural panels use purlins to brace all fiat . 182 -1240 D-G 985 -131 L-Q TC @ 24" oc. V - F 120 -537 0 - M 2502 -256 F-U 53 -613 M-P 117 -1026 Wind No. C 58005 U-G 509 -31 P-N 1413 -125 Wind loads based on MWFRS with additional C&C 139 -1446 G - I 543-3098 N-O member design \\ 05/09/2024 *\ 111 End verticals not exposed to wind pressure. ' CIV Wind loading based on both gable and hip roof types. Op **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing Ter BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in5.Ialled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oftruss and position as 1.41161111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of lTVV Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: 61Jpne: alpineitw.com; TPI: tpinst.org; SBCA sbcacomponents.com; ICC: iccsafe org; AWC: awc org Glenview, IL 60025 4X8 A 11II Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef' 1 XZ068520006 T156 AVIARA WEST APARTMENTS DrwNo: 129.24.1458 12607 Truss Label: GB JCJ / GWH 05/08/2024 1108 1594 261013 2164 214 2114 71012 4 138" 2659 23119 30108 71012 L3I9 278 485 36" 31111 m4X4 D 12 12 05 W14 %5X10 B T, 1E L F Ir2 M1 ~6M, I m6X10 4X4 eIOX1O 6X10 H0308 4X4 e6X1O 1113X4 3X43X4 II11,5X4 30108 31012 Ii 768 1'9"4 485 637 31012 111012 1391 2059 269" 9"4 15941 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph N. NA Ce: NA VERT(LL): 0.313 D 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.729 D 508 180 AA 1430 I- I- /834 /7 /179 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 A - - 0 1443 I- I- /844 I- I- Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.154 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 AA Brg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.826 0 Br Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 4 8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.690 Bearing Q is a rigid surface. Bearing AA Fcperp = 625p51. Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.867 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 A - B 373 -2186 l-J 265 -2257 Lumber Deflection B - C 365 -2187 J - K 236 -2274 Top chord 2x4 DF-L #1&Bet.(g) Max JT VERT DEFL: LL: 0.29" DL: 0.41'. See detail C - E 686 -4955 K - L 278 -2900 Ti 2x4 DF-L #2(g); DEFLCAMB1014 for camber recommendations. D - H 44 -s L - N 301 -2659 Bot chord 2x4 DF-L #1&Bet.(g) Provide for adequate drainage of roof. E - F 812 -5024 M-0 0 -428 Webs 2x4 DF-L Standard(g) W2,W14, F - G 795 -4774 0- P 133 -1648 W23 2x4 DF-L #2(g); H - I 14 -484 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using . Z - Y 3998 -429 V - U 2719 -190 NDS/TPI reduction factors. V - X 3997 -429 U - T 2719 -190 All plates are 1.5X3 except as noted. X - W 5036 -593 T - S 3316 -295 W - V 4704 -560 S - R 3238 -265 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design A AA 263 -1397 G - V 618 -3557 gravity loads. A-Z 2553 -439 I-V 2953 -449 ESSI Z-C 344-2072 V-K 111 -817 Purlins C-X 1207 -170 K-T 411 0 In lieu of structural panels use purlins to brace all flat __ 121 -867 D - E 118 -830 T - N TC @ 24" oc. D-G 987 -121 N-O 261 -1728 X - F 113 -538 N - R 348 -3105 Wind No. C 58005 F-W 52 -612 O-R 1799 -242 Wind loads based on MWFRS with additional C&C 1786 -105 W-G 512 -29 R-P member design. 111 G -1 517 -3089 P -0 115 -1409 05/09/2024 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. op \ It: WAKrIINL 1(b/kU /NU I-ULLUVV ALL NO I tZ5 ON I t-ti L)54VVINL. Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an8SBCA) f5'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceilmna. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracinB of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enamnri eeng responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 1157 AVIAR,A WEST APARTMENTS DrwNo: 129241458.11852 Truss Label: CC JCJ / GWH 05/08/2024 1108 1594 241013 2104 214 2114 71012 f'4 135" 2059 21119 30108 I 71012 38 278 485 16 51111 4X4 D 12 ~08 12 U 1111, 5X3 4X 10 0- 04 IM5X3 W14 K 1111.5X4 R4X6 F T >~6X8 q 5X6 —_6X10 1111.5X3 4X4 m10X10 6X10 H0308 4X4 4X6 31012 31012 38 758 1941 111012 138' 30108 485 6315 41" 205 4H2 9 2898 30108 214 1594' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.318 D 999 240 Loc R+ / R- / Rh / Rw 1U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.727 D 509 180 AA 1430 I- I- /833 /8 /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA NORZ(LL): 0.067 A - - R 1445 I- I- /846 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.156 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code. Creep Factor: 2.0 PA Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.828 R Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.691 Bearing R is a rigid surface. Bearing AA Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.859 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 018 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration' 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Deflection A-B 375 -2187 J - K 241 -2 B-C 367 -2188 K-L 277 -2... Top chord 2x4 DF-L #1&Bet.(g) Max JT VERT DEFL LL: 0.29' DL: 0.42". See detail C - E 813 -46 L - M 181 -1521 Ti 2x4 DF-L #2(g); DEFLCAMB1014 for camber recommendations. D - H 45 -470 L - N 111 -1459 Bot chord 2x4 DF-L #1&Bet.(g) Provide for adequate drainage of roof. E - F 819 -5025 M - P 188 -1629 Webs 2x4 DF-L Standard(g) W2,W14, F - G 802 -4773 N -0 91 -1314 W21 2x4 DF-L#2(g), W192x4 DF-L#1&Bet.(g); H - I 14 -478 P - Q 173 -1868 Lumber shall be dried to a maximum moisture content I - J 270 -2264 of 19% prior to installation, Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. Z - Y 3999 -427 V - U 2765 -197 All plates are 3X4 except as noted. Y - X 3999 -428 U - T 2765 -197 X-W 5037 -594 T-S 1943 -156 Loading W-V 4702 -560 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. A -PA 264 -1397 C - I 518 -3081 ESSI A-Z 2553 -441 C-V 624 -3569 Purlins In lieu of structural panels use purlins to brace all flat 125 -889 Z-C 347 -2072 I-V C-X 1208 -173 V-K 3010 -462 TC @ 24" oc. D-E 120 -833 T-O 925 -38 Brace interior top chords of all trusses 446 -54 D - C 995 -124 M - N with purlins at 24" o/c. X-F 114 -538 0-5 111 -627 No. C 58005 F-W 53 -614 5-0 1841 -133 Wind JJ) W - G 514 -29 Q - R 130 -1407 Wind loads based on MWFRS with additional C&C t 05/09/2024 member design. CIVIll- \%I End verticals not exposed to wind pressure. c d4" Wind loading based on both gable and hip roof types WAKNINti" '<bAD AND frOLLOW ALL NO I b ON hI DI'(AVVINOt inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) handling salety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have croperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B1O as applicable ApIy plates to each face oflruss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..4 I__PI ri E Notes page for additional information Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the anrrwcsepeer truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawinq or cover pae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability , and use of is drawing for any stIucture is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: aIpineitw.com T(inst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24,50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24,0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g)W2,W4,Wii,W14, W19 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3', mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs . 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 76 p11 at 0.00 to 76 p11 at 13,38 TC: From 78 p11 at 13.38 to 78 p11 at 29.30 BC: From 16 p11 at 0.0010 16 p11 at 27.04 BC: From 4 p11 at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Ply; 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 1159 AVIARA WEST APARTMENTS DrwNo: 129.241458.14227 Truss Label: GD JCJ / GWH 05/08/2024 I 2 Complete Trusses Required 11'08 1594 23'05 294 2412 2114 7912 Al' 1348 20 4311 7012 8 24' 13 W 00 6315 2698 C4 X4 1.5X4 III1.15) 12 05 8X16 5Xl0 111X3 c11 ZN6!:8! 113X10 - 5Xl6 6X6 D 12 ill 5X3 "3 4 6X8 W V U T S 4X612Xl2 5X12 8X10 4X8 5X6 tI5X6 Ii. 5X3 '4X4 0 V4X6 PQ I I 4X6 131111111111 31012 788 7512 224 31072 11'10"i2 1348 1711" 2412 261 424 1594 2059 Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity P1: NA Ce. NA VERT(LL): 0.759 D 488 240 Loc R+ /R- IRh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.946 D 391 180 Z 5091 /-2243 /2500 /2247 /1988 /1443 Snow Duration: NA HORZ(LL): 0.155 A - - AH 2609 /-57 I- /881 /659 I- '-IORZ(TL): 0.193 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Min Reg = 2.7 (Truss) CBC 2022 Max TC CSI: 0.849 AH Brg Wid = 5.5 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.694 Bearing AH is a rigid surface. Bearing Z Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.920 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading A-B 2189-4474 l-J 1064 -3155 B-C 2237 -4558 J - K 978 -3242 Truss checked for 250# movable concentrated load C - E 3862 -8920 K - L 321 -1350 along Bottom Chord, nonconcurrent with design D - H 306 -925 K- M 679 -2014 gravity loads. E-F 3890 -9033 L-0 333 -1421 Purlins F-G 2791-7246 M-N 645 -1899 H - I 321 -974 0-P 433 -1734 In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Maximum Bot Chord Forces Per Ply (Ibs) Brace interior top chords of all trusses Chords Tens.Comp. Chords Tens Comp with purlins at 24' 0/c. Z-Y 1252-1245 V-U 7054 -2710 Deflection Y - X 9178 -4980 U - T 3194 -952 Max JT VERT DEFL: LL: 0.71" DL: 0.18". See detail X -W 9314 -5022 T - S 3194 -952 DEFLCAMBI014 for camber recommendations. W - V 8860 -3709 S - R 1898 -487 Provide for adequate drainage of roof, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 1129-2507 W-AG 333 -713 A-Y 5157 -2524 AG-F 337 -736 Y-AB 3215-5418 F-V 1727 -3085 AA- Y 182 -440 V - G 2488 -1385 AA- B 186 -439 G -1 1328 -3896 AB-AC 3117-5251 G-U 2435 -5414 AC-C 2805 -4868 I - U 3751 -1334 No. C 58005 AD- C 573 -607 U - J 50 -437 C-AE 1055 -305 S-N 1315 -468 AE-AF 1342 -481 N-R 206 -703 05/09/2024 AF- W 1397 -498 R - P 1709 -427 D-E 534-1631 P-C 307 -1231 OF D - G 2080 -699 "WAKNIN(i" tAU AND i-OLLUW ALL NO i b. ON i tliS Di<AVViNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins"11a11ed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face oflruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY ltruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses . A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilityand use of is drawing for any s11ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2, North Building 4th Floor For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN. 21655 / COMN Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T159 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24,1458.14227 Page 2 of 2 Truss Label: GD JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 05/09/2024 * Or CAIJIF764~/ "WARNING" F<EAD AND hOLLOW ALL NO I ES ON I HIS UFtAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlinq, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceiiing. Locations shown for,permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing instaIled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing, any failure to build the AN nV COMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracinp of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stiucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI' tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Special Loads Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp (Lumber Dur.Fac.=i .60 I Plate Dur.Fac.=i .25) TO: From 76 plf at 0.0010 76 plf at 13.38 TO: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. A-AB 1129 -2507 Y-AI 330 -714 A-AA 5157 -2524 Al-F 334 -736 AA-AD 3215-5417 F-X 1727 -3054 AC-AA 182 -440 X-G 2474 -1384 AC-8 166 -439 G - I 1356 -4089 AD-AE 3117 -5250 G - W 2434 -5386 AE-C 2805 -4868 1-W 3531 -1293 AF-C 573 -608 W-K 118 -444 C-AG 1055 -303 U-P 1091 -474 AG-AK 1342 -479 L-M 444 -148 AH-Y 1397 -498 P-T 208 -727 D-E 531 -1618 T-R 1721 -434 D-G 2046 -691 R-S 307 -1222 No C 58005 * 05/09/2024 COP CAL04p, * Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 T160 AVIARA WEST APARTMENTS DrwNo: 129.24.145814930 Truss Label: GE JCJ / GWH 05/08/2024 I " 2 Complete Trusses Required 1108 15'94 2059, 23812 2'94 2412 248 287 7912 13'4"8, 18'l "l 2105 30108 7912 58 24' 2313 12 7112 C6 X6 D 12 liii 5X3 I 12 X4 ill 504 lii 5X3 1.5X III 1.5X3 I N W2 T; AE I 81 zAFH yAl x 1113010 8X16 3X8 -110508 X8 4X6 12X12 8X12 8X10 4X8 sxr:isx 4X6 1113X8 5Xl6 31012 30108 788 224 6315 4' 31012 111072 1348 iiT" 2688 2412 261 24 1594 2059 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.750 D 493 240 Loc R+ / R- I Rh / Rw /U I RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.936 D 395 180 AB 5091 /-2243 /2500 /2247 /1988 /1443 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.153 A - - AJ 2609 /-57 I- /881 /659 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.191 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Req = 2.7 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.861 AJ Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.693 Bearing AJ is a rigid surface. Bearing AB Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.920 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 A-B 2189-4475 J-K 874 -1904 Lumber Loading B - C 2237 -4559 J - L 328 -1322 Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Truss checked for 250# movable concentrated load C - E 3862 -8924 K - M 631 -1851 Bot chord 2x10 DF-L #2(g) Bi along Bottom Chord, nonconcurrent with design D - H 301 -905 L - 0 356 -1428 B6 2x6 DF-L SS(g); gravity loads. E - F 3890 - 9036 M - N 579 -1693 Webs 2x4 DF-L Standard(g) W2,W4,W11,W14, F-G 2791 -7262 N-P 592 -1748 W20 2x4 DF-L #2(9); W5 2x6 DF-L #2(g); Purlins H - I 326 -993 0-0 343 -1408 Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace all flat I - J 1056 -3104 0- R 438 -1737 of 19% prior to installation. TC @ 24" oc. Nailnote Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.131"x3", mm. nails with purlins at 24" 0/c. Chords Tens.Comp. Chords Tens. Comp. Top Chord: 1 Row @12.00" o.c. Deflection AB-AA 1252 -1245 X - W 7072 -2710 Bot Chord: 1 Row @12.00" o.c. Max JT VERT DEFL: LL: 0.70" DL: 0.17". See detail AA- Z 9177 -4980 W - V 2995 -901 Webs :1 Row @ 4" o.c. DEFLCAMB10114for camber recommendations. Z-Y 9314-5022 V-U 2995 -901 Use equal spacing between rows and stagger nails Provide for adequate drainage of roof. Y - X 8865 - 3709 U - T 1922 -486 in each row to avoid splitting. VVP(NINU NL),'kNU I-ULLUVV ALL NU I tb ON I No L)i<P,VViN1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of 8051 (Building Perils CA 92571 Component Safety Information by TPI an8SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with 'diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or 810, as applicable Aoply plates to each face of iruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI] PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawino' indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitabiIif' and use of This 155 Harlem Ave I drawing for any stucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcaconiponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21666 / COMN Ply: 2 Job Number: R3444W_DV Cust R6852 JRef1XZ068520006 T160 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129.24 1458.14930 Page 2 of 2 Truss Label: GE JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 * 05/09/2024 CIV OF "WARNING" REAL) AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information Alpine a division of ITW Build inftComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stiucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 30108 A 85 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pf: NA Ce: NA VERT(LL): 0.010 I 999 240 Lu: NA Cs: NA VERT(CL): 0.023 AC 999 ii Snow Duration: NA HORZ(LL): -0.022 AF - 'IORZ(TL). 0.025 AF - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.227 TPI Std: 2014 Max BC CSI: 0.222 Rep Fac: Varies by Ld Case Max Web CSI: 0.529 FTIRT: 8(0)110(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp BO-BN 727 -726 BD-BB 1819 -1794 BN-BK 662 -648 AZ-AY 428 -425 BK-BH 1358 -1343 AY-AW 758 -755 BH-BF 1566 -1560 AW-AV 685 -684 BF-BD 1897 -1886 AV-AU 456 -455 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 'C II No 58005 U 05/09/2024 1) BN- G 609 -633 AZ-AO 575 -562 1-0 482 -546 AW-CX 1566 -1569 O-R 934 -968 CX-CZ 1570 -1570 CIV R-BD 719 -818 CZ-AS 1569 -1562 or BD-X 961 -996 AS-AT 1039 -1075 X-AZ 678 -814 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 1161 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.15289 Truss Label: GF JCJ / GWH 05/08/2024 1108 1601 19 "15 2104 241 7' 0 11012 p'"4 138 2357 30108 7'1012 9 279 2 1E11"5 114 7E8 1101 F-p H2'4H 8 12 8 10 157 C3)(4 —r 4 7 ClOd 31012 780 194 31012 111012 135' H-9"4 15 4's"s 6'3'15 2059 2695 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Ti 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #1&Bet.(g); W26 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2 x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. A Maximum Reactions (Ibs), or upLF Gravity Non-Gravity Loc R+ /R- /Rh tRw /U /RL 30 BQ*180 / I- /88 /3 /115 - BB* 132 /- I- /191 /87 I- - BO /-109 BK /-239 BH /-294 BA /-233 CR /-534 AX /-120 AW /-214 - AT /-1036 Wind reactions based on MWFRS - BQ Erg Wid=216 Min Req= - BB BrgWidm154 Min Req= - Bearings BQ & BB are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-J 798 -798 W-X 1357 -1396 J - L 818 -821 X-AE 575 -577 L-M 926 -931 AE-AO 534 -561 M-0 928 -936 AF-AP 810 -823 P - R 629 -622 AP-AQ 1055 -1071 S-W 1360-1367 AQ-AR 1331 -1349 S-V 588 -573 AR-AS 1530 -1547 V-AF 628 -596 WAKNIN(.d IAV AND 1-OLLOW ALL NO I 1=6 ON I HIS DI<AWIN(i' island Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6r satety practices Drior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous raterar restraint (CLR), installed with 'diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B1O as applicable AopIy plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. lAlpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rr~ COMPANY itruss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineeing responsibility solely -for the design shown. The suitabiIil and use of this 155 Harlem Ave Idrawing for any sFr'ucture is the responsibility of the Building 'Designer per ANSIPl 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21660 / GABL Ply 1 Job Number: R3444W_DV Cust: R6852 JRef 1XZ068520006 T161 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.145815289 Page 2 of 2 Truss Label: GE JCJ / GWH 05/08/2024 Loading Maximum Gable Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Gables Tens.Comp. Gables Tens. Comp. 5557 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and BS- B 65 -407 CU-AJ 93 - connections are to be designed by Engineer of Record. BOBS 70 -434 CU-AY 116 - Drag Loads: Force(#) (PLF) Mbr Start End Case 1. 5557 18000 TIC 0.00 30.87 5557 179.99 BC 0.00 30.87 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. NoC 58005 * 05/09/2024 * )P CAO:44V// **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 .ornponent Safety Information by TPI ana'SBCA) ro'r satety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 racing per BCSI. Unless rioted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of Iruss and position as 3hown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Motes page for additional information. Ipine, a division of IT"iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMP— :russ in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page 155 Harlem Ave .isting this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this drawing for any stucture is the responsibility of the Build ingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Aloine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomrionents corn: ICC: iccsafeora' AWC: aweora Glenview, IL 60025 12 j2 —234--I C304 _ZZI 4 BT Snow Criteria (Pg,Pi in PSF) Pg NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): DeflICSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.010 I 999 240 VERT(CL): 0.024 AF 999 if HORZ(LL): -0.022 Al - - HORZ(TL): 0.025 Al - - Creep Factor: 2.0 Max TC CSI. 0.218 Max BC CSI: 0.222 Max Web CSI: 0.539 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 1162 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.09930 Truss Label: GG JCJ / GWH 05/08/2024 1108 1589 1915 2104 209 11, 71012 138' 18713 2307 30108 71012 38 270 2114 708 7101 31012 8' 194 485 63715 41" 713712 111012 138" 2059 2698 30108 H 4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Ti 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #1 &Bet.(g); W26 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" ocwith Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. EW Ver: 23.01 .02.0731.17 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC1601 18, GBLLETIN0118, & GA8R5T160118 for gable wind bracing and other requirements. No C 58005 05/09/2024 * A Maximum Reactions (Ibs), or *pLF Gravity Non-Gravity Loc R+ /R- /Rh /Rw IU /RL BT* 186 /- 1- /89 /3 /112 BE* 123 /- I- /188 /89 BT /_109 /-109 BN /-238 BK /-300 BD /-262 CU /-522 BA 1-120 AZ /-224 AW /-1052 Wind reactions based on MWFRS BT Erg Wid2i6 Min Req =- BE BrgWid= 154 Min Req= - Bearings BT & BE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-J 804 -804 Y-Z 1432 -1462 J - L 824 -826 Z -AA 1360 -1383 L - M 937 -942 AA-AH 577 -571 M-0 940 -946 AH-AR 536 -557 P-R 626 -619 Al-AS 834 -854 S - Y 1353 -1357 AS-AT 1079 -1098 S-X 607 -597 AT-AU 1355 -1377 X -Al 653 -624 AU-AV 1554 -1575 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp BR-BQ 727 -726 BG-BE 1790 -1766 BQ-BN 660 -646 BC-BB 407 -401 BN-BK 1356-1341 BB-AZ 783 -776 BK-Bl 1559 -1553 AZ-AY 685 -684 BI-BG 1885 -1875 AY-AX 456 -455 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp BQ-G 610 -634 BC-AR 576 -567 1-0 489 -551 AZ-DA 1594 -1592 O-R 968 -1091 DA-DC 1598 -1593 R-BG 700 -789 DC-AV 1597 -1586 BG-AA 963 -1005 AV-AW 1055 -1094 AA-BC 671 -791 I WARNING" READ AND FOLLOW ALL NOTES ON ]HIS DRAWING' Inland Empire Truss**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)3001758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of truss nd position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the #sr1ssConra, Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any st'ructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 23934 / GAEL Ply 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520006 T162 FROM. Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.145809930 Page 2 of 2 Truss Label: GG JCJ / GWH 05/08/2024 Loading Maximum Gable Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Gables Tens.Comp. Gables Tens. Comp. 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and By- B 65 -407 CX-AM 94 - connections are to be designed by Engineer of Record BR-By 70 434 CX-BB 117 Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.99 BC 0.00 30.87 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * V 05/09/2024 / * **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attach rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per SCSI sections B3 B7, or B1O as applicable, AopIy plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 NJ E Notes page for additional information. Alpine, a division of ITVV BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usnwcoenasv truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites Aloine aloineitw com: TPI: toinst nra: SBCA: sbcacomoonents com ICC: iccsafeora: AWC awn nra Glenview, IL 60025 NoC 58005 * 05/09/2024 * of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" cc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 3998 -409 X - W 2094 -97 M- Z 3998 -409 W - V 2094 -97 Z-Y 5039 -566 V-U 1939 -179 Y-X 4709 -532 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 259 -1397 G - H 182 -987 A -AB 2553 -431 G - J 402 -2542 AB- C 335 -2072 G -x 660 -3883 C-Z 1211 -162 J-X 2857 -449 ) - E 114 -824 X-N 66 -393 D-G 1036 -126 0-U 120 -647 Z-F 109 -536 U-S 1899 -150 F-Y 52 -609 S-T 133 -1407 Y-G 503 -28 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: GH Cust: R 6852 JRef 1XZ068520006 T163 DrwNo: 129.24.1458.12383 JCJ / GWH 05/08/2024 1108 1594 19615 2574 2104 1l 2112 21112 71012 1389 2278 fJ"l3 30108 71012 38 281 108 309 534 12 4X4 Z3 4 D AX T C TI T —6X8 W2 W20 2 II A;B M zY x w v 5X6 m6Xl0 m4X4 ru10Xl0 6X12 H0308 4X4 m4X6 II13X4 e3X4ru3X4 30108 31012 8' 194 485 6315 41" 31012 111012 2059 2698 30108 9-4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) oefl!CSI Criteria £ Maximum Reactions (105) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.297 0 999 240 Loc R4 / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.681 D 543 180 AC 1430 I- I- /830 /1 /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.079 P - - T 1445 I- I- /849 I- I- Des Ld: 46.00 EXP: C Kzt: NA LlORZ(TL): 0.184 P - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 AC Brg Wid = 4.0 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.822 T Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.696 Bearing T is a rigid surface. Bearing AC Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.776 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Deflection A-B 367 -2187 J - L 21 -498 B - C 359 -2188 K - P 291 -1763 Top chord 2x4 DF-L #1&Bet.(g) Max JT VERT DEFL: LL: 0.27" DL: 0.39'. See detail C - E 786 -4989 L - M 91 -429 Ti 2x4 DF-L #2(g); DEFLCAMB1014 for camber recommendations. D - H 49 -502 M - N 91 -429 Bot chord 2x4 DF-L #1&Bet.(g) Provide for adequate drainage of roof. E - F 791 -5027 N -0 1 -558 I Webs 2x4 DF-L Standard(g) W2,W14, F - G 774 -4780 0- Q 19 -620 I W22 2x4 DF-L #2(g); W20 2x4 DF-L #1&Bet.(g); I - J 1177 -285 P - R 227 -1795 Lumber shall be dried to a maximum moisture content I - K 300 -1617 R - 5 187 -1987 "WARNING" HEAL) ANt) FOLLOW ALL NO I tS ON I Hlb UKAWINOil Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (051)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for nermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aeply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/IPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover pace listing this drawina' indicates acceptance of professional encilneering responsibility solelylor the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the BuildtngDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef:1XZ068520006 T96 / AVIARA WEST APARTMENTS DrwNo: 129.24 1458.11648 Truss Label: F-Il JCJ / GWH 05/08/2024 71012 '"4 14108 1974 2439 30108 71012 318 684 4812 485 6615 III 3X4 E 12 11.5X4 mH0514 A 31012 31012 48 788 38 111012 i.'2"4 30108 4812 485 1974 2439 284 14108 A 5015 16" 2948 30'1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(Ll4: 0.361 E 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL). 0.840 E 441 180 R 1429 I- I- /829 /16 /184 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.086 E - - J 1443 I- I- /850 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.201 E - - Wind reactions based on MWFRS Mean Height 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 R Brg Wid = 40 Min Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.876 J Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist. 010 h/2 TPI Std 2014 Max BC CSI: 0.881 Bearing J is a rigid surface. Bearing R Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.840 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Deflection A-B 411 -2195 D-F 971 -5 B - C 403-2195 G-H 309 -2'... Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL. 0.36" DL: 0.53". See detail c - D 976 -5251 H - I 269 -2253 Bot chord 2x4 DF-L #1&Bet.(g) DEFLCAMB1014 for camber recommendations. Webs 2x4 DF-L Standard(g) W2, Provide for adequate drainage of roof. W9 2x4 DF-L #2(g); Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp of 19% prior to installation. 0- P 3939 -492 N - M 6202 -913 P-0 3939 -492 M-L 6202 -913 Bracing 0-N 6260 -924 L-K 2092 -194 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using A - R 284 -1395 F - L 831 -4578 NDS/TPI reduction factors. A - Q 2564 -484 G - L 1882 -312 All plates are 4X10 except as noted. 0- C 382 -1995 H - K 108 -382 C-0 1483 -280 K - I 2066 -182 Loading 0-F 217-1186 I-J 174 -1392 Bottom chord checked for 10.00 psf non-concurrent F - G 470 -2492 live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design loads. gravity Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. 05/09/2024 Wind loading based on both gable and hip roof types. CIV $4i F CAU7 W/RNIN(i E(JkU P,NU i-ULWVV ALL NO I bu ON i N16 UNAVVINL inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300'1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as 11464, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,i i__Ri rJ E Notes page for additional information. Alpine, a division of IT'mN Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use ofs 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: ajpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 197 / AVIARA WEST APARTMENTS DrwNo: 129.241458 14352 Truss Label: H2 JCJ / GWH 05/08/2024 2 Complete Trusses Required 1224 1974 311 4852 7912 874 14108 2439 30108 7312 58 284 485 6615 E 12 II6X6 112 2 0.5 W9 T2 W12 - TI I W2 W10 V N K J 1113910 8X16 Bi 12X16 4X4 10X16 66 1113X8 H05O8 1111.5X3 m5X12 31012 788 25112 47"8 499 5015 31012 111012 14108 196 2439 2948 9-4 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 4600 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 pat Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pt: NA Ce: NA VERT(LL): 0.744 E 498 240 Loc R+ / R- I Rh I Rw /U— I RL Lu: NA Cs: NA VERT(CL): 0.939 E 394 180 Q 5125 /-2268 /2500 /2458 /2275 /1600 Snow Duration: NA HORZ(LL): -0.177 E - - J 2747 I- I- /935 /734 1- '-IORZ(TL): 0.223 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Q Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max TC CSI: 0.587 J Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.991 Bearing J is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.947 Bearing Q Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02 0731 17 A-B 2319-4688 D-F 3680 -9317 Lumber Top chord 2x8 DF-L SS(g) T2 2x4 DF-L #2(g); Sot chord 2x10 DF-L #2(g) B1, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W9,W10, W12 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at( 8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. B - C 2366 -4775 G - H 892 -2598 C-D 4170-9649 H-1 706 -2363 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q-P 1251 -1246 N-M 9604 -4103 P-0 9146-4929 M-L 9258 -3655 0-N 9285-4963 L-K 2238 -681 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 1145-2532 N-X 231 -642 A-P 5362-2652 X-D 241 -668 P-S 2992-5114 D-M 1135 -445 R-P 178 -431 M-F 141 -510 R-B 185 -435 F-G 1052 -3032 S - T 2886 -4926 F - L 3004 - 7304 T - C 2570 -4590 G - L 2526 -930 U - C 1900 -1906 L - H 252 -396 C-V 1281 -300 H-K 198 -484 V-W 1161 -202 K-1 2224 -680 W-N 1235 -232 l-J 375 -1334 NoC 58005 * 05/09/2024 * WARNING HEAL) ANI) FOLLOW ALL NO I ES ON I HIS 1iKAWINC inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for aermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inlalIed on the CLR per SCSI sections 53, 57, or B1O, as applicable Aoply plates to each face of 1truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the asrrWCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely Tar the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 21694 / COMN Ply 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520006 T97 / FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.14352 Page 2 of 2 Truss Label: H2 JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.74' DL: 0.20. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2268# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * (OF CA51F VVAKNINt t/kL) ANL) 1-OLLOW ALL NO I LZ5 ON I hIl U1<AVVINI3! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.cei)ing. Locations shown for.permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any s!ructure is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 T141 AVIARA WEST APARTMENTS DrwNo: 129.24 1458.16742 Truss Label: H3 JCJ / GWH 05/08/2024 71012 f2"4 14108 1974 2439 3078 71012 1315 684 4812 485 6315 li3X4 E 17 Z~ 5X6 W9 H 1113X6 6X10 1111,5X4 8X12 6X12 113X4 11111.5X4 H0514 3078 1 31012 31012 788 38 111012 i.'2'4 4812 485 1974 2439 284 14108 4915 16" 2918 30'7'8 Loading Criteria (psD Wind Criteria Snow Criteria (Pg,Pt in PSF) DefIiCSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct. NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.352 E 999 240 Loc R+ / R- / Rh / Rw /U— / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.818 E 449 180 R 1417 /- /- /822 119 /182 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.087 E - - J 1432 /- /- /842 Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.202 E - - Wind reactions based on MWFRS Mean Height: 24.54 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 R Big Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.783 J Brg Wid = - Mm Req = - BCDL: 4.8 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.866 Bearing R Fcperp = 625p51. Spacing: 24.0 C&C Dist 8:6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.813 Members not listed have forces less Maximum Top Chord Forces Per than 375# Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 02.0731.17 A -13 414 -2175 D - F 975 -5200 B-C 406-2175 G-H 308 -2102 Lumber Deflection C-D 980-5182 H - I 264 -2164 Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.35" DL: 0.51. See detail Bot chord 2x4 DF-L #1&Bet.(g) DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) W2, Provide for adequate drainage of roof. W9 2x4 DF-L #2(g); Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content 0 - P 3896 -498 N - M 6105 -918 of 19% prior to installation. P-0 3896 -498 M - L 6105 -918 0-N 6161 -929 L-K 2012 -192 Bracing (a) Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply (Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes A - R 286 -1384 F - L 835 -4517 Connectors in green lumber (g) designed using A -0 2540 -487 G - L 1828 -308 NDS/TPI reduction factors. Hangers shall be installed 0- C 383 -1969 H - K 110 -411 after lumber has air-dried to 19% or less moisture C-0 1453 -280 K-1 2001 -182 content. 0-F 215 -1151 I-J 175 -1383 All plates are 4X10 except as noted. F - G 470 -2439 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind No. C 58005 Wind loads based on MWFRS with additional C&C member design. 05/09/2024 1 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. (CDP If I WNIN-j 4JUNU i-ULLUVV ALL NUI tb UN I l-Iij Ui-(P,VViNUl Inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheo rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with ldiagonal bracing in51a11ed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usr,wcorrAuv itruss in conformance with ANSI/IPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawino' indicates acceptance of professional .. en1eering responsibility solely-for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 T130 AVIARA WEST APARTMENTS DrwNo. 12924.1458.14664 Truss Label: HA JCJ / GWH 05/08/2024 2505 2114 71012 1108 2059 2211 269" 7'10"12 3112 951 121, 193 31012 388 4' 38 835 4915 16" 31012 71012 111012 ¼'2"4 2059 2535 269" 42"4 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II Soffit. 2.00 DesLd: 4600 NCBCLL' 10.00 TCDL: 10.8 psf EXP: C Kzt: NA Mean Height: 24.54 ft BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a. 6.09 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.235 H 999 240 Loc Ri- / R- / Rh / Rw /U / RL VERT(CL)' 0.545 F-I 589 180 V 1238 /- /- /721 /20 /143 HORZ(LL): -0.061 H - - 0 1251 /- /- /729 I- I- HORZ(TL): 0.141 H - - Wind reactions based on MWFRS Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TC CSI: 0.631 0 Brg Wid = - Min Req = - Max BC CSI: 0.685 Bearing V Fcperp = 625p5i. Max Web CSl: 0.986 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Ver 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration' NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): A-B 388-1864 F-G 793 -4( B-C 379-1864 I - J 191 -1 C-E 793-4070 J - L 163 -1 E - F 793 -4079 L - N 170 -1799 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Bracing (a) Continuous lateral restraint equally spaced on member, Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.35". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. U-T 3248 -474 R-Q 4636 -731 T-S 3248 -474 0-P 4636 -731 S-R 4695 -742 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 277-1205 G - I 355 -1792 A-U 2174 -456 G-P 602 -3102 U-C 323-1584 I - P 696 -66 C-S 930 -159 P - N 1731 -165 S-G 148 -m N-0 143 -1208 G-H 112 -434 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads, Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. C 58005 * 05/09/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of 'truss and position as 1.41 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 i.....Pi NJ E Notes page for additional information. Alpine a division of ITW Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the r,wcov truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawin or cover paqe listing this drawing indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabilityand use of s 155 Harlem Ave North Building, 4th Floor drawing for any sEr'ucture is the responsibility of the BuiIdingOesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 4 OPCALIC * C-E 3819-8118 J - L 833 -2260 E-F 3811 -8124 L-N 834 -2293 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V-U 1251 -1246 S-R 8041 -3663 U-T 8289-4886 R-Q 7502 -3110 T-S 8412-4925 Q-P 7502 -3110 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1137-2330 AB-S 1338 -509 A-U 4822-2565 S-AC 404 -712 U - X 3067 -4732 AC- F 407 -734 W-U 191 -446 F-R 1102 -538 W-B 199 -454 R-G 205 -510 X -Y 2972 -4583 G -1 820 -2282 Y - C 2646 -4222 G - P 2438 -5580 Z-C 1908-1909 I - P 1280 -566 C-AA 986 -304 P-N 2248 -814 AA-AB 1285 -492 N-0 455 -1363 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 T131 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.09508 Truss Label: HB JCJ I GWH 05/08/2024 I " 2 Complete Trusses Required 26'9"8 29"3 408 808 118 2011 2305 408 4 3' 909 2114 12 12 05 5X10 W10 N6X8 B X1 C T1 izm L__J E3 i t W16=3X4 H0508 =3X8 3X4 4X4 4X4 2698 408 4' 3104 318 4915 16' 4'0"8 608 111012 16 2538 269' 21112 259 14108 2059 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.09 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) 61 B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4, W10 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 26.79 BC: From 16 plf at 0.00 to 16 plf at 26.79 PLB: 5000 lb Conc. Load at (8.04,21.67) Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.613 R 524 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.756 R 425 180 V 4736 /-2260 /2500 /2318 /2162 /1601 Snow Duration: NA HORZ(LL): -0.164 D - - 0 2753 1-251 I- /1048 /876 I- HORZ(TL): 0.203 D - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 2.5 (Truss) CBC 2022 Max TC CSI: 0.617 0 Brg Wid = - Min Req = - TPI Std: 2014 Max BC CSI: 0.659 Bearing V Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI' 0.774 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT'8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 23.01 02 0731 17 A - B 2225 4185 F - G 3165 -7620 R - r 79150 -471515 _J 835 -97715 WAKNINj AU AND hOLLOW ALL NU Lb ON I Nib 01<AVVIN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) To'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 610, as applicable Apply plates to each face oftruss nd position as 14964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Wi conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.0j9 Glenview, IL 60025 SEQN: 21701 / COMN Ply 2 Job Number: R3444W_DV Cust. R6852 JRef,1XZ068520006 T131 FROM: Qty AVIARA WEST APARTMENTS DrwNo 129 24.1458 09508 Page 2 of 2 Truss Label: HB JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.61" DL: 0.14". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2260# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 05/09/2024 c,vlt._ '- PF CAU WAKNIN(j" IAU ANU hOLLOW ALL NO I ON I Hlb Ul<AVVINO1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Com.ponent Safety Information by TPI ana'SBCA) tor safety practices prior to performing these functions. Installers shall provide temporary 15511300-1755 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss hnd position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Refer to job's General 1 [_J NJ E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usinwCOMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover pa listing this drawina indicates acceptance of professional enaineeing responsibility solely Ior the design shown. The suitabiIif and use of s 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI:tpinstorg SBCA: sbcacomponents corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.614 R 523 240 Lu: NA Cs: NA VERT(CL): 0.757 R 424 180 Snow Duration: NA HORZ(LL): -0.165 D - - -tORZ(TL): 0.203 D - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.616 TPI Std: 2014 Max BC CSI: 0.660 Rep Fac: Varies by Ld Case Max Web CSI: 0.774 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 WCZ Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. 1.25 plate duration factor used. ***** Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ply: 2 Job Number: R3444W_DV Oust R6852 JRef: 1 XZ068520006 1132 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.08727 Truss Label: HC JCJ / GWH 05/08/2024 I 5 2 Complete Trusses Required 1108 21 5 294 6 2 7'912 5'4 1611 2059 2698 1'912 S'il 7'0"5 2'4"8 5'93 12 W10 L 86X8 ;A 1113X10 3X4 3X8 3'10"122 3101 38 i40508 :366 4X4 i0 112 3X4 --4X4 4X4 2698 T111.12 T '8 2'11"12 14105 H0510 6X16 1113X8 25"9 4'915 1'6 205'S 2535 269" 318 18' No: c 58005 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height: 24.54 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4, W1 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule: 0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" cc. Webs :1 Row @ 4" cc. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 26.79 BC: From 16 plf at 0.00 to 16 plf at 26.79 PLB: 5000 lb Conc. Load at (8.04,21.67) A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL V 4736 /-2260 /2500 /2318 /2162 /1601 2753 /-251 /- /1048 /876 /- Wind reactions based on MWFRS V Brg Wid = 4.0 Min Reg = 2.5 (Truss) BrgWid= - Min Reg = - Bearing V Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 2225-4185 F-G 3165 -7624 B - C 2269 -4255 J - L 832 -2231 C-E 3818-8119 L-N 834 -2286 E-F 3810-8125 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 1251-1246 S-R 8042 -3862 U-T 8289-4886 R-Q 7505 -3110 T-S 8412-4925 Q-P 7505 -3110 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1137-2330 AB-S 1339 -509 A-U 4822-2565 S-AC 404 -712 U - X 3067 -4732 AC- F 407 -734 W-U 191 -446 F-R 1106 -534 W-B 199 -454 R-G 205 -513 X - Y 2972 -4583 G - J 820 -2272 Y - C 2646 -4222 G - P 2439 -5593 Z-C 1908-19 J - P 1285 -560 C-AA 987 -304 P-N 2242 -813 AA-AB 1286 -492 N-0 455 -1363 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" cc. Brace interior top chords of all trusses with purlins at 24' o/c. 05/09/2024 civil _0P CAU".!V/ * I WRNNINi KLAU P,NU I-ULLOVV ALL NO I tb ON I t1lb UNAVVINLd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an8'SBCA) Tor safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing ner BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1 0, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY Itruss in conformance with ANSI/WI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina ' indicates acceptance of professional engineering responsibility solely tor the design shown. The suitability and use of o 155 Harlem Ave drawing for any sFructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 21703 / COMN Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T132 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 12924 1458.08727 Page 2 of 2 Truss Label: HC JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL 0.61" DL: 0 14'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2260# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# per NoC 58005 * 05/09/2024 1/ - clvtt_ AWING! UDING THE INSTALLERS tfer to and follow the latest edition of BCSI (Building these functions. Installers shall provide temporary al sheathing and bottom chord shall have a properly ontinuous lateral restraint (CLR). installed with Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN rr~ COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 any not be responsible for any deviation from this drawing, any .failure to build the g installation and bracing of trusses. A seal on this drawing or cover page aring responsibility solely-for the design shown. The suitability and use of this igner per ANSI/TF'l 1 Sec.2. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 T133 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.09711 Truss Label: HD JCJ / GWH 05/08/2024 1108 2309 29'a 41"4 7VI2 8?4 lffml 26'98 7912 5 411"9 2'1'114 15 3615 11:721 TT iI F ) l..188l 111.503ç 11 5X3( I ffll.504 12 4306 81404 12 05 u Y z An -3X4 G II BF BC BA AY AX AWAy AX 41.5X3) 11306 11306 6X8 III 5X4e0308(-) 6XB 6X6 3X10 1304 3102 788 38 835 3101 1 2 111012 U24 20'59 6315 28818 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs), or 6=PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.018 X 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 X 999 180 BH*183 . I- I- /111 /4 /115 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 AO - - AV* 129 / 1- /269 /171 I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.065 AO - - BH 1-108 Mean Height: 24.54 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 BC /-281 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.6 psf CBC 2022 Max TC CSI: 0.636 BA 1-497 Load Duration: 1.25 MWFRS Parallel Dist: 0 to hI2 TPI Std: 2014 Max BC CSI: 0.160 AY 1-170 AX /438 Spacing: 24.0" C&C Dist a: 6.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.792 AW 1-105 Loc. from endwall: Any FT/RT:8(0)/10(0) AU 1-1181 GCpi: 0.18 Plate Type(s): AQ /-593 Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Wind reactions based on MWFRS Lumber Gable Studs BH Brg Wid = 216 Min Req = - Top chord 2x4 DF-L #2(g) Gable studs (dashed members) may be installed at 16 AV Brg Wid = 105 Min Req = - Bot chord 2x4 DF-L #1&Bet.(g) oc with Wave plates. In lieu of plates use (3)16 ga. Bearings BH & AV are a rigid surface. Webs 2x4 DF-L Standard(g) W5 2x6 DF-L SS(g); 1/2 x 1.75 wire staples (0.064 Dia.) Toe nailed Members not listed have forces less than 375# W10 2x4 DF-L #2(g); through chord into web & web into chord on one face Maximum Top Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content for a total of (6) staples per connection. Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. Additional Notes G - L 734 712 V - X 1296 -1290 Bracing Uplift connections required. See uplifts in R- and U l - R 753 -770 U-V 2672 -2719 L (a) Continuous lateral restraint equally spaced on columns of Maximum Reactions table. - M 732 -713 M-0 733 -714 X -AH 1379 -1347 V - Z 2920 -2965 member. See DWGSA11S3OENC16O11B, GBLLETIN0118,& 0-0 740 -721 Z-AG 1088 -1090 GABRST160118 for gable wind bracing and other R - S 1010 - 1027 AG-AP 1073 -1088 Plating Notes requirements. S - U 2816 -2837 AH-AO 649 -628 Connectors in green lumber (g) designed using S - V 1290 -1265 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) (**) 4 plate(s) require special positioning. Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning requirements. BG-BF 727 -726 AV-AX 1278 -1269 BF-BC 656 -657 AX-AV 1571 -1561 Purlins BC-BA 1377 -1378 AV-AU 509 -499 In lieu of structural panels use purlins to brace all flat - BA-AY 1023 -1015 AU-AQ 1160 -1160 TIC @24oc. . Brace interior top chords of all trusses Maximum Web Forces Per Ply (Ibs) with purlins at 24" 0/c. Webs Tens.Comp. Webs Tens. Comp. No. C 58005 Wind BF-G 625 -632 X-Y 699 -693 Wind loads based on MWFRS with additional C&C \\ 05/09/2024 1 BC-G 301 -433 Z-AU 1447 -1644 member design. BA-Q 1103 -1131 AU-AP 1092 -1074 End verticals not exposed to wind pressure. CIVI A" Q-Z 1785-1794 AP-AQ 602 -886 Wind loading based on both gable and hip roof types. OF Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly Perris CA 92571 (951)300-1758 attached rigid ceilinct Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10 as applicable Aoply plates to each face ofruss and with position as 1411161111.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. 4 L.Pi r\i E Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSI 1 for handling, installation bracina trusses. A this 1rawina conformance with or shipping, and of seal on or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitabilif' and use of this 155 Harlem Ave North Building, 4th Floor drawing for any srr'ucture is the responsibility of the BuildingiJesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 I SEQN: 21705 I GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520006 T133 FROM: Qty. AVIARA WEST APARTMENTS DrwNo 12924.145809711 Page 2 of 2 Truss Label: HD JCJ I GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4822 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4822 180.00 TC 0.00 26.79 4822 179.99 BC 000 26.79 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24 0' span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. BI- B 71 -390 AX-BW 460 -552 BG-BI 81 -445 S -By 414 -531 BV-BW 431 -535 U-V 115 -414 C 58005 05/09/2024 CIVIL 9P CAL WAkNIN( i<AU ANU t-OLLOW ALL NO I tb ON I hlb ui<AvviNLd! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anaSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabililS' and use of m 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora: SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.orq Glenview, IL 60025 a division of any Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1 XZ068520006 Ti 34 AVIARA WEST APARTMENTS DrwNo: 12924.145811251 Truss Label: HE JCJ / GWH 05108/2024 2363) 4,3-4 808 1108 15101 1895 2698 806 3 499 2114 3815 (TOP) 6404 I 11115X4 12 ill. 5X3() 111504 V6406 12 06 AF ouV' i I i 82411 BG 0 I 63X6 BF BE Be AT AW AV AUAT AS 111366 111.5X3r) 111308 113)06 8X8 mi 5X4H0308(3 6X8 310••12 3104 3104 835 6315 31012 60" 111212 2253) 269"8 3_B 3_B 74 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 it NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (6*) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl!CSl Criteria A Maximum Reactions (Ibs), or 6 PLF Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldeti L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.030 W 924 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.034 W 807 180 BG*181 I- I- /110 /4 /113 Snow Duration: NA HORZ(LL): 0.063 AM - - AT* 134 I- I- /270 /169 I- HORZ(TL): 0.072 AM - - BG /-ill Building Code: Creep Factor: 2.0 BB 1-246 CBC 2022 Max TIC CSI: 0.664 AY 1-487 TPI Std: 2014 Max BC CSI: 0.159 AW 1-232 Rep Fac: Varies by Ld Case Max Web CSI: 0.665 AV 1-429 AU /-211 FT/RT:8(0)/10(0) AS 1-1182 Plate Type(s): AO 1-605 WAVE, HS VIEW Ver: 23.01.02.0731.17 Wind reactions based on MWFRS Gable Studs BG Brg Wid = 216 Min Req = - Gable studs (dashed members) may be installed at 16" AT Brg Wid = 105 Min Req = - oc with Wave plates. In lieu of plates use (3)16 ga. Bearings BG & AT are a rigid surface. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed Members not listed have forces less than 375# through chord into web & web into chord on one face Maximum Top Chord Forces Per Ply (Ibs) for a total of (6) staples per connection. Chords Tens.Comp. Chords Tens. Comp. Additional Notes G - L 736 -713 S - V 1327 1309 Uplift connections required. See uplifts in R- and U I - R 750 -767 T - W 2801 -2812 columns of Maximum Reactions table. L - M 734 714 V -AF 1403 1369 M.D 736 -716 W-X 2956 -3018 See DWGS A11530ENC160118, GBLLETIN0118, & 0-0 743 -722 X -AE 1108 -1106 GABRST1601I8 for gable wind bracing and other R - S 1000 -1010 AE-AN 1089 -1108 requirements S-T 2215-2278 AF-AM 643 -624 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp BF-BE 727 -726 AW-AV 1268 -1256 BE-BB 675 -670 AV-AT 1561 -1548 BB-AY 1398 -1392 AT-AS 492 -479 AY-AW 1013-1002 AS-AO 1161 -1160 Maximum Web Forces Per Ply (Ibs) Nebs Tens.Comp. Webs Tens. Comp. BE-G 599 -613 X-AS 1487 -1734 AY-Q 1111 -1145 AS-AN 1112 -1092 Q-X 1782-1803 AN-AO 614 -682 V-W 437 -582 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. BH- B 71 -390 AV-BW 451 -559 Inland Empire Truss LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building tctices prior to performing these functions. Installers shall provide temporary properly attached structural sheathinci and bottom chord shall have a properly ltraint of webs shall have continuous rateral restraint (CLR), installed with or B10 as applicable. Apply plates to each face of 'truss and position as Refer to drawings 160A-Z for standard plate positions. Refer to job's General not be responsible for any deviation from this drawing, any failure to build the g, installation and bracina of trusses. A seal on this drawing or cover pae ering responsibility solely-for the design shown. The suitabili 1 and use of ' 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave signer per ANSI/TPI 1 Sec .2. i; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org North Building, 4th Floor Glenview, IL 60025 NoC 58005 05/09/2024 Civtt %' sP1 CAL25 SEQN: 21709 / GABL Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef1XZ068520006 T134 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.145811251 Page 2 of 2 Truss Label: HE JCJ / GWH 05/08/2024 Loading BF-BH 81 -445 1-By 480 -592 Truss transfers a maximum horizontal load of BV-BW 453 564 4822 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4822 180.00 TC 0.00 2679 4822 179.99 BC 0.00 2679 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No .'C 58005 * 05/09/2024 * CF CALVF&6-~ WAENIN(d' REAL) AND FOLLOW ALL NO I 1=6 ON I Hlb DI<AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fOr safety practices prior to performing these functions. Installers shall provide temporary. 951300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing ins1a11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.copjCC: iccsafe.org; AWC: awc.org Glenview, IL 60025 7'88 38 111012 7'4 284 141081 30108 571 6615 2059 2708 24" 2948' 16" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.442 G 837 240 Loc R+ I R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 1.029 G 360 180 Z 1429 I- I- /830 /1 /183 Snow Duration: NA HORZ(LL): -0.125 N - - R 1443 I- I- /849 I- I- HORZ(TL): 0.290 N - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Z Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TIC CSI: 0.939 R Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.837 Bearing R is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.754 Bearing Z Fcperp = 625p5i. FT/RT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS IVIEW Ver: 23.01.02.0731.17 Wind A-B 367-2190 I - K 1650 -350 B-C 359 -2191 J - N 301 -1818 Wind loads based on MWFRS with additional C&C C - E 803 -5143 K - L 1757 -360 member design. E - F 806 -5167 L - M 25 - 504 End verticals not exposed to wind pressure. F - H 804 -5166 M-0 19 -566 Wind loading based on both gable and hip roof types. G - I 1546 -321 N - P 236 -1849 G-J 309-1670 P-Q 180 -1869 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y - X 3961 -406 V - U 5789 -658 X-W 3961 -406 U-T 5789 -658 W-V 5868 -669 T-S 1838 -153 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - Z 259 -1396 H - T 604 -3944 A-Y 2558 -432 L-T 1351 -154 Y-C 332 -2025 T-0 427 -61 C-W 1341 -183 0-P 123 -393 W-H 117 -865 0-S 124 -869 H - I 110 -451 S-Q 1856 -142 H-L 337-2168 Q-R 130 -1387 No:C 58005 * 05/09/2024 1/ - cIvL_ RAWING! LUDING THE INSTALLERS tefer to and follow the latest edition of or ttlo, as applicable. Apply plates to each face of truss and position as Refer to drawings 160A-Z for standard plate positions. Refer to job's Genero not be responsible for any deviation from this drawing, any failure to build the g, installation and bracing of trusses. A seal on this drawing or cover page ering responsibility solely-for the design shown. The suitability and use of this signer per ANSI/TPI 1 Sec.2. AWC: Inland Empire Truss 275 West Rider St Ferris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef 1XZ068520006 1136 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.11250 Truss Label: HF JCJ I GWH 05/08/2024 1108 141 "8 2104 11" 5 71012 f"4 1389 16713 22712 2708 30108 71012 38 281 195 51115 4412 310' ill 3X4 D 4X4 12 .. 4 1111. 5X4 31012 31012 c8 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h12 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W10 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.56". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. per un a division of r any structure is the responsibil information see these web sites: SEQN 20537 CHIP Ply: 2 Job Number: R3444W_DV Cust R6852 JRef 1 XZ068520006 T98 FROM: AVIARA WEST APARTMENTS DrwNo' 13024.183556453 Truss Label: JA / GWH 05/09/2024 I 2 Complete Trusses Required 3911 621 13 5 92 121" 3911 254 21115 2103 12 4 3X1O B 4X10 6X8 1111.5X3 1114X6 It PIIIIUQVU 5X8 121" A 3412 2103 21115 2103 3412 6215 9213 121" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce NA VERT(LL): 0.050 H 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL). 0.120 H 999 180 j 5195 I- I- /502 I- Snow Duration: Duration: NA HORZ(LL): 0.012 F - - K 6728 I- I- /638 I- I- HORZ(TL): 0.028 F - - Wind reactions based on MWFRS Building Code Creep Factor: 2.0 J Brg Wild = 5.5 Min Reg = 2.8 (Truss) CBC 2022 Max TIC CSI: 0.388 K Brg Wild = 5.5 Min Reg = 3.6 (Truss) TPI Std: 2014 Max BC CSI: 0.644 Bearing J is a rigid surface. Bearing K Fcperp = 625p5i. Rep Fac: No Max Web CSI: 0.871 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver 23.01.02.0731.17 R-C. 0-2952 ('.-fl n - Loading Criteria (psi) Wind Criteria TCLL. 20.00 Wind Std ASCE 7-16 TCDL: 1800 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld. 48.00 Mean Height. 22.47 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W2, W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 2 Rows @ 2.50 o.c. (Each Row) Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading #1 hip with 3-9-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TIC @ 24' oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A-B 0-3161 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 4472 0 G-F 3342 0 H-G 4472 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 0-2380 C-H 1589 0 A-I 3246 0 C-G 0 -1048 I - B 909 0 G-D 2793 0 I - C 0-1908 D-F 0 -4480 No- C 58005 * 05/09/2024 * civil WAKNINtj A1) AND F-OLLOW ALL NO I 1=6 ON I HIZ5 1JI<AVVINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing intalIed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as 1411161111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwcoerauv I 155 Harlem Ave truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawin or cover pa listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabilityand use of is North Building, 4th Floor drawing for any s&'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see these web sites'. Alpine'. ipeitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1232 4,3"7 71111 71111 w4X6 B 12 4 r---- 1714 21116 26114 4102 - 4102 - 41114 3X4 3X8 4X6 III 1.5X3 C' rs T2 ir IN 0 H0308 7612 7612 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.16 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 SEQN: 20560 SPEC Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520006 1100 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1836.05503 Truss Label: KA I GWH 05/09/2024 I > 2 Complete Trusses Required 26114 486 4102 4102 41114 1232 1714 21116 - 26114 Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.090 K 999 240 Loc R+ / R- / Rh I Rw /U I RL M 2598 I- I- /443 I- Lu: NA Cs: NA VERT(CL): 0.224 K 999 180 Snow Duration: Duration: NA HORZ(LL): 0.029 G - - G 3487 I- I- /466 I- I- 1ORZ(TL): 0.071 G - - Creep Factor: 2.0 Wind reactions based on MWFRS M Erg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.699 G Brg Wid = 2.8 Min Req = 1.9 (Truss) TPI Std: 2014 Max BC CSI: 0.676 Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.675 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 WAVE, HS A-B 0 -2163 C-D 0 -2797 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @ 9.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat IC @24" oc with 2-16d Box or Gun nails(0.135'x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 Civ OP B-C 0 -2(8)6 D-E 0 -1888 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp L - K 2793 0 I - H 2747 0 K-J 2747 0 H-G 1825 0 J - I 2747 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-M 0-1219 D-H 0 -1117 A-L 1997 0 H-E 845 0 L-B 433 0 E-G 0 -2329 L-C 0-1034 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an a fabricating, To'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properiy attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing ins"called on the CLR per BCSI sections 83, B7, or B10 as applicable Aoply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information, lAlpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usinwcuepusv Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional natneering responsibility solely-for the design shown. The suitabiIif' and use of this idrawing for any sWucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I 81 1232 8' 432 1714 21116 26114 4102 4102 41114 12 .. C H 4X4 11 26114 Ply 1 Job Number: R3444W_iJV Cust: R 6852 JRet: 1XZ068520006 1102 AVIARA WEST APARTMENTS DrwNo: 129.241458.08399 Truss Label: KB JCJ / GWH 05/08/2024 7612 486 4102 4102 41114 7612 1232 1714 21116 26114 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP.0 Kzt:NA Des Ld: 48.00 Mean Height: 23.50 ft NCBCLL. 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Support end jack extensions on the flat top chord of this truss. Purlins for bracing are required on interior flat chord. Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.076 L 999 240 VERT(CL): 0.187 L 999 180 HORZ(LL): 0.023 H - - HORZ(TL): 0.056 H - - Creep Factor: 2.0 Max TC CSI: 0.961 Max BC CSI: 0.772 Max Web CSI: 0.740 C 58005 * 05/09/2024 OF CAUI`Oie~v * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL N 1319 /- /- /833 /- /112 H 1319 /- /- /793 /- Wind reactions based on MWFRS N Brg Wid = 5.5 Min Reg = 1.5 (Truss) H Brg Wid = 2.8 Min Reg = 1.5 (Truss) Bearing N is a rigid surface. Bearing H Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Cor A-B 1 34 -2038 D-E 232 -2 B-D 176-1855 E - F 131 -1'... Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M-L 2284 -237 J - l 2158 -204 L - K 2158 -204 I - H 1395 -132 K-J 2158 -204 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-N 91 -1252 E - I 103 -923 A-M 1821 -73 I - F 698 0 M-D 108 -564 F-H 169 -1782 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPlStd. 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 'wWAKNINfjww KtAU ANL) F-OLLOW ALL NO I bS ON I Hlb L)I-<AVVlNri' Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating, handlina shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information, by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inaIled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of'truss and position as 4lb shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawino indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites. Alpine: alpineitw.com, TPI tpinst.orgBCA. sbcacornponents.corn ICC: iccsafe.org; AWC: awcorg Glenview, IL 60025 r Ply: 1 Job Number: R3444W_DV Cust. P6852 JRef: 1 XZ068520006 1103 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.15023 Truss Label: KC JCJ / GWH 05/08/2024 5714 11811 1648 217' 26114 5714 6013 4713 528 544 ru3X4 3X4 4X6 I I 4X4 5714 5714 26114 5012 528 "" 5714 11312 1648 217" 26114 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.056 K 999 240 Loc R+ I R- I Rh I Rw 1U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.138 K 999 180 M 1318 I- 1- /787 I- /127 BCDL: 10.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0.015 H - - G 1318 I- I- /771 I- I- EXP: C Kzt: NA Des Ld: 48.00 1ORZ(TL): 0.037 H - - Wind reactions based on MWFRS Mean Height: 23.79 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 M Erg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.481 G Brg Wid = 2.8 Mm Req = 1.5 (Truss) BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.678 Bearing M is a rigid surface. Bearing G Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.740 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HIS VIEW Ver: 23.01 .02.0731.17 Lumber C-D 129-1657 D-E 135 -1653 A - B 77 -1941 E - F 91 -1115 Top chord 2x4 DF-L #2(g) B-C 117 -1824 Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp of 19% prior to installation. L-K 1813 -164 J-1 1687 -141 Plating Notes K-J 1687 -141 I - H 1171 -100 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load A - M 44 -1268 E - H 161 -986 along Bottom Chord, nonconcurrent with design A- L 1820 -26 H - F 1568 -128 gravity loads. D - l 98 -417 F-G 136 -1276 l - E 713 -51 Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Wind ESSI Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. \\ \ 05/09/2024 111 CIV OF CAU ' WAKNINL I(L'\L) ANL) t-OLLUVV ALL Ni.) I tj UN I HIZJ UF\vViNLd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an a fabricating, for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Drqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in1aIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Aeply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover pa ae listing this drawina indicates acceptance of professional .enamneprmng responsibility solelylor the design shown. The suitability and use of tii 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 PI P 1114X4 8X8 3X4 3X64X6 1111.5X3 = 6X8 I III 3X6 SEQN. 20616 CHIP Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520006 T101 FROM AVIARA WEST APARTMENTS DrwNo 13024 183645650 Truss Label: LA / GWH 05/09/2024 I 2 Complete Trusses Required 71111 1239 1722 22011 26114 33412 71111 4314 4109 4109 4109 658 12 3X6 4 c 3X4 3X4() 1111.5X3 6X8 P: T3 4X4 i-I 7612 26114 4813 4109 4109 658 4109 658 7612 1239 1722 22011 26114 33412 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lfdefl LI# Gravity Non-Gravity TCDL' 18.00 Speed: 95 mph Pf: NA Ce' NA VERT(LL): 0.088 C 999 240 Loc Ri- I R- / Rh / Rw I U / RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL). 0.211 C 999 180 P 2688 I- I- /319 I- I- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 I - - J 7006 I- I- /675 I- I- EXP: C Kzt: NA Des Ld: 48.00 IORZ(TL): 0.042 I - - I - 1-1041 I- I- /101 I- Mean Height: 23.16 ft NCBCLL: 0.00 Building Code. Creep Factor: 2.0 Wind reactions based on MWFRS TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.840 P Brg Wid = 55 Mm Req = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.617 J Brg Wid = 5.5 Min Req = 3.4 (Truss) I Brg Wid = 2.8 Min Req = 1.5 Spacing: 240" C&C Dist a: 3.34 ft Rep Fac: No Max Web CSI: 0.863 Bearing P is a rigid surface. Loc. from endwall: Any FTIRT:8(0)/10(0) Bearings J & I Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver. 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Loading Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) #1 hip with 7-11-11 setback supports jack trusses or B - C 0 -2134 E - F 0 -1959 T3 2x4 DF-L #1&Bet.(g): rafters and joists. Corner(s) framed with a hip rafter A - B 0 -2281 F - G 1451 0 Bot chord 2x4 DF-L #2(g) supporting corner rafters or jack top chords. Corner C - D 0 -2494 G - H 1451 0 Webs 2x4 DF-L Standard(g) jack bottom chords or ceiling joists span between this D-E 0-1959 Lumber shall be dried to a maximum moisture content truss and the end wall. of 19% prior to installation Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Spacing of supports originates from #1 hip. Attach 2x4 Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3', mm. nails lateral bracing to flat TC @24" oc with 2-16d Box or 0-N 2516 0 L - K 646 0 Top Chord 1 Row @750" o c Gun nails(0.135"x3.5",min.) and diagonally brace per N - M 2041 0 K - J 646 0 Bot Chord 1 Row @12.00" o c DWG. BRCALHIP0118. Support hip rafter with M - L 2041 0 Webs : 1 Row @ 4" o c cripples at 5-7-14 oc. Use equal spacing between rows and stagger nails Truss checked for 250# movable concentrated load in each row to avoid splitting, along Bottom Chord, nonconcurrent with design Maximum Web Forces Per Ply (Ibs) oravity loads. Additional Notes Webs Tens.Comp Webs Tens. Comp. Plating Notes Connectors in green lumber (g) designed using Negative reaction(s) of -1041# MAX. from a non-wind A-P 0-1263 L - F 1714 0 A-0 2123 0 F - J 0 -2685 NDSITPI reduction factors, load case requires uplift connection. See Maximum ,. Reactions. 0-C 0 -506 G-J 7 -765 ) I )iLS) require special pUSIUQIlIFly. NUTI LU scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 05/09/2024 CIF * N-D 595 0 J - H 0 -1715 D-L 0-955 H - I 581 0 VVAKNIN(j t<IAU P,NU i-ULLUVV ALL NU I UN I i1i ui<AvviN( Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatino handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ApIy plates to each face oflruss nd position as 1.41161111,11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwCOMPANY truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paqe listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 1106 AVIARA WEST APARTMENTS DrwNo: 12924.1458.16274 Truss Label: LB . JCJ / GWH 05/08/2024 8' 12113 1706 211015 2698 33412 8' 4113 4109 4109 4109 674 12 c 4X4 =3X4 3X4 4Xi03X6 1111.5X3 E4X4 o 5X6 Z __________ 1114X4 8X8 E3X4 3X64X4 1111.5X3 4X10 1113X6 26114 658 7612 471 4109 4109 4109 674 7612 12113 1706 211015 2698 33412 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.061 D 999 240 Loc R+ / R- I Rh / Rw / U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.150 D 999 180 Q 1163 I- 1- /737 I- /108 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.013 J - - K 2461 I- 1- /1488 I- I- EXP: C Kzt: NA Des Ld: 48.00 -IORZ(TL): 0.031 J - - J 43 1-465 1- I- /229 I- Mean Height: 0.00 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.873 0 Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Max BC CSI: 0.772 K Brg Wid = 5.5 Min Req = 2.3 (Truss) J Brg Wid = 2.8 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.621 Bearing 0 is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings K & J Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Negative reaction(s) of -465# MAX. from a non-wind A - B 68 -1734 F - G 1004 -48 Ti 2x4 DF-L #i&Bet.(g); load case requires uplift connection. See Maximum B - D 116 -1569 G - H 1004 -48 Bot chord 2x4 DF-L #2(g) Reactions. D - E 126 -1784 H - I 1004 -48 Webs 2x4 DF-L Standard(g) E - F 81 -1435 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on P-0 1797 -132 M - L 510 -31 member. O- IN 1484 -88 L - K 510 -31 N-M 1484 -88 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-Q 43-1096 F-K 101 -1938 Truss checked for 250# movable concentrated load A - P 1527 0 H - K 106 -523 along Bottom Chord, nonconcurrent with design 0- E 456 -49 K-1 57 -1182 gravity loads. E-M 103 -670 l-J 515 0 Purlins ESSI M - F 1215 -65 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C No. C 58005 member design. Left end vertical exposed to wind pressure. Deflection * 05/09/2024 * meets 11360. Right end vertical not exposed to wind pressure. rr Wind loading based on both gable and hip roof types. VVMNI'lII'II., rct#kli MINU r ULLUVV ALL NU i t UN i iR U.P,VVIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) ffir satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous raterab restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3 B7, or B10 as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover pace listing this drawina ' indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Oesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T109 AVIARA WEST APARTMENTS DrwNo: 129.24.145815867 Truss Label: LC JCJ / GWH 05/08/2024 596 111111 1671 213 A. 26114 3012 33412 596 625 476 529 141 521 31 3310 v4X4 3X4 6X8 =3X6 III 1.5X3 4X4 III 1.5X3 C 12 3 3X4 5X6 5x, IV zo A II 0 P 0 NM L K 114X4 1115X6 3X8 4X6 III 1.5X3 5X8 1113X6 3X6 26114 658 596 596 505 521 521 658 596 11612 1671 2193 26114 33412 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.061 0 999 240 Loc R+ / R- / Rh / Rw / U / RL Q 1317 I- I- /124 /- I- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL). 0.140 0 999 180 BCDL. 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.017 K - - K 3880 I- /- /263 I- Des Ld 48.00 EXP: C IIINA HORZ(TL): 0.038 K - - J - /-684 I- I- /48 Building Code: NCBCLL: 0.00 Mean Height: Height: 23.83 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL 108 psf BCDL 6 0 psf CBC 2022 Max TC CSI: 0.881 Q Brg Wid = - Mm Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.705 K Brg Wid = 5.5 Min Req = 3.8 (Truss) J Brg Wid = 2.8 Min Req = 1.5 Spacing. 24.0" C&C Dist a: 3.34 ft Rep Fac: No Max Web CSI 0.907 Bearings K & J Fcperp = 625p5i. Loc. from endwall: NA FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 23.01.02.0731.17 Chords Tens.Comp. Chords Tens, Con Lumber Wind C-D 0-1645 E-F 1163 Top chord 2x4 DF-L #2(g) Wind loads and reactions based on MWFRS. A - B 0 -1954 F - G 1163 0 Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. B - C 0 -1868 G - H 1163 0 Webs 2x4 DF-L Standard(g) Wind loading based on both gable and hip roof types. D - E 0 - 1582 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Bracing Negative reaction(s) of -684# MAX. from a non-wind Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on load case requires uplift connection. See Maximum Reactions P -0 1823 0 M - L 683 0 member. 0-N 1629 0 L-K 683 0 N-M 1629 0 K-J 0 -533 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Hangers shall be installed Webs Tens.Comp. Webs Tens Comp after lumber has air-dried to 19% or less moisture content. A - Q 0 -1267 E - K 0 -2617 A-P 1827 0 G-K 9 -677 Loading D-M 0 -835 K-H 0 -1399 Use this design for common hip trusses @ 24.0 oc. M - E 1303 0 H - J 998 0 Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 It to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @24" oc with 2-16d Box or Gun ,4(0t.0 nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load No. C 58005 along Bottom Chord, nonconcurrent with design 1' gravity loads. t *" 05/09/2024 Purlins " In lieu of structural panels use purlins to brace all flat TC @ 24" oc. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) 65'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer JBI Unless noted oTherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face oftruss and position as 11411116111., installed with the Joint Details, Refer to drawings 160Afor Refer to General shown above and on unless noted otherwise. -Z standard plate positions. Notes page for additional information. job's ALPINE Alpine a division of IflN Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY installation bracina A this drawing truss it conformance with ANSIITPI 1 or for handling, shipping,, and of trusses. seal on or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 'Designer 1 North Building, 4th Floor drawing for any sFr'ucture is the responsibility of the Building per ANSIITPI Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 20701 CHIP Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520006 T125 FROM: AVIARA WEST APARTMENTS DrwNo 130.24.1836.53137 Truss Label: MA / GWH 05/09/2024 I 2 Complete Trusses Required 3911 8'3"5 121" 3911 4510 3911 12 4 u4XA 121" 3412 538 3412 3412 884 121" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.026 G 999 240 Lu: NA Cs: NA VERT(CL): 0.062 G 999 180 Snow Duration: NA HORZ(LL): 0.007 B - - ttORZ(TL): 0.016 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.639 TPI Std: 2014 Max BC CSI: 0.501 Rep Fac: No Max Web CSI: 0.579 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 lA!A\IP Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.97 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(9) Bot chord 2x8 DF-L SS(g) Webs 2x4 DF-L Standard(g) W2, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote NaiLSchedule:0. 131 "x3", mm. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 3 Rows @ 3.75" o.c. (Each Row) Webs : 1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading #1 hip with 3-9-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24' oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL H 6744 I- I- /580 1- 1 4848 I- I- /417 1- /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Reg = 3.6 (Truss) I Brg Wid = 5.5 Min Reg = 2.6 (Truss) Bearings H & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 0-2448 C-D 0 -2037 A-B 0-2611 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G-F 1920 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 0-3049 G-C 653 0 A-G 3278 0 F-D 2608 0 G-B 521 0 D-E 0 -2466 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. No C 58005 Left end vertical exposed to wind pressure. Deflection meets LJ360. Right end vertical not exposed to wind pressure. * 05/09/2024 Wind loading based on both gable and hip roof types. VVNNIN( NAU P,NU EOLLOVV ALL Ni.) I tb ON I Nib Ut<AVVINtj! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ano'SBCA) fô) sa.ety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply to each face ofruss and as plates position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General INotes page for additional information. _iL...Pi rJ E lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in ANSI/TPI 1 for handling installation bracing A conformance with or shipping, and of trusses. seal on this drawing or cover page I listing this drawing indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitabilif' and use of this 155 Harlem Ave North Building, 4th Floor drawing for is the the Build ing"Designer ANSI/TPI 1 Sec.2. any structure responsibility of per I For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# Pf: NA Ce: NA VERT(LL): 0.030 F 999 240 Lu: NA Cs: NA VERT(CL): 0.072 F 999 180 Snow Duration NA HORZ(LL): 0.007 B - - HORZ(TL). 0.017 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.386 TPI Std: 2014 Max BC CSI: 0.446 Rep Fac: Varies by Ld Case Max Web CSI: 0.900 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 02.0731.17 Loading #1 hip with 3-9-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG 8RCALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 OF CALAAIF~0/ * SEQN: 20706 SPEC Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T126 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1837.01777 Truss Label: NA / GWH 05/09/2024 I . 2 Complete Trusses Required 3'9"11 7'8"8 121" 3911 31013 4'4"8 12 4 r" -4X4 — R 3X4 5X8 121" 3412 43 "8 12 448 3412 7'8 121" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld. 48.00 Mean Height: 23.97 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x8 DF-L SS(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @11.00" o.c. Bot Chord 3 Rows @ 3.75" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purhns to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL H 4560 I- I- /389 I- I- I 7180 I- I- /601 I- Wind reactions reactions based on MWFRS H Brg Wid = 5.5 Min Req = 2.4 (Truss) I Brg Wid = 5.5 Min Req = 3.8 (Truss) Bearings H & I are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0-1773 C-D 0 -2 B - C 0-10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 2399 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - H 0 -2085 F - D 3257 0 A-G 2215 0 D-E 0 -2337 G-C 0 -998 WAKNINti AU ANL) I-L)LLOW ALL NO I tti ON I MIS LM-<AWINU! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins"lalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as 4tIu shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of IT Buildina Components Group Inc. shall not be resøonsible for any deviation from this drawing, anyfailure to build the uurrwcoerunr I truss in conformance with ANSITTPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilityand use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents corn; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 20710 CHIP Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T128 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241838 12100 Truss Label: NB / GWH 05/09/2024 I " 2 Complete Trusses Required 3911 788 121" 3911 31013 448 12 4 o4X6 B =3)4 5X8 3412 4312 448 3412 788 12"1" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# P1: NA Ce: NA VERT(LL): 0.028 C 999 240 Lu: NA Cs: NA VERT(CL): 0.068 C 999 180 Snow Duration: NA HORZ(LL): 0.009 B - -IORZ(TL): 0.021 B - Building Code: Creep Factor. 2.0 CBC 2022 Max TC CSI 0.338 TPI Std: 2014 Max BC CSI: 0.785 Rep Fac: No Max Web CSI: 0.522 FT/RT:8(0)I10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.97 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 78 plf at 0.00 to 78 p11 at 3.81 TC: From 35 plf at 3.81 to 35 p11 at 3.83 TC: From 69 p11 at 3.83 to 146 p11 at 7.81 TC: From 146 p11 at 7.81 to 146 p11 at 12.08 BC: From 28 p11 at 0.00 to 28 plf at 4.17 BC: From 644 plf at 4.17 to 644 plf at 11.08 BC: From 28 plf at 11.08t0 28 pllat 12.08 TC: 238 lb Conc. Load at 3.81 BC: 2752 lb Conc. Load at 1.33, 3.33 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. 121" Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. NoC 58005 * 05/09/2024 CIV or A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw IU IRL H 6918 I- I- /592 I- /85 I 4770 I- I- /394 I- Wind reactions reactions based on MWFRS H Brg Wid = 5.5 Min Reg = 3.7 (Truss) I Brg Wid = 5.5 Min Reg = 2.5 (Truss) Bearings H & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 80-2189 C-D 73 -2105 A-B 66-2335 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G-F 2139 -80 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - H 57 -2780 C - F 98 -462 A-G 2952 -42 F-D 2860 -98 G-B 666 -28 D-E 100 -2088 VVMNNIN NCP,L) /SNU ULLUVV ALL NW I UN I r1lb UI-WkVVINj! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing ner BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each lace of rtruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine,a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the AN mN COMPANY Itruss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina ' indicates acceptance of professional engipeRring responsibility solely-for the design shown. The suitabiIif' and use of is 155 Harlem Ave drawing for any srructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T142 AVIARA WEST APARTMENTS DrwNo: 129.241458.08961 Truss Label: PA JCJ / GWH 05/08/2024 1108 15941 2104 214 71012 p74 138' 2059 2159 281013 30108 71012 3I8 278 485 I' 754 1'11"1 4X4 0 12 H #/5X8 12 ~15X4 J T2 I- 3X4 M N///4X6 1 4X10 EF I G I_ W2 p 5X6 6Xl0 4X4 10X10 8X10 4X4 85X8 111304 3i4:—:- 3X4 4X6 30108 31012 788 I 1941 485 I 6315 41" 31012 111012 138" 2059 2698 30108 I 2141 1594 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.372 K 996 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.857 K 432 180 X 1430 /- /- /831 /7 /137 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.097 0 - - P 1442 I- /- /834 EXP:C Kzt:NA Des Ld: 46 00 HORZ(TL) 0.231 0 - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 X Brg Wild = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.902 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.689 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.852 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT'8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s). I Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 379-2186 I-J 277 -Z Lumber B-C 371 -2187 J - K 287 -Z Purlins Top chord 2x4 DF-L #2(g) C - E 825 -4984 K - L 144 -1588 T2 2x4 DF-L #1&Bet.(g); In lieu of structural panels use purlins to brace D - H 48 -473 K - M 163 -1346 Bot chord 2x4 DF-L #1&Bet.(g) all flat TC @24 oc E - F 831 -5023 M - N 169 -1346 Webs 2x4 DF-L Standard(g) W2, Brace interior top chords of all trusses F - G 812 -4769 N-0 161 -1371 W14 2x4 DF-L #2(g); with purlins at 240/c. H - I 16 -474 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens Comp Chords Tens. Comp. Connectors in green lumber (g) designed using W - V 3998 -499 T - S 4698 -634 NDSITPI reduction factors. V - U 3997 -499 S - R 2798 -278 All plates are 1.5X3 except as noted U - T 5034 -670 R -0 1508 -174 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens Comp Webs Tens Comp live load. Truss checked for 250# movable concentrated load A - X 267 1397 0 - I 523 -3038 along Bottom Chord, nonconcurrent with design A - W 2553 -446 G - S 630 3575 gravity loads. W-C 352-2072 I-S 3041 -476 -U C 1206 -177 S-J 140 -940 D-E 124 -834 R-L 1366 -102 Wind - D - G 1000 -130 L - Q 187 -1068 Wind loads based on MWFRS with additional C&C U - F 116 -538 0-0 1762 -192 member design. F-T 56 -616 0-P 156 -1388 End verticals not exposed to wind pressure. No. C 5 005 T-G 518 -31 11 Wind loading based on both gable and hip roof types. 05/09/2024 Deflection / Max JT VERT DEFL: LL: 0.32" DL: 0.46. See detail DEFLCAMB1014 for camber recommendations. OF CAL1F Provide for adequate drainage of roof. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with and position as 141116111 diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of'truss shown above and on unless noted otherwise. -Z standard plate positions. to General the Joint Details, Refer to drawings 160Afor Refer Notes page for additional information. job's i..pi r.i E Alpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any drawing, failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability or cover pa ae 155 Harlem Ave and use of this North Building, 4th Floor drawing for any sf'r'ucture is the responsibility of the Building iDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orct Glenview, IL 60025 Ply: I Job Number: R3444W_DV Cost: R6852 JRet:1XZ068520006 T143 AVIARA WEST APARTMENTS DrwNo: 129 24.1458.13227 Truss Label: PB JCJ I GWH 05/08/2024 1108 1594 209 2104 2412 1' 71012 p'"4 1348 19'59 261013 30108 71012 38 24' 385 654 31111 ru4X4 12 ~,IX8 1111.5X3 5X6 6X10 1111,5X3 m4X4 10X10 8X10 m4X6 ru06 30'108 31012 788 1'5"1 485 6'3"15 41" 31012 111012 13'4' 2059 2698 30108 2412 1594 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.45 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.298 0 999 240 Loc R+ R- IRh IRw /U /RL I Lu: NA Cs: NA VERT(CL): 0.695 D 533 180 W 1430 I- I- /829 /5 /137 Snow Duration: NA HORZ(LL): 0.063 A - - 0 1442 I- I- /836 I- I- 9ORZ(TL): 0.146 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 20 W Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.824 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.691 Bearing 0 is rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.881 Bearing W Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02 0731 17 A-B 380-2186 H-I 20 -495 Purlins B-C 372 -2187 I-J 277 -2257 In lieu of structural panels use purlins to brace C - E 828 -4955 J - K 136 -1365 all flat TC @ 24" oc. D - H 46 -458 J - L 155 -1052 Brace interior top chords of all trusses E - F 834 -5024 K - M 157 -1860 with purlins at 24" 0/c. F - G 815 -4775 L - N 139 -1144 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 3997 -501 S-R 4705 -638 U-T 3997 -501 R-Q 2634 -257 T-S 5036 -673 Q - P 1116 -109 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 267-1397 G-1 541 -3140 A-V 2552 -447 G-R 625 -3533 V-C 353-2071 I - R 2861 -453 C-T 1204 -178 R-K 103 -687 D-E 124 -828 Q-M 1533 -144 D-G 976 -127 M-P 151 -874 T-F 116 -536 P-N 1430 -133 F-S 55 -621 N-O 154 -1431 S-G 509 -29 NoC 58005 * 05/09/2024 * -WARNING- READ AND FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an5'SBCA) fr satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per SCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN — COMPANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this arawin9 or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of s-ne 155 Harlem Ave drawing for any sFructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; IC C: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.311 J 999 240 VERT(CL): 0.723 J 512 180 HORZ(LL): 0.064 A - - HORZ(TL): 0.148 A - - Creep Factor: 2.0 Max TC CSI: 0.817 Max BC CSI: 0.691 Max Web CSI: 0.919 Ver: 23.01 .02.0731.17 Y 1430 I- I- /828 /5 /137 Q 1445 I- I- /837 I- Wind reactions reactions based on MWFRS Y Brg Wid = 4.0 Min Req = 1.5 (Truss) Q Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing Q is a rigid surface. Bearing Y Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Cor A-B 383 -2187 l - J 273 -2 B-C 375-2188 J - K 118 -i: C-E 837 -4971 J - L 185 -1107 D-H 43 -438 K-M 105 -1336 E - F 843-5028 L-O 182 -1138 F-G 827-4791 M-N 119 -1363 H - I 25 -522 0-P 153 -1230 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp X-W 3998 -505 U-T 4723 -649 W-V 3997 -507 T-S 2350 -213 V-U 5042 -683 S-R 1182 -117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 269-1397 U-G 499 -27 A - X 2553 -450 G - I 572 -3277 X-C 356-2071 G-T 623 -3490 C-V 1214 -182 I-T 2558 -403 D-E 123 -816 S - N 1226 -93 D-G 940 -122 N-R 143 -797 V-F 118 -541 R-P 1413 -133 F-U 52 -609 P-Q 159 -1417 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef. 1XZ068520006 T144 AVIARA WEST APARTMENTS DrwNo 129.24.1458.12805 Truss Label: PC JCJ / GWH 05/08/2024 11'0118 1594 2104 2412 71012 p'"4 1348 17'5"f 2059 241013 30108 71012 38 24" 1851 3' 454 51111 4X4 0 12 5X6 6X10 —4X4 —10X10 8X10 06 3X4 3X4 30108 31012 788 1'5"1 48'S 31012 111012 13'45 2059 2412 1594 I 0 C4X4 1113X4 4X6 A 6315 41' 2698 30108 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh / Rw /U / RL Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, Purlins T3 2x4 DF-L #1&Bet.(g); In lieu of structural panels use purlins to brace Bot chord 2x4 DF-L #1&Bet.(g) all flat TC @ 24" oc. Webs 2x4 DF-L Standard(g) W2, Brace interior top chords of all trusses W14 2x4 DF-L #2(9); with purlins at 24" 0/c Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C % member design. End verticals not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. \ Deflection *" 05/09/2024 Max JT VERT DEFL: LL: 0.27' DL: 0.40". See detail DEFLCAMB1014 for camber recommendations. civit- Provide for adequate drainage of roof. F CAtJ '% 9 "WAKNINU I-<AD AND i-OLLOVV ALL NO I tb ON I I11 DI'(AvViNOI inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous teral restraint CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as 10111116111,,-, S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of 11W BuiIdingComponents Group Inc shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing emAve drawing for any sFructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520006 T145 AVIARA WEST APARTMENTS DrwNo 129.24.1458.13648 Truss Label: PD JCJ / GWH 05/08/2024 1108 1659 2104 311 71012 p'4 1348 231013 257'f 30108 71012 38 24 754 1871 R4X4 D 12 12 05 \\F K T2 0 6 4X4 c E - 5X6 6X1O m4X4 1OX1O m6X10 4X6 C4X4 I113X4 m3X4m3X4 m4X6 30108 31012 788 1'5"1 485 6315 41 31012 111012 134' 2059 2898 30108 38 2412 1594 Wind Criteria Wind Std: ASCE 7-16 Speed 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.55 ft TCDL: 10.8 psf BCDL: 4.8 psI MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 6.47 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psI non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.39". See detail DEFLCAMB 1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.296 D 999 240 Loc R+ / R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.678 D 546 180 V 1430 I- I- /827 /4 /137 Snow Duration: NA HORZ(LL): 0.062 A - - Q 1445 I- I- /838 -IORZ(TL): 0.145 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.824 Q Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.690 Bearing Q is a rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.984 Bearing Y Fcperp = 625psi. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02.0731.17 A-B 383 -2187 I-J 266 -2092 Purlins B-C 375-2188 J - K 137 -1193 C-E 839-4958 J - L 206 -1134 In lieu of structural panels use purlins to brace D - H 51 -445 K - M 98 -1159 all flat TC © 24" oc. E - F 845 -5026 L -0 203 -1202 Brace interior top chords of all trusses F - G 828 -4780 M - N 112 -1170 with purlins at 240/c. H - I 32 -525 0- P 155 -1241 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 3998 -508 U-T 4710 -649 W-V 3996 -506 T-S 2192 -187 V-U 5039 -684 S-R 1176 -114 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 269-1397 U-G 512 -29 A - X 2553 -451 G - I 570 -3255 X - C 357 -2072 G - T 623 -3479 C-V 1210 -162 l-T 2423 -380 D-E 125 -826 S-N 1081 -100 D- G 956 -130 N-R 144 -805 V-F 119 -540 R-P 1433 -137 F-u 54 -622 P-Q 159 -1419 No .'C 58005 * 05/09/2024 * QFCALA Loading Criteria (psi) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" VVMNII'IU" 0tMU P,NL) L,LLL)VV PiLL i'I5) i t UiN I rii UPOP,VViiNt,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anoSBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. unless noted otherwise, top chord shall have oroperly attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint or webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mY COMPANY truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W11, W14 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting, Special Loads (Lumber Dur Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 76 p11 at 0.0010 76 p11 at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 p11 at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1252 -1245 V-U 7091 -2707 Y-X 9176-4980 U-T 2546 -801 X-W 9313-5022 T-S 2546 -801 W-V 8871 -3708 S-R 1193 -303 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A-Z 1129 -2507 W-AG 333 -713 A-Y 5157 -2523 AG-F 337 -736 Y-AB 3215-5415 F-V 1730 -3043 AA-Y 182 -441 V-G 2430 -1390 AA-B 186 -440 G-J 1314 -3795 AB-AC 3117-5249 G-U 2408 -5531 AC- C 2805 -4867 J - U 3378 -1294 AD-C 573 -805 U-K 491 -410 C-AE 1056 -301 S-N 1368 -537 AE-AF 1343 -477 N - R 244 -861 AF-W 1398 -493 R-P 1454 -361 D-E 527-1598 P-0 324 -1300 D-G 2064 -694 Ply: 2 Job Number: R34.44W_DV Cust: R6852 JRef:1XZ068520006 T146 AVIARA WEST APARTMENTS DrwNo. 129.24 1458.13961 Truss Label: PE JCJ / GWH 05/08/2024 2 Complete Trusses Required 11'08 1471 294 12" 7912 5''4 1348 i5''4 2205 248" 30108 7912 58 24" 125 63" 2711 628 56X6 III 1.5X3 12 1111 5X3 6X8 5X10 -_8X16 I W2 AC AA W ______________________ ____________________________ A AE 8' 61 XAD IIi3Xl0 8X16 =3X8 - 3X8 4X612X12 8X12 8X10 3X10 4X6 AH 5X6 05X6 4X6 111308 30108 31012 788 152 224 6615 310" 31012 11'1012 1348 TTi" I 2708 30'iO"8 0 '8 2412 261 424 1594 2059 Snow Criteria (Pg,Pf in PSF) DeflJCSl Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pt: NA Ce: NA VERT(LL): 0.693 D 534 240 Loc R+ / R- / Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.865 D 428 180 Z 5091 /-2243 /2500 /2247 /1988 /1443 Snow Duration: NA HORZ(LL): 0.141 A - - AH 2609 /-57 I- /881 /659 I- 'tORZ(TL): 0.176 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Z Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max IC CSI: 0.839 AH Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.693 Bearing AH is rigid surface. Bearing Z Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI. 0.919 Members not listed have forces less than 3754 FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Cor WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 2189-4475 I-L 280 -1 Loading B - C 2237 -4559 J - K 934 - iL. Truss checked for 250# movable concentrated load C - E 3861 -8931 K - M 655 -1508 along Bottom Chord, nonconcurrent with design D - H 305 -925 L-0 295 -1235 gravity loads. - mon on r,i - Isi cno -1450 F-G 2788 -7279 0-P 305 -1227 H - I 311 -911 Deflection Max JT VERT DEFL: LL. 0.63" DL: 0.16". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" o/c. NoC 58005 * 05/09/2024 OP CAUVOE10 * Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 21727 / COMN Ply 2 Job Number: R3444W_DV Cust. R6852 JRef.1X7068520006 T146 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.13961 Page 2 of 2 Truss Label: PE JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 CIV **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Inland Empire Truss 275 West Rider St require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI anoSBCA) f'r salety practices prior to performing these functions. Installers shall provide temporary. bracing aer BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly Penis CA 92571 (951)300-1759 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with idiagonal bracing insaIled on the CLR per BCSI sections B3, B7, or B10, as applicable. ADply plates to each face of truss and position as Joint Details, shown above and on the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE IAlpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina i or cover paae listing this drawina' indicates acceptance of professional eneering responsibility solely-for the design shown. The suitabilif' and use of this any srructure responsibility of uesigner per 155 Harlem Ave North Building, 4th Floor drawing for is the the Building ANSI/TPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A (Ibs) Maximum Reactions Pg. NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed; 105 mph Pf. NA Ce; NA VERT(LL); 0.680 D 544 240 Loc R+ / R- / Rh / Rw /U / RL Lu; NA Cs; NA VERT(CL); 0.849 D 436 180 AB 5091 /-2243 /2500 /2247 /1988 /1443 Snow Duration; NA HORZ(LL); -0.139 L - - AJ 2609 1-57 /- /881 /659 /- EXP; C Kzt; NA HORZ(TL); 0.174 L - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 AB Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 MaxTC CSI; 0.854 AJ Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std; 2014 Max BC CSI. 0.694 Bearing AJ is rigid surface Rep Fac; Varies by Ld Case Max Web CSI; 0.920 Bearing AB Fcperp = 625p5i. FT/RT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Members not listed have forces less than 375# GCpi' 0.18 Plate Type(s). Chords Tens Comp. Chords Tens. Con WAVE, HS VIEW Ver; 23.01.02.0731.17 A - B 2189 -4474 J - K 921 -if Loading B - C 2237 -4558 K - M 578 -iL Truss checked for 250# movable concentrated load C - E 3863 -8913 L-0 319 -1265 along Bottom Chord, nonconcurrent with design D - G 293 -868 M - N 489 -1240 gravity loads. E - F 3892 -9028 N - P 478 -1259 F-H 2796 -7216 O-Q 317 -1284 G - L 300-1190 O-R 317 -1249 Deflection Max JT VERT DEFL; LL; 0.62" DL; 0.15". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" Pc. Brace interior top chords of all trusses with purlins at 24" 0/c. NoC 58005 * 05/09/2024 * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 1252 -1245 X-W 7023 -2716 AA-Z 9179-4980 W-V 2384 -745 Z-Y 9315-5021 V-U 2384 -745 Y-X 8851 -3711 U-T 1197 -302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-AB 1129-2507 Y-AI 348 -712 A-AA 5157 -2524 Al-F 352 -734 AA-AD 3214 -5420 F-X 1720 -3126 AC-AA 182 -439 X-H 2488 -1380 AC-B 186 -438 H - I 102 -587 AD-AE 3117 -5253 H-J 1227 -3393 AE- C 2805 -4869 H - W 2387 -5727 AF-C 572 -688 J-W 3558 -1266 C -AG 1053 -306 W - K 424 -527 AG-AH 1340 -483 U-P 1201 -476 AH-Y 1395 -500 P-T 242 -864 D-E 538-1650 T-R 1490 -378 D-H 2018 -683 R-S 331 -1311 Ply 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T147 AVIARA WEST APARTMENTS DrwNo: 129.24.148.16478 Truss Label: PF JCJ / GWH 05/08/2024 2 Complete Trusses Required li'08 294 7912 8'"4 1271 2005 T912 58 16/ 754 2 '8" 7•• 5 241 1 12 0.5 8X16 5X1O ill X3 W2 AE AC W q T AB II13X10 - 5X16 6X6 -1.5X4 117 503 12 1111,5X3 06X8 -wzj 4 Th M SH yAl x w v u =4X6 =12X12 i0X12 =SX10 3X10 5X6 11506 1111.503 1111503 1111 503 /fi4X4 N 86 m4X6 II13X8 4X6 30108 31012 788 1512 224 6615 310" 31012 11'1012 1348 1711" 2708 30108 2412 261 4'2"4 1594 20'59 TCLL: 20.00 Wind Std; ASCE 7-16 BCLL: 0.00 Enclosure; Closed BCDL; 8.00 Risk Category; II Des Ld. 46.00 Mean Height; 24.55 ft NCBCLL; 0.00 TCDL' 10.8 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist' 0 to h/2 Spacing; 24.0 C&C Dist a; 6.50 ft Loc. from endwall; Any Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) 81, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W11, W14 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule;0. 131 "x3", mm. nails Top Chord; 1 Row @12.00" o.c. Bot Chord; 1 Row @12.00 o.c. Webs ; 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC; From 76 plf at 0.00 to 76 plf at 13.38 TC; From 78 plf at 13.38 to 78 plf at 29.30 BC; From 16 plf at 0.00 to 16 plf at 27.04 BC; From 4 plf at 27.04 to 4 plf at 29.30 PL; 5000 lb Conc. Load at ( 8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. "WARNING" READ AND bOLLOVV ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing ins'talled on the CLR per BCSI sections B3, B7, or BiD, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANVI truss in conformance with ANSIiTPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paoe 155 Harlem Ave listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this drawing for any st'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.orq; SBCA; sbcacomponents.com; ICC; iccsafe.orq; AWC; awc.orq Glenview, IL 60025 SEQN: 21730 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T147 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.16478 Page 2 of 2 Truss Label: PF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OP CAUIM, 3~~Y~ I Mr-MI.)fr\INL) rULLUVV /ALL iNL) I LIiN I flI L)N.P,VVIINLs Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Semis CA 92571 Component Safety Information by TPI ana'SBCA) br salety practices prior to performing these functions. Installers shall provide temporary 19511300-17w bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I —co—truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building iDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 3X4 87306 504 5508C'i 12 5304 8104 13 -a I 1 BX-BW 590 -595 BO-BM 1681 -1680 BW-BT 568 -555 BM-61 694 -693 BT-BQ 1138 -1125 BH-BF 655 -651 BQ-BO 1356 -1357 BE-BE 564 -564 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. BW-G 477 -500 BF-DG 1555 -1580 P-W 435 -454 DG-DH 1572 -1577 P-BM 438 -467 DH-DJ 1579 -1591 W-BM 333 -408 DJ-BB 1554 -1558 AD-AE 295 -382 BB-BC 1309 -1328 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables lens. Comp. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520006 T148 AVIARA WEST APARTMENTS DrwNo. 129.24.1458.13336 Truss Label: PG JCJ / GWH 05/08/2024 1158 154 21m4 110" 71012 f/8a /)'6"l 18115 2401 30108 71012 59 55"13 5012 6101 il 30108 31012 788 51/ 48"5 31012 111012 1348 2051 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: Il EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.62 ft NCBCLL: 10.00 TCDL 108 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet (g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green (umber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. A Maximum Reactions (Ibs), or *PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL BZ* 195 I- I- /81 /3 /159 BM*144 I- I- /124 /21 BT /-192 /-192 BQ /-185 BP /-134 BJ /-224 BG /-120 BF /-724 BC /-1307 Wind reactions based on MWFRS BZ BrgWid= 187 Min Req= - BM BrgWid = 182 Min Req= - Bearings BZ & BM are a rigid surface. Members not listed have forces less than 375# Maximum lop Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G - J 591 -587 AD-AQ 880 -852 J - M 605 -603 AE-AF 582 -590 L - Q 826 -808 AQ-AX 559 -565 L -AD 629 -815 AX-AY 654 -643 M - N 632 -629 AY-AZ 893 -902 N-P 638 -636 AZ-BA 1156 -1163 Q-W 832 -806 BA-BB 1290 -1293 W-AE 572 -560 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce. NA VERT(LL): 0.012 L 999 240 Lu: NA Cs: NA VERT(CL). 0.028 AK 999 18 Snow Duration NA HORZ(LL) -0.027 AN - -lORZ(TL): 0.031 AN - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.202 TPI Std: 2014 Max BC CSI: 0.221 Rep Fac. Varies by Ld Case Max Web CSI: 0.607 FT/RT:8(0)/10(0) Plate Type(s): WAVE VIEW Ver: 23.01.02.0731.17 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. No C 58005 * 05/09/2024 * Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. per truss in conformance listing this drawing, ir drawing for any sfruc For more information of not be responsible for any deviation from this drawing, any failure to build the g, installation and bracinq of trusses. A seal on this drawing or cover pa gR ering responsibility solely-for the design shown. The suitability and use of this tigner per ANSI/TPl 1 Sec.2. r TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc. Inland Empire Truss 275 West Rider St Perris CA 92571 (951(300-1758 ALPINE AN nW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 21732 / GABL Ply: 1 Job Number: R3444W_DV Oust: R6852 JRef:1XZ068520006 T148 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.1458.13336 Page 2 of 2 Truss Label: PG JCJ / GWH 05/08/2024 Loading CB- B 65 -410 DD-AR 94 -483 Truss transfers a maximum horizontal load of BX-CB 70 -437 DD-BH 118 -615 4555 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2407 180.00 TC 0.00 13.37 2147 180.00 TC 18.94 30.87 4555 147.52 BC 0.00 30.87 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. N&C 58005 U 05/09/2024 1 4civt%) F CALt ' I WAKNINtj" KLAU ANLI frOLLOW ALL NO I L6 ON I HIS L)I<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses requtre extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r saety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI. Unless noted oTherwise, top chord shall have oropertv attached structural sheathing and bottom chord shall have a properly attacheo rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face oflruss and position as s ow above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE (Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY ltruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any srructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T149 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.11442 Truss Label: PH JCJ I GWH 05/08/2024 1108 1594 2104 293 71012 f'4 1301 71012 13.9 i'll" 2055 8' 2574 30108 4 5115 534 4X4 T3 3X4 5X6 mwo -- 4X4m1OX10 8X10 06 ru4X4 III3X4 m3X4ru3X4 4X6 30108 A 31012 789 1'5"2 485 6315 41" 31012 111012 1348 2059 2698 301 49 2412 1594 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL. 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a. 6.47 ft Loc. from endwall Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1 &Bet. (g); Bot chord 2x4 DF-L #1 &Bet.(g) Webs 2x4 DF-L Standard(g) W2, W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25 DL: 0.36'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defh/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.281 D 999 240 Loc R+ I R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL). 0.646 D 573 180 Y 1429 I- I- /824 /2 /137 Snow Duration: NA HORZ(LL): 0.059 A - - 0 1444 I- I- /841 -tORZ(TL). 0.137 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Y Erg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.822 0 Erg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.697 Bearing 0 is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.728 Bearing Y Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Cor WAVE VIEW Ver: 23.01 .02.0731.17 A-B 386-2185 G-L 264 -1 P - C 378 .')IRE i - i 700 -, Purlins C-E 847-4963 J - K 70 -781 In lieu of structural panels use purlins to brace D - G 51 -449 K - M 36 -738 all flat TC @24" oc. E - F 853 -5021 L-0 251 -1341 Brace interior top chords of all trusses F - H 834 -4772 M - N 54 -758 with purlins at 24" o/c. G - I 582 -179 0- P 159 -1276 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 3994 -513 U-T 4703 -656 W-V 3994 -513 T-S 1843 -137 V-U 5033 -692 S-R 1191 -119 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 271 -1396 H - I 210 -821 A-X 2551 -454 H-J 424 -2579 X-C 360 -209 H-T 719 -3893 OFESS! C - V 1209 -185 J - T 2676 -446 D-E 127 -824 S-N 740 -51 -H 967 -135 N-O 146 -476 V F 119 -534 N-R 149 -839 F-U 57 -620 R-P 1502 -146 158 -1423 8005 U -H 503 -30 P - Q * 05/09/2024 * IV V- ~~~COPCAILI 0~v WAKNIN(j i-<AU ANU -OLLOW ALL NO I tj ON I Nili UI<AVVINO1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handIin, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections P3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuiIdinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of fl-us ar em ye drawing for any srructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 C04 13 v3X4 D 12 3X43X4 4X6 30108 Y Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520006 T150 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.16355 Truss Label: PJ JCJ / GWH 05/08/2024 1108 159" 2104 193 71012 4 1401 2155 2574 30' 108 7'10"12 13.8 2119 58" 4115 534 31012 788 15112 485 65 41 8 301 " 31012 111012 1348 2059 2'6N'08 2412 42"4 1594 Loading Criteria (pot) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 CF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.37. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.281 D 999 240 Loc R+ / R- / Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.645 D 574 180 Y 1430 I- I- /825 /3 /137 Snow Duration: NA HORZ(LL): 0.059 A - - 0 1445 I- I- /840 I- I- HORZ(TL): 0.137 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.811 Q Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.697 Bearing Q is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.787 Bearing V Fcperp = 625psi. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02.0731.17 A-R 389 -9187 i - i 940 -1107 Purlins In lieu of structural panels use purlins to brace C - E 859 -4974 K - M 53 -823 all flat TIC @24" cc. D - H 56 -.487 L-0 240 -1315 Brace interior top chords of all trusses E - F 866 -5031 M - N 69 -831 with purlins at 24" 0/c. F - G 848 -4799 0- P 158 -1269 l-J 662 -207 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 3997 -543 U-T 4731 -691 W-V 3997 -543 T-S 1907 -140 V-U 5044 -726 S-R 1178 -114 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 273-1397 G-H 158 -592 A - X 2554 -458 G - J 475 -2806 X-C 365-2070 G-T 711 -3760 C-V 1218 -191 J-T 2536 -422 D-E 128 -806 S-N 808 -69 D-G 1007 -141 N-0 131 -413 V-F 121 -539 N-R 147 -829 F-U 54 -601 R-P 1486 -143 U-G 488 -27 P-Q 159 -1425 C 58005 05/09/2024 * or CAOIF~ VVMNNlNU I'1J",U P,NU OLLOVV ALL NO i tb ON I r1lb UNAVVIN(.5! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) th'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1759 bracing cer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intaIIed on the CLR per BCSI sections B3, B7, or 610, as applicable AopIy plates to each face of truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildinc Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing, or cover pace listing this drawing indicates acceptance of professional engjpeering responsibility 501e1yf0r the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T151 AVIARA WEST APARTMENTS DrwNo 12924 1458 11992 Truss Label: PK JCJ / GWH 05/08/2024 1108 1601 2104 279 71012 K2'4 1348 2355 2574 30108 71012 38 24" 754 2115 534 R4X4 D 12 I l,5X4t4 H 8X8 '3X4 4X4 12 0 5 K T2 t 9 4X4 —4X8 —4X10 T q m5X6 m6X10 m4X4 --10X10 m6X10 4X6 4X4 I1I3X4 m3X43X4 m4X6 30108 31012 788 1'5"1 485 6315 41 31012 111012 13'48 2059 2698 30108 38 2412 4H2..4 1594 Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.292 D 999 240 Loc R+ R- Rh / Rw /U / RL / I BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.667 D 555 180 Y 1430 I- I- /826 /4 /137 BCDL: 8.00 Risk Category: II Snow Duration' NA HORZ(LL): 0.061 A - - 0 1445 I- I- /838 I- Des Ld 46,00 EXP: C Kzt NA 9ORZ(TL): 0.143 A - - Wind reactions based on MWFRS Mean Height 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.826 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 4 8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI 0.691 Bearing Q is a rigid surface. Bearing Y Fcperp = 625p5i Spacing: 24.0 C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.972 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration' 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Lumber A-B 384 -2187 l - J 261 -21 Purlins B-C 376 -2188 J - K 131 -1. Top chord 2x4 DF-L #2(g)T2, C - E 840 -4989 J - L 216 -1153 T3 2x4 DF-L #1&Bet.(g); In lieu of structural panels use purlins to brace D - H 52 -447 K - M 86 -1076 Bot chord 2x4 DF-L #1&Bet.(g) all flat TC @24 oc. E - F 846 -5027 L -0 212 -1234 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g), Brace interior top chords of all trusses F - G 829 -4783 M - N 99 -1082 Lumber shall be dried to a maximum moisture content with purlins at 240/c. H - I 27 -515 0- P 156 -1248 of 19% prior to installation Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. X - W 3998 -510 U - T 4714 -651 All plates are 1.5X3 except as noted. W - V 3998 -510 T - S 2122 -176 V-U 5040 -686 S-R 1171 -112 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design A - Y 269 -1397 U - G 509 -28 gravity loads. A - X 2553 -461 G-1 565 3225 X - C 358 -2072 G - T 628 -3501 ESSI C-V 1211 -183 l-T 2392 -374 Wind - E - G 125 -824 958 -133 S - N N-R 1020 -94 Wind loads based on MWFRS with additional C&C 144 -809 member design. 119 -540 R-P 1446 -139 53 -619 P-Q 159 -1422 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection \\ *\ 05/09/2024 111 Max JT VERT DEFL: LL: 0.26' DL: 0.39'. See detail DEFLCAMB1014 for camber recommendations. 1 Provide for adequate drainage of roof. OF k7~ CALt ' VVP.NNINI.d t1tP,L) ktNU IULLUVV ALL NU i tZ> UN i N16 UtV5VViN0.,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing 1n5ta11ed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the sscuepasn I truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing, or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely Tar the design shown. The suitabili and use of 155 Harlem Ave North Building, 4th Floor drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T152 AVIARA WEST APARTMENTS DrwNo: 129 24.1458.14555 Truss Label: PL JCJ / GWH 05/08/2024 1108 1594 2059 2104 2412 258 71012 f2"4 1348 181 2555 30108 71012 131.8 24' 2213 41112 553 m4X4 D 12 I 34 H /1I6X6 K X4 e40 W2 Z, --5X6 __6x10 m4X4 m10X10 m8X10 m4XUT S6 4X4 1113X4 m3X4m3X4 =4X6 30108 31012 78 15'1 485 6315 I 31012 11108 12 13'4' 2059 2698 30108 38 2412 424 1594 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) 12, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.40". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl ij# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.305 J 999 240 / Loc R+ R- /Rh IRw /U /RL Lu: NA Cs: NA VERT(CL): 0.694 D 534 180 Y 1430 I- I- /828 /5 /137 Snow Duration: NA HORZ(LL): 0.064 A - - 0 1445 1- 1- /837 I- I- HORZ(TL): 0.149 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max IC CSI: 0.819 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.691 Bearing Q is rigid surface. Bearing Y Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.913 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02.0731.17 A-B 382-2187 l-J 276 -2194 Purlins B-C 374 -2188 J - K 125 -1307 C-E 836-4970 J - L 177 -1106 In lieu of structural panels use purlins to brace D - H 44 -442 K - M 122 -1417 all flat TIC @24"oc. E-F 842 -5028 L-O 172 -1110 Brace interior top chords of all trusses F - G 825 -4787 M - N 138 -1463 with purlins at 24" p/c. H - I 24 -518 0- P 152 -1230 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp X-W 3998 -506 U-I 4719 -647 W-V 3998 -506 T-S 2434 -228 V-U 5041 -681 S-R 1179 -117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 269-1397 G-1 566 -3252 A - X 2553 -450 G -1 623 -3495 X-C 356 -2071 l-T 2637 -417 C-V 1213 -182 T-K 60 -445 D-E 124 -819 S - N 1308 -108 D-G 948 -124 N-R 142 -795 V-F 118 -540 R-P 1412 -132 F-U 53 -612 P-Q 159 -1418 U-G 502 -28 No C 58005 * 05/09/2024 civill- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)350-1759 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this lrawino or cover paoe listing this drawina indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Deflection Max JT VERT DEFL: LL: 0.70" DL. 0.17". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc Brace interior top chords of all trusses with purlins at 24" 0/c. No C 58005 05/09/2024 C p CAL2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y - X 1252 -1245 U - T 7045 -2709 X-W 9178-4980 T-S 3282 -975 W-V 9315 -5022 S-R 3282 -975 V-U 8857-3709 R-Q 1249 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 1129-2507 V-AF 335 -714 A-X 5157 -2523 AF-F 339 -737 X-I6A 3215-6419 F-U 1729 -3096 Z-X 182 -440 U-G 2493 -1384 Z-B 186 -439 G - l 1312 -3836 AA-AB 3117-5252 G-T 2436 -5430 AB- C 2805 -4868 I - T 3860 -1364 AC-C 573 -887 T-J 66 -425 C -AD 1055 -306 R - M 2057 -862 AD-AE 1342 -482 M-Q 271 -977 AE-V 1397 -499 Q-0 1515 -383 D-E 536-1638 0-P 316 -1252 D-G 2098 -704 Ply: 2 Job Number: R3444W_DV Cust: R 6652 JRef: 1 XZ068520006 T153 AVIARA WEST APARTMENTS DrwNo: 12924.1458.13664 Truss Label: PM JCJ I GWH 05/08/2024 I 2 Complete Trusses Required 1108 1594 294 2412 7912 8?"4 1348 2031 2785 30108 7912 58 24 4513 754 323 6X6 D 12 12 05 J —1,5X4 III 1.5X3 8X 16 0 T1 c 41111,5"X3 I i 1 1 AD AE :F T I 66 IIl3X10 6X16 308 —358 4X6 12X12 8X12 8X10 e3X10 I4X6 1113X8 H0508 5X6 11506 =4X6 30108 31012 788 151? 224 6615 310' 31012 111012 1348 •1:T11IA I 2708 32108 2412 261 V24 1594 2059 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, 66 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W11, W14 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC. From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 plf at 0.00 to 16 plf at 27.04 BC: From 4 plf at 27.04 to 4 plf at 29.30 PL: 5000 lb Conc. Load at (8.23,22.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT NA PP Deflection in bc L/defl Ll# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.753 D 492 240 Loc R+ / R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.939 D 394 180 Y 5091 /-2243 /2500 /2247 /1988 /1443 Snow Duration: NA HORZ(LL): 0.153 A - - AG 2609 /-57 I- /881 /659 I- -IORZ(TL): 0.191 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Min Reg = 2.7 (Truss) CBC 2022 Max TC CSI: 0.868 AG Brg Wid = 5.5 Min Reg = 1.5 (Truss) TPI Std. 2014 Max BC CSI: 0.694 Bearing AG is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.920 Bearing Y Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading A-B 2189-4474 l-J 1067 -3' B - C 2237 -4558 J - K 983 - Truss checked for 250# movable concentrated load C - E 3861 -8917 K - L 292 -1168 along Bottom Chord, nonconcurrent with design D - H 309 -935 K - M 714 -2224 gravity loads. E - F 3890 -9031 L - N 289 -1153 F-G 2789-7238 N-0 311 -1229 H - I ni -c VVAKNINtj KbAU ,RNU I-OLLOVV ALL NO I 1=6 ON I hib U1(AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per SCSI sections B3, 67, or B1O as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineehng responsIbility solely the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orgWC: awc org Glenview, IL 60025 SEQN: 21742 / COMN Ply: 2 Job Number: R3444W_DV Gust: S 6852 JRef:1XZ068520006 T153 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.13664 Page 2 of 2 Truss Label: PM JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 * 05/09/2024 * OF CAL A **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shiaping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI and'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face ofruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to jobs General ALPINE I Notes page for additional information. Alpine a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the 'truss it conformance with ANSI/IPI 1 or for handling shipping, installation and bracinB of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabililS' and use of This 155 Harlem Ave drawing for any st'ructure is the responsibility of the BuildingiJesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 J05 Iii 503 8X16 B c Il 8X16 3X8 H0508 5X16 Ply. 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T154 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.11758 Truss Label: PN JCJ / GWH 05/08/2024 I 2 Complete Trusses Required 1108 1594 294 2412 7912 8'r4 1348 2059 22'3 2985 301p'8 7912 58 24' 485 198 754 1'2" m6X6 0 12 iI15X3 "ma 6X8 I 5X4 1111.5X3 h74X4 8X12 8X10 3X10 5406 5X6 111308 30108 A 31012 788 15"1 615 310" 31012 1110"12 1348 T)T 224 " 27608 30108 78 2412 261 42"4 15194 2055 Loading Criteria (psi') Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT' NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.765 K 484 240 Loc Ri- I R- I Rh / Rw /U I RL BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.955 K 388 180 Y 5091 /-2243 /2500 /2247 /1988 /1443 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.156 A - - AG 2609 1-57 I- /881 /659 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.194 A - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 2.7 (Truss) Soffit: 2.00 TCDL. 108 psI BCDL' 48 psf CBC 2022 Max TC CSI : 0.878 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to hI2 TPI Std: 2014 Max BC CSI: 0.694 Bearing AG is a rigid surface. Bearing Y Fcperp = 625p5i Spacing. 24.0" C&C Dist a' 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.920 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration' 1.60 WAVE, HS VIEW Ver: 2301 02.0731.17 Lumber Loading A-B 2189-4474 H - I 317 -1 B - C 2237 -4558 I - J 1058 -3,,,- Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Truss checked for 250# movable concentrated load C - E 3861 -8916 j - K 1011 -3417 Bot chord 2x10 DF-L #2(g) B1, along Bottom Chord, nonconcurrent with design D - H 310 -942 K - L 348 -1347 B6 2x6 DF-L SS(g); gravity loads. E - F 3890 -9030 K - M 682 -2166 Webs 2x4 DF-L Standard(g) W2,W4,W11,W14, W18 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Purlins F-G 2790 -7233 L - N 398 -1552 Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace of 19% prior to installation all flat TC @ 24" oc. Maximum Bot Chord Forces Per Ply (Ibs) Brace interior top chords of all trusses Chords Tens.Comp. Chords Tens. Comp. Nailnote with purlins at 24" 0/c. - - II - T 70AA "37(80 Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.000 c. Bot Chord. 1 Row @12 00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1 .60 / Plate Dur.Fac.1 .25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 29.30 BC: From 16 p11 at 0.00 to 16 plf at 27.04 BC: From 4 p11 at 27.04 to 4 p11 at 29.30 PL: 5000 lb Conc. Load at ( 8.2322.09) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.71" DL' 0.18". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. X-W 9178-4980 T-S 3365 -992 W-V 9315-5022 S - R 3365 -992 V - U 8856 -3709 R - Q 1868 -470 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1129-2507 V-AF 336 -714 A-X 5157 -2524 AF-F 340 -736 X-AA 3215 -5419 F-U 1728 -3102 ESSI Z - X 182 -440 U - G 2502 -1383 Z-B 186 -439 G - l 1301 -3787 AA-AB 3117 -5252 G - T 2433 -5447 AB-C 2805-4869 I-T 3937 -1380 AC- C 573 -607 T - J 74 -532 C-AD 1055 -305 R-M 1518 -526 No. C 58005 AD-AE 1342 -483 M-Q 383 -1420 AE-V 1397 -499 Q-N 1817 -465 05/09/2024 JJJ D-E 537 -1642 N-P 314 -1238 D-G 2110 -707 OPC VVMNI'lIPlL NCP,ij /ANU I-L)LLL)VV ALL NU i tZ> 6JiN I i1i LJrvsVViN8j Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI andSBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer th drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enoineeing responsibility solely-for the design shown. The suitability and use of this drawing for any sfiiicture is the responsibility of the Building "'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine' alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEQN: 21746 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1X7068520006 T154 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458 11758 Page 2 of 2 Truss Label: PN JCJ I GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2243# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 05/09/2024 CIVLt 9 CALt ./ I WARNIN REAL) AND 1-ULLOW ALL NU I 1=6 UN I Hlb UKAWINU! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatinci handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildinci Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1 or for handling, shipping,. installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabilil and use of this 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520006 T170 AVIARA WEST APARTMENTS DrwNo. 129 24145820523 Truss Label: 01 JCJ / GWH 05/08/2024 214 3216 201 247 71012 14106 19312 2564 3061 71012 38 684 454 4112 41113 12 Z—z 5X6 (a) 114X14 lI 1113X8 =6xi0 112X3 4X10 1113X4 il0710 10X16 3X4 8X16 4X6 1113X6 32108 31012 788 36 454 3104 61 31012 1 3_4 I 111012 19312 2564 32108 48 424 284 14'108 244 218 268 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.512 0 770 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.186 Q 332 180 V 1516 I- I- /875 I- /142 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.233 H - - W 1531 I- I- /898 Des Ld 46.00 EXP: C Kzt. NA HORZ(TL): 0.541 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.54 ft Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Reg = 1.6 (Truss) Soffit. 200 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.868 W Brg Wid = 5.5 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.839 Bearing W is a rigid surface. Spacing: 24.0 ' C&C Dist a 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.840 Bearing V Fcperp = 625psi. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731 17 Lumber Deflection A-B 416-2391 F-G 1330 -7 B - C 408 -2391 G - l 1446 -7L. Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.51 DL: 0 75". See detail C - ID 1036 -5877 J - K 266 -1825 Bot chord 2x6 DF-L SS(g) DEFLCAMB1014 for camber recommendations. D - E 1036 -5883 K - L 112 -890 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Provide for adequate drainage of roof. E - F 1031 -5884 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on U - T 4432 -598 Q - P 7296 -1169 member. T-S 4431 -598 P-0 7726 -1261 S-R 6866-1056 0-N 910 -100 Plating Notes R - Q 6866 -1056 Connectors in green lumber (g) designed using NDSITPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A - V 276 -1462 P - I 195 -836 Bottom chord checked for 10.00 psf non-concurrent A - U 2769 -485 I - J 459 -2352 live load. U - B 110 -449 1-0 1161 -6432 Truss checked for 300# movable concentrated load 1840 -317 U-C 424 -2313 J-0 along Top Chord, nonconcurrent with design gravity ESSI C -S 941 -105 1628 -302 0-K loads. 77 -392 K-N 178 1168 Truss checked for 250# movable concentrated load 1442 -152 S F 234-1160 N - L 0 683 L -114 -M 162 along Bottom Chord, nonconcurrent with design -1496 G-P 792 -146 Wind No. C 58005 Wind loads based on MWFRS with additional C&C member design. * 05/09/2024 End verticals not exposed to wind pressure. Cl Ii- Wind loading based on both gable and hip roof types. WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f8'r salety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intalled on the CLR per BCSI sections 83 B7, or B10, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Wi conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 T171 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.20414 Truss Label: 02 JCJ / GWH 05/08/2024 71012 14108 1'2 1974 2148 2708 71012 684 38 454 194 58 12 4 iii 1.5X4 7J H H0308 2708 31012 788 38 718 244 548 31812 111012 U24 19312 218 2708 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.271 N 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.627 N 517 180 S 1245 I- I- /716 /18 /87 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.191 H - - K 1254 I- I- /728 I- I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.442 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.54 ft Building Code: Creep Factor: 2.0 5 Brg Wid = 4.0 Min Reg = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.627 K Brg Wid = 5.5 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.718 Bearing K is a rigid surface Bearing S Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.890 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 431 -1878 E-F 956 -4147 Lumber Deflection B - C 422 -1878 F - G 1007 -4049 Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.27" DL: 0.39. See detail C - D 964 -4140 G - I 973 -3850 Bot chord 2x4 DF-L #1&Bet.(g) DEFLCAMB1014 for camber recommendations. D - E 962 -4147 Webs 2x4 DF-L Standard(g) Provide for adequate drainage of roof. Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing R-Q 3270 -638 N-M 4433 -956 (a) Continuous lateral restraint equally spaced on Q - P 3270 -638 M - L 3995 -914 member. P-O 4433 -956 L-K 3760 -871 0-N 4433 -956 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 3X4 except as noted. A-S 301 -1212 P-F 118 -470 Loading A-R 2190 -507 F-M 82 -523 Bottom chord checked for 10.00 psf non-concurrent R-C 390-1594 I - K 899 -3881 live load. C-P 989 -260 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design ESSI gravity loads Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 111 'CIVI 4(J Nop cAtJIF 9i' WhKNINLd tJ\U P,NL) -OLLOW ALL Ni.) i tj ON i HIZ5 UI4JWViNU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handliqg, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General , L__p r.i E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa ae listing this drawing indicates acceptance of professional enaineering responsibility solelyIor the design shown. The suitabiIit' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Cost. R6852 JRef: 1 XZ068520006 T172 AVIARA WEST APARTMENTS DrwNo: 12924.1458.18914 Truss Label: Q3 JCJ / GWH 05/08/2024 I > 2 Complete Trusses Required 5•1' I lvi 5X3 1208 1504 1958 2148 2708 4 21112 454 111 58' 12 III15X3 TO 12 0.5 6X16 5X6 915X3 5X8 4X6 -F:4:._., E F N 'B1 0 3X8' P 0 N M L 8X16 - R0508 4X1 0 11115X3 6X12 3X8 1111 503 H0510 136 06 4x4 2708 408 4 3104 104 454 228 548 408 808 111012 iFJ'4 1058 218" 2708 214 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std; ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL) 0.582 F 557 240 Loc R+ / R- / Rh / Rw /U / RL S 4761 /-2262 /2500 /2327 /2169 /1600 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.735 F 441 180 BCDL: 8.00 Risk Category: 11 Snow Duration NA HORZ(LL): -0.365 H - - AA 2751 /-226 /- /1039 /866 /- Des Ld: 46.00 EXP: C Kzt: NA -tORZ(TL). 0.460 H - - Wind reactions based on MWFRS Building Code: NCBCLL: 000 Mean Height: 24.54 ft Creep Factor: 2.0 S Big Wid = 4.0 Mm Reg = 2.5 (Truss) Soffit: 200 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.771 AA Big Wid = 55 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.798 Bearing Ad is rigid surface. Bearing S Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.883 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor VIEW Ver: 23.01 .02.0731.17 A - R 2234 418 P - P 373 P. Wind Duration: 1.60 WAVE, HIS Lumber Top chord 2x6 DF-L SS(g) T3 2x4 DF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4, W9 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131x3*, mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs :1 Row i " o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (8.04,21.67) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC, Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. B-C 2279-4293 F-G 2216 -5L. C-D 3772 -8211 G-1 1721 -4866 D-E 3769-8214 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1251 -1246 0-N 7419 -3055 R-Q 8305-4870 N-M 7419 -3055 0 - P 8426 -4907 M - L 5744 -2132 P-0 7419-3055 L-K 4788 -1694 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 1140-2347 V-P 1376 -501 A-R 4861 -2575 P-F 886 -1276 R-U 3043-4723 Z-P 187 -394 T-R 190 -449 Z-E 195 -410 T-B 198 -456 F-M 1235 -1628 U - V 2943 -4563 M - G 856 -524 V-C 2623-4220 G-L 563 -1196 N-C 1926-1912 L-1 576 -269 C-X 1019 -295 I - K 1743 -4925 X-Y 1309 -471 No: C 58005 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted 125 plate duration factor used. ***** * 05/09/2024 * ! V/ AIF WAKNINtj" I- <bAUANL)bOLLOWALLNOI Lb UN I HIS U1(AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uNrrWCus.0858 truss in conformance with ANSI 1 or for handling, shipping, installation and bracino of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely lor the design shown. The suitabili and use of is drawing for any structure is the responsibility of the Building Oesigner per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; Ff1: tp(nst.orgCA: sbcacomponents.com ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21779/ COMN Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T172 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.18914 Page 2 of 2 Truss Label: 03 JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.58" DL: 0.15. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2262# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No C 58005 05/09/2024 9F I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI andSBCA) ro'r salety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSl. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BiD as applicable Aoply plates to each face of 'truss nd position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's Genera! ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/IPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave Idrawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 .- Ply: 1 Job Number: R3444W_DV Cust' R 6652 JRef' 1 XZ068520006 1173 AVIARA WEST APARTMENTS DrwNo: 129 24.1458.18992 Truss Label: 04 JCJ / GWH 05/08/2024 71012 4 14108 1/2" 1974 2144 2708 11012 35 684 38 454 194 58" (TYP) 88 12 111.504 AP L,- 1113X6 3X8 1111.5X3(-') I L 3X4 BL Ii w AE AC A6 Z v x 11406 H0308 3X4 6X6 3X4 2708 1 31012 788 38 718 244 548 31012 111012 U24 19312 218" 2708 3,.8 4'2"4 Loading Criteria (psI) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld. 46.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: 11 EXP.0 Kzt:NA Mean Height: 24.54 ft Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA pf, NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Building Code' TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)I10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Gable Studs Gable studs (dashed members) may be installed at 16' oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS All 530ENC1601 18, GBLLE11N0118, & GABR5T1601 18 for gable wind bracing and other requirements. Defl/CSl Criteria A Maximum Reactions (Ibs), or 5 PLF PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.007 U 999 240 Loc R+ IR- Rh /Rw /U /RL VERT(CL): 0.017 T 999 180 AP- 121 / /- /61 /2 /240 HORZ(LL): 0.024 P - - AC* 133 / /- /71 I- I- HORZ(TL): 0.027 P - - AJ /-282 Creep Factor: 2.0 AG /105 Max TC CSI: 0.194 Z 1-553 Max BC CSI: 0.241 Y /-132 Max Web CSI: 0.849 BS /-999 Wind reactions based on MWFRS AP Brg Wid = 192 Min Req = - AC Brg Wid = 132 Min Req = - VIEW Ver. 23.01.02.0731.17 Bearings AP & AC are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-J 459 -446 N-Q 594 -599 J - L 459 -446 P-V 1059 -1083 L-N 388 -390 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AP-AM 727 -726 AC-AA 1597 -1578 AM-AJ 779 - 771 AA- Z 789 -758 AJ-AG 1501 -1492 Z-X 588 -585 AG-AE 2091 -2072 X-W 434 -431 AE-AC 2269 -2250 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AM-G 511 -530 0-V 1209 -1207 AJ-G 292 -412 Q-W 449 -456 Z-Q 793 -870 V-W 909 -999 aximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. .0 BK-BL 98 -458 X-BL 110 -572 No 58005 * 05/09/2024 * I ~ 6~// **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) th'r safety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mACOMPANY truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any s!r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 SEQN: 21771 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T173 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.18992 Page 2 of 2 Truss Label: 04 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4866 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4866 180.00 TC 0.00 27.04 4866 179.96 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 OF CA I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint oIwebs shall have continuous Fateral restraint (CLR), installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the Itruss in conformance with ANSI] PI 1 or for handling shipping,, installation and bracin of trusses. A seal on this drawing or cover pa ,e 155 Harlem Ave I listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabili and use of is drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AD 224-1232 J-V 285 -1955 A-AC 2105 -357 V-AE 2224 -276 AC-B 125 -492 AE-U 226 -1500 AC-C 232 -1240 AE-AG 1728 -195 C -AA 411 -90 T -AG 488 -2955 AA-F 438 -37 AG-S 2746 -457 F-X 262 -1791 S-Al 248 -1499 X-G 739 -74 Al-N 189 -489 G-W 280-1764 AI-R 1021 -185 W - I 1339 -172 R-AK 342 -1810 1-1 1892 -238 AK-P 343 -1781 I-V 2P.4-17R7 P-() 110710 -tt4 C 58005 * 05/09/2024 OF 1,15,100 Ply: 1 Job Number: R3444W0V Cust: R6852 JRef 1XZ068520006 T174 AVIARA WEST APARTMENTS DrwNo: 12924.145821555 Truss Label: Q5 JCJ / GWH 05/08/2024 1974 2614 454 4812 71012 24 14108 12 I.11? 32106 71012 36 684 '6 194 694 III15X4 12 ._-_ j 4 5X6 J 84X4 12 05 H N 0 3X8 33(10 3X6 Al P T E 4X6 AG AE AK I AD AC AB AA Z X W 5X6 6X12 4X8 H0310 4X6 6X10 R III4X6 4BX8X6 A6X81**) 11304 IIi4X8 IIi2X3 111404 Ill 2X3 32108 31012 31012 424 7806 '6 718 244 61' 11112 t74 19312 218" 2696 32108 2614 Snow Criteria (Pg,Ptin PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg NA Ct. NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf NA Ce: NA VERT(LL): 0.131 E 999 240 Loc R+ I R- / Rh I Rw /U I RL AD 1252 I- I- /602 /11 /160 Lu: NA Cs: NA VERT(CL): 0.373 E 864 180 Snow Duration: NA HORZ(LL): 0.033 A - - Q" 470 I- I- /211 I- I- 9ORZ(TL): 0.093 A - - U /-382 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL: 8.00 Risk Category: Il EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wi 7 2x4 DF-L #1&Bet.(g); W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional C&C member design End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.987 TPI Std: 2014 Max BC CSI: 0.659 Rep Fac: Varies by Ld Case Max Web CSI: 0.993 FT/RT.8(0)/10(0) Plate Type(s): _______________________ WAVE, HS VIEW Ver: 23 01.02.0731.1 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Deflection Max JT VERT DEFL: LL: 0.13" DL: 0.24. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes See DWGS Al 1530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. I I-4U0 5 /-798 Q /-1669 Wind reactions based on MWFRS AD Brg Wid = 4.0 Min Req = 1.5 (Truss) Q Brg Wid = 75.5 Min Req = - Bearing U is a rigid surface. 7 Bearing AD Fcperp = 625p51. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 303-1811 J - K 1486 -285 B-C 294-1810 K - L 1656 -321 C-D 557-3198 L-M 1543 -320 D - E 555 -3208 M - N 1520 -329 E-F 550-3207 N-0 1161 -198 F-G 293-1236 0-P 1146 -211 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 2889 -297 X-W 1097 -103 AB-AA 2888 -298 V - U 526 - 2957 AA- Z 2864 -338 U - T 526 -2958 Z-Y 2864 -338 T-S 517 -2901 Y-X 2864 -338 S-R 269 -1412 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of'truss nd position as 14461, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be resonsibIe for any deviation from this drawing, anyfailure to build the uurrwcoe,u,,r truss Wi conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paqe listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuildingDesigner per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 SEQN: 21783 I GABL Ply: I Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T174 FROM: Qty: AVIARA WEST APARTMENTS DrwNo. 129.241458.21555 Page 2 of 2 Truss Label: Q5 JCJ / GWH 05/08/2024 Brace all exposed vertical surfaces for lateral Maximum Gable Forces Per Ply (Ibs) wind forces. Anchor the perimeter of exposed Gables Tens.Comp. vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof K -AE 1 -712 diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record NoT C 58005 * \. 05/09/2024 / * C c I V 1!;, ~ WvV/,,) VVMKPlIIl(.3 rctPL)/vNu IULLUVV ALL INUICO UN irii Um.PVVIINLd, Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint or webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or 810, as applicable Apply plates to each face of lruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16bA-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. Alpine, a division of 11W BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover paae Ilisting this drawina' indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any s1ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Gleriview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520006 T164 AVIARA WEST APARTMENTS DrwNo: 129.24.145820633 Truss Label: QA JCJ / GWH 05/08/2024 71012 '2"4 14105 1974 2439 25'"9 301013 32108 71012 '38 684 4812 455 ii 574 11111 I 12 0,5 m4X8 m4X12 I i AB c 5X6 6X10 E 12 -<Z 4 DF / T S R m4X12 m8X12 m5X16 mH0514 3X4 m1.5X4 H T2 //1H0710 J 1114X4 M _I I Q H0308 SX6 11104 1111-103 1 0 11106 32108 31012 788 3'8 454 455 2515 61" 31012 111012 i'2"4 1974 2439 2698 32108 48 21112 424 152" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT. NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL). 0.438 E 900 240 Loc R+ R- Rh /Rw / / /U /RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.019 E 387 180 W 1522 I- I- /882 1- /138 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.091 A - - N 1537 I- I- /891 I- I- Des Ld: 46.00 EXP: C Kzt: NA LIORZ(TL): 0.212 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.531 N Brg Wid = 5.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.990 Bearing N is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0 C&C Dist a: 6.47 ft Rep Fac. Varies by Ld Case Max Web CSI. 0.931 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 383 -2355 H - I 267 -Z Lumber Wind B - C 375 -2355 I - J 100 -1 - Top chord 2x4 DF-L #2(9) Wind loads based on MWFRS with additional C&C C - D 919 -5805 I - K 179 -1971 T2 2x4 DF-L #1&Bet.(g); member design. D - F 913 -5827 J - L 123 -962 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. G - H 295 -2509 L - M 67 -609 Webs 2x4 DF-L Standard(g) W2 2x4 DFL #2(g); Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. of 19% prior to installation Purlins M aximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp Bracing In lieu of structural panels use purlins to brace all flat TC @24" oc. V - U 4282 -508 R -0 2703 -250 (a) Continuous lateral restraint equally spaced on Brace interior top chords of all trusses U - T 4282 -508 0 - P 1034 -105 member, with purlins at 240/c. T - S 7076 930 P-0 641 -54 S Plating Notes -R 7020 -921 Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. A-W 265-1488 R-H 74 -522 Loading A-V 2751 -451 Q-K 1693 -143 Bottom chord checked for 10.00 psf non-concurrent 287 -1794 V-C 358-2204 K-P live load. C - T 1723 -268 J - K 186 -707 Truss checked for 250# movable concentrated load ESSI 1733 -192 T-F 217 -1490 P - L along Bottom Chord, nonconcurrent with design -13 453 -2922 L -0 66 -1152 gravity loads. F-R 796-5099 O-M 1444 -127 - 2291 -296 M-N 147 -1574 Deflection No. C 58005 Max JT VERT DEFL: LL: 0.44" DL' 0 64". See detail DEFLCAMB1014 for camber recommendations. 05/09/2024 Provide for adequate drainage of roof. \CIVII 4j 'Op CAL?' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per _permanent sections B3, B7, or B1O as applicable. Aoply plates to each face of 'truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paqe 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of is North Building, 4th Floor drawing for any st'ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520006 T165 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.21476 Truss Label: QB JCJ I GWH 05/08/2024 71012 f2"4 14108 1974 2339 281013 32108 71012 &'S 684 4812 385 474 31111 T 4X8 I 5X6 6X10 31012 31012 4 24 E 12 12 0.5 3X4 3X4 M 1114X4 4X12 8X12 6X18 H0308 m5X6 1114X4 1111-103 10 32108 788 "8 454 485 2515 61' 111012 i2'4 1974 2439 269.81 32108 Loading Criteria (psfl Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. I 211121 152" Snow Criteria (PgPf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in ' oc Lldefl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.427 E 923 240 Loc R+ R- /Rh /Rw / IU /RL Lu: NA Cs: NA VERT(CL): 0.985 E 400 180 W 1522 I- I- /881 I- 1138 Snow Duration: NA HORZ(LL): 0.089 A - - 0 1537 I- I- /893 I- I- '-IORZ(TL): 0.207 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.939 0 Brg Wid = 5.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 1.000 Bearing 0 is a rigid surface. Bearing W Fcperp = 625psi. Rep Fac. Varies by Ld Case Max Web CSI: 0.885 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01 .02.0731.17 A-B 392-2355 H-J 137 -777 Wind B-C 384-2354 I - K 169 -1967 Wind loads based on MWFRS with additional C&C C - D 949 -5806 J - M 133 -795 member design. D - F 944 -5827 K - L 178 -1931 End verticals not exposed to wind pressure. G - H 293 -2483 M - N 97 -854 Wind loading based on both gable and hip roof types. H - I 179 1861 Deflection Maximum Bot Chord Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.42" DL: 0.63". See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. V - U 4282 -520 S - R 7015 -956 U - T 4282 -520 R - 0 2588 -234 Purlins T-S 7072 -966 Q - P 827 -79 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Web Forces Per Ply (Ibs) Brace interior top chords of all trusses Webs Tens.Comp. Webs Tens. Comp. with purlins at 24" 0/c. A-W 271 -1488 F-R 832 -5073 A-V 2751 -461 G-R 2179 -293 V-B 112 -454 R-1 50 -441 V-C 370-2204 Q-L 1792 -161 OFESSI C - T 1723 -282 L - P 166 -1079 T-F 230-1484 P-N 1405 -133 F - G 456 -2947 N-0 149 -1543 No .'C 58005 * 05/09/2024 * CIV OF "WARNING" <hAD AND hOLLOW ALL NO I ES ON I HIS L)KAWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary, 15511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing installed on the CLR per SCSI sections B3, B7, or B10, as applicable. Anply plates to each face of iruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General ALPINE I Notes page for additional information. 'Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawino indicates acceptance of profession l ngjpeering responsibility solely-for the design shown. The suitability and use of t- 155 Harlem Ave drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef 1XZ068520006 1166 AVIARA WEST APARTMENTS DrwNo: 12924.145821242 Truss Label: QC JCJ / GWH 05/08/2024 71012 f2"4 14106 1974 2439 26'10"1 32108 71012 '8 684 4812 3' 274 51111 E 12 G 3X4 3X4 ~08 TT it 5X6 e6X10 4X12 6X12 5X16 H0308 5X6 H0514 8110310 32108 31012 758 38 454 485 2515 61" 31012 111012 '2'4 1974 2439 26881 32108 21112 424 152" IN 1114X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 105 mph py. NA Ce: NA VERT(LL): 0.426 E 924 240 Loc Ri- / R- / Rh / Rw / U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.971 E 406 180 W 1522 I- /- /880 /- /138 BCDL: 8.00 Risk Category: 1 Snow Duration: NA HORZ(LL): 0.089 A - - 0 1538 /- /- /894 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.207 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.567 0 Brg Wid = 5.5 Mm Req = 1.6 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.990 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p5i Spacing. 24.0' C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.813 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 405 -2355 H-J 165 -. Lumber Wind B-C 397-2355 I - K 132 -1L.. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 994 -5805 J - M 152 -843 T2 2x4 DF-L #1&Bet.(g); member design. D - F 988 -5827 K - L 147 -1731 Bot chord 2x4 DF-L #1&8et.(g) End verticals not exposed to wind pressure. G - H 307 -2398 M - N 98 -857 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. H - I 162 -1777 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace Bracing Chords Tens Comp Chords Tens Comp all flat IC @ 24" oc. (a) Continuous lateral restraint equally spaced on Brace interior top chords of all trusses V - U 4283 -548 S - R 7021 -1020 member. with purlins at 24" 0/c U - T 4282 -548 R - Q 2403 -222 T-S 7076-1031 Q-P 865 -86 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors Webs Tens.Conlp. Webs Tens. Comp. All plates are 1.5X3 except as noted. A-W 278-1488 F-R 868 -5056 Loading A - V 2752 -477 G - R 2001 -284 Bottom chord checked for 10.00 psf non-concurrent V - C 387 -2204 0- L 1575 134 live load. C-T 1723 -301 L - P 177 -1115 Truss checked for 250# movable concentrated load T-F 254-1490 F493 -2975 -G P-N 1429 -146 N-0 141 -1533 along Bottom Chord, nonconcurrent with design gravity loads. - Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.62". See detail No. C 58005 DEFLCAMB1014 for camber recommendations. * Provide for adequate drainage of roof. * \ 05/09/2024 Lvti OF f **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS BCSI 275 West Rider St handlin,g installing Refer follow latest Trusses require extreme care in fabricating shipping, and bracing. to and the edition of (Building Component Safety Information by TPI ana'SBCA) To'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Ferris CA 92571 (951)300-1758 diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes for additional information. page ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSIITPI 1 for handling, installation bracina trusses. A this Irawino truss in conformance with or shipping,, and of seal on or cover pa ae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave 'Designer drawing for any sEr'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust. R6852 JRet: 1 XZ068520006 1167 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.18086 Truss Label: GD JCJ / GWH 05/08/2024 71012 24 14106 2009 25713 32108 71012 ''8 684 521 574 7211 1,5X4 E 12 3X4 G H 3X4 12 0.5 C D IF so m5X6 6X10 m4X12 e8X12 5X16 H0308 5X6 1114X4 H0514 I11H0310 A 32108 A 31012 788 8 4'5"4 485 2'5"15 61" 31012 111012 '24 1974 2439 2698 32108 21112 152" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.419 E 942 240 Loc R+ I R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.970 E 406 180 W 1522 I- I- /879 1- /138 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.089 E - - 0 1538 I- I- /895 I- I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.208 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.583 0 Big Wid = 5.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.991 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p51 Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.775 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Wind A-B 413 -2355 H - J 185 -847 B-C 405-2355 I-K 114 -1486 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 1022 -5805 J - M 168 -941 T2 2x4 DF-L #1&Bet.(g); member design. D - F 1016 -5827 K - L 131 -1515 Bot chord 2x4 DF-L #1&Bet.(g) Endverticals not exposed to wind pressure. G - H 314 -2324 M - N 98 -877 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); H - I 159 1636 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. of 19% prior to installation. Purlins Maximum Bot Chord Forces Per Ply (Ibs) Bracing In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens Comp all flat TC @ 24" oc. (a) Continuous lateral restraint equally spaced on Brace interior top chords of all trusses V - U 4283 565 S - R 7021 -1050 member. with purlins at 24" 0/c. U - T 4282 -565 R - Q 2264 -216 T - S 7076 -1070 Q - P 859 -83 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. A-W 283-1488 F-R 893 -5054 Loading A-V 2752 -486 G-R 1898 -275 Bottom chord checked for 10.00 psf non-concurrent V - C 397 -2204 0 - L 1444 -130 live load. C-I 1723 -313 L-P 179 -1155 Truss checked for 250# movable concentrated load T-F 268-1490 P-N 1497 -151 along Bottom Chord, nonconcurrent with design F - G 514 -2985 N -0 138 -1545 gravity loads, Deflection - No 'C 58005 Max JT VERT DEFL: LL: 0.42" DL: 0.61'. See detail DEFLCAMB1014 for camber recommendations. /09/2024 * Provide for adequate drainage of roof. CIV VVPN.NIN%' NJkU P,NU i-ULLUVV ALL NU I b UN i HIZ5 Ui(f\VViNU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris GA 92571 Component Safety Information by TPI ana'SBCA) To'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per _permanent sections B3, B7, or B1 0, as applicable Aeply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover pace Ilisting this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave drawing for any sf1ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V - X 1252 -1245 U - T 9802 -3772 X-W 9687-5032 T-S 2342 -721 W - V 9747 -5049 S - R 805 -208 V-U 10110-4227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 1141 -2564 F-U 113 -581 A - X 5456 -2599 F -AC 3101 -7708 X-Z 3086-5496 F-H 1186 -3506 Z -AA 346 -386 AC- T 3032 -7534 Z-C 2668-5006 H-T 2615 -969 P-C 1910-1851 T - l 551 -342 C-AB 1425 -321 S - N 1543 -512 AB-V 1326 -228 N-R 273 -984 V-D 285 -750 R-P 1395 -360 D-U 1108 -318 P - Q 367 -1377 Ply: 2 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520006 T168 AVIARA WEST APARTMENTS DrwNo: 12924.1458.21009 Truss Label: QE JCJ / GWH 05/08/2024 I , 2 Complete Trusses Required 1224 899 282" 311" 3111 110" 7912 18 14108 24413 26'4"f 32108 '84 7912 58 284 574 i'ii"/ 484 ill 3X4 12 12 ~5XIO 1211 W13 T ____________ L—J 12 11190312 8X16 - 81 12 = 12X16 =H1324 =4X12 1190308 H0508(**) —3X8 —4X4 y.t.1'.I 424 529 1107 478 499 5015 30" 424 10010 111012 196" 2439 2946 32108 713 21112 4'0"1 14108 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL' 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II EXP: C Kzt. NA Des Ld: 46,00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL' 10.8 psf Soffit' 2.00 BCDL. 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); 801 chord 2x10 DF-L #2(g) 81 2x8 DF-L SS(g); B6 2x8 DF-L #2(g); Webs 2x4 DF-L Standard(g) W2,W4,W9, W13 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); W10 2x4 DF-L #i&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to Installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord. 1 Row @12.00 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac.1.25) TC: From 76 p11 at 0.00 to 76 plf at 14.88 TC: From 78 p11 at 14.8810 78 p11 at 30.88 BC: From 16 plf at 0.00 to 16 p11 at 30.88 PLB: 5000 lb Conc. Load at ( 8.04,21.67) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.829 E 476 240 Loc R+ I R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL) 1.046 E 377 180 Y 5292 1-2259 /2500 /2515 /2320 /1600 Snow Duration: NA HORZ(LL)' -0.202 E - - AD 2580 I- I- /896 /689 I- '-IORZ(TL): 0.255 E - - Wind reactions based on MWFRS Building Code' Creep Factor: 2.0 Y Brg Wid = 4.0 Min Req = 28 (Truss) CBC 2022 Max TC CSI' 0.732 AD Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.990 Bearing AD is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.971 Bearing V Fcperp = 625psi. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). I Chords Tens.Comp. Chords Tens. Con WAVE, HIS VIEW Ver: 23.01.02.0731.17 Plating Notes A-B 2272-4771 I - K 553 -11 B - C 2271 -4771 J - M 222 -L. Connectors in green lumber (g) designed using C - D 4281-10149 K - L 527 -1583 NDS/TPI reduction factors. D - F 3892-10116 L - N 531 -1602 All plates are 1.5X3 except as noted. G - H 662 -179 M-0 219 -883 (**)2 plate(s) require special positioning. Refer to G - J 207 -813 0- P 218 -830 scaled plate plot details for special positioning H - I 771 -2063 requirements. *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the us..r8945r truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover pa listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 21850 / COMN Ply: 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T168 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.21009 Page 2 of 2 Truss Label: OE JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.82 DL: 0.22. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2259# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. C 58005 * 05/09/2024 CIV Op VVAKNINt AU /\NU I-OLLOVV ALL NO I Lb ON I IllS LJKP,WINI3! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, fr satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of iruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of IT'iN Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptance of professional enggleering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any srructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 requirements. 1.25 plate duration factor used. ***** Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. No C 58005 * 05/09/2024 * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 1252 -1245 U-T 9795 -3770 X-W 9687 -5032 T-S 2354 -716 W-V 9747-5049 S-R 811 -211 V-U 10110-4227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1141 -2504 F-U 91 -583 A-X 5456 -2599 F-AC 3128 -7818 X - Z 3085 -5496 F - H 1152 -3367 Z-AA 347 -387 AC-T 3059 -7643 Z-C 2667-5(6 H-T 2738 -993 AA- C 1909 -1851 T - K 397 -405 C-AB 1425 -321 S-N 1554 -505 AB-V 1327 -228 N-R 290 -1051 V - D 286 -749 R - P 1285 -342 D-U 1107 -320 P-Q 343 -1257 Ply 2 Job Number: R3444W_DV Gust: R 6852 JRef 1 XZ068520006 T169 AVIARA WEST APARTMENTS DrwNo: 12924.1458.19696 Truss Label: QF JCJ I GWH 05/08/2024 I 2 Complete Trusses Required 1224 168' 22413 282' 311' 111 298 118 7912 874 14106 1974 2644 32108 7912 58 284 2911 3117 484 03X4 111304 G 12 3X4 L2 t L--j 12 N2 **lwio 111H0312 8X1 3X T Q - 6 B1 12X16 H1324 =4X8 4512 /8506 0AD 1114X4 308 H0508() - -=404 32108 424 5210 110"? 478 499 5015 3'6" 424 10010 111012 196' 243 9 2948 321 08 713 21112 14106 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psI Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi 2x8 DF-L SS(g); B6 2x8 DF-L #2(g); Webs 2x4 DF-L Standard(g) W2,W4,W9, W13 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); W10 2x4 DF-L #i&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00' o.c. Webs : 1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac =1 25/Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at( 8.04,21.67) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.852 G 463 240 Loc R+ IR- IRh IRw IU IRL Lu: NA Cs: NA VERT(CL): 1.076 G 366 180 Y 5292 /-2259 /2500 /2515 /2320 /1600 Snow Duration: NA HORZ(LL). -0.224 I - - AD 2580 I- I- /897 /689 I- :IORZ(TL): 0.283 I - - Wind reactions based on MWFRS Building Code. Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 2.8 (Truss) CBC 2022 Max TC CSI: 0.796 AD Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.992 Bearing AD is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.992 Bearing V Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Cor WAVE, HS VIEW Ver: 23.01.02.0731.17 Plating Notes A-B 2272 -4771 l - M 203 - B - C 2271 -4771 J - K 743 -2L .- Connectors in green lumber (g) designed using C - D 4281-10150 K - L 545 -1709 NDS/TPI reduction factors. D - F 3891-10111 L - N 545 -1734 All plates are 1.5X3 except as noted. G - H 639 -176 M-0 204 -781 (**) 1 plate(s) require special positioning. Refer to G - I 191 -713 0- P 205 -761 scaled nlmte, nlnt details for en.iml nositioninri H - J 764 -2053 WAKNINLd i</kU ANL) t-OLLOVV ALL NO I b ON I HIZJ OI-<AVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSl. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i1L...Pi NJ E Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN RV COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawin or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitabilityand use of is North Building, 4th Floor drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21852 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 1169 FROM: city: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.19696 Page 2 of 2 Truss Label: QF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.83 DL: 0.23. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2259# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 * 05/09/2024 Civ OP I WAKNIN(5' AV ANU i-ULLUW ALL NUI tZ5 UN I hiS L)I-<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI anSBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless rioted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inaIIed on the CLR per SCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. Alpine, a division of lTW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilify and use of this 155 Harlem Ave Idrawing for any srructure is the responsibility of the Building iDesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 12 05 m4X12 B YX 6 4X8 5X6 Ply. 1 Job Number: R34.44W_DV Cust. R6852 JRef 1XZ068520006 T175 AVIARA WEST APARTMENTS DrwNo 129.24 145821336 Truss Label: QG JCJ / GWH 05/08/2024 71012 4 1224 14108 21813 2588 71012 38 4' 284 574 3-11"11 32108 72' C4X4 12 iii 3,4 4 l5X4 5X C3X4 r(a)~A 8i H IM K 72 4X6 D F W V U T S 4X6 5X16 6X16 \03X4 ("k) 4X6 H0308 I4X4I 5 X 6 iI4X4 1111103 10 LlH0310 32108 31012 788 485 1'4"5 61" 31012 111012 152' 2439 I 2588 32108 8 454 "4 1974 2698 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed 105 mph Pf: NA Ce: NA VERT(LL): 0.455 G 867 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.051 G 375 180 Z 1522 I- /- /876 I- /138 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL). -0.115 I - - Q 1537 I- I- /897 Des Ld: 46 00 EXP: C Kzt: NA -IORZ(TL): 0.267 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height. 24.55 ft Building Code: Creep Factor: 2.0 Z Brg Wid = 4.0 Min Reg = 1.6 (Truss) Soffit: 2.00 TCDL' 10.8 psf BCDL' 48 psf CBC 2022 Max TC CSI: 0.938 Q Brg Wid = 5.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.981 Bearing Q is a rigid surface. Bearing Z Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.828 Members not listed have forces less than 375# Loc. from endwall Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 383-2355 l - M 196 -1 B-C 375 -2355 J - K 135 -1. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 907 -5747 K - L 114 -1402 T2 2x4 DF-L #1&Bet.(g); member design. D - F 1099 -7123 L - N 132 -1472 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. G - H 728 -208 M-0 144 -912 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. G - I 208 -804 0 - P 89 -870 Lumber shall be dried to a maximum moisture content H - J 112 -1414 of 19% prior to installation. Bracing Purlins Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp. member. all flat TC @ 24" oc V - X 4282 -507 U - T 2165 -166 Brace interior top chords of all trusses - W 4281 - 507 T - 5 911 -96 Plating Notes with purlmns at 24" 0/c. W - V 5844 -754 S - R 912 -96 Connectors in green lumber (g) designed using v - U 7023 -919 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) (++) - This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Loading A - Z 265 1488 F - U 831 -5285 Bottom chord checked for 10.00 psf non-concurrent 2037 -267 A-Y 2752 -451 H-U live load. ESSI V - C 359 -2203 T -AA 1300 -99 Truss checked for 300# movable concentrated load C - W 1672 -258 AA- N W-D 153 -735 N-O 1304 -97 107 -380 Top Chord, design along nonconcurrent with gravity loads. D-V 1544 -216 N-R 170 -1190 E - F 95 -401 R-P 1497 -128 I Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design V-F 179 -951 P-Q 129 -1523 gravity loads F-H 389-2649 Deflection 05/09/2024 /ll Max JT VERT DEFL: LL: 0.42" DL: 0.63". See detail DEFLCAMB1014 for camber recommendations. cIv Provide for adequate drainage of roof. 0 CALtflOf 'N **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssnwruupusv truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitabiIi' and use of 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orgAWC: awc org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.61. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520006 T176 AVIARA WEST APARTMENTS DrwNo: 12924.145820211 Truss Label: OH JCJ / GWH 05/08/2024 1819 23813 3'3l 4'l"S 71012 2"4 1224 14108 1974 25'8"q 32108 71012 '8 4 284 111111 72 3X4 1113X4 12 C 3X4 6X6 i - I ________________ 91 5X6 6X10 4X6 8X16 6X16 H03O8 C5X6 1114X44X6 11140310 32108 31012 788 334 465 2515 61 31012 111012 152" 2439 2698 32108 454 1974 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.418 E 943 240 Loc R+ / R- I Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.969 E 407 180 Y 1522 I- 1- /878 I- /138 Snow Duration: NA HORZ(LL): -0.094 E - - Q 1537 /- 1- /896 1-- HORZ(TL): 0.218 E - - Wind reactions based on MWFRS Building Code: Creep Factor 2.0 CBC 2022 Max TC CSI: 0.556 TPI Std: 2014 Max BC CSI: 0.978 Rep Fac: Varies by Ld Case Max Web CSI: 0.775 FT/RT:8(0)I10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Brace interior top chords of all trusses with purlins at 240/c. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 290-1488 F-T 941 -5135 A-X 2752 -500 H-T 1858 -282 X-C 413-2203 S-N 1338 -133 C-V 1671 -319 N-0 112 -389 V-D 182 -736 N-R 170 -1178 p-U 1546 -289 R-P 1521 -134 U - F 226 -950 P-Q 133 -1543 F-H 517-2833 No .'C 58005 * 05/09/2024 OF CALAIFO/ Y org vvia = '.0 loon rceq = 1.0 (Truss) Q Brg Wid = 5.5 Min Req = 1.6 (Truss) Bearing 0 is a rigid surface. Bearing V Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .17 A-B 425-2355 I - K 128 -1360 B-C 417-2355 J-M 183 -909 C-D 1049-5747 K-L 146 -1390 D - F 1305-7125 L-N 156 -1418 G-H 668 -197 M-O 150 -901 G-J 194 -855 0-P 92 -882 H - I 176-1516 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 4282 -591 U-T 7026 -1117 W-V 4281 -591 T-S 2156 -220 V - U 5843 -895 5- R 874 -85 WAKNINC5 AUANL)I-OLLUW ALL NOISON lhlL)i<AvVIN(d! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary. (551)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable ADply plates to each face of 1truss and position as 4lI shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the nsrrwca,panv truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com, ]CC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust R6852 JRef 1 XZ068520006 T177 AVIARA WEST APARTMENTS DrwNo: 12924145820773 Truss Label: QJ JCJ I GWH 05/08/2024 I > 2 Complete Trusses Required 1224 311 7912 8'f'4 14108 7912 58 284 12 0.5 2019 25813 32108 531 574 T111 12 17606 A3X4 5X4 A3X4 IM III4X4 T H1324 4X12 1ff5X6 II8° /10 0 86 5Xl 0 TI A '2 T1 =4X V2 a 8X16 —3X8 U 463 T B1 12 4X8 H0508(') 3X8 4X4 32108 424 529 1'lO? 478 499 5015 36' 424 10010 111012 196 2439 2948 32108 713 21112 4101 14108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL) 0.845 E 466 240 Loc R+ / R- / Rh / Rw /U / RL W 5292 /-2259 /2500 /2515 /2320 /1600 BCLL: o,00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.067 E 369 180 BCDL: 8.00 Risk Category: 11 Snow Duration. NA HORZ(LL): -0.194 E - - AB 2580 I- I- /895 /689 I- Des Ld: 46.00 EXP: C Kzt. NA ____________________ HORZ(TL) 0.245 E - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height. 24.55 ft Creep Factor: 2.0 W Brg Wid = 40 Mm Req = 2.8 (Truss) Soffit 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.732 AB Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.989 Bearing AB is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.965 Members not listed have forces less than 375# Loc. from endwall. Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731 17 A-R 7777 -4771 H-.! 174 - Wind Duration 1.60 WAVE, HS B-C 2271 -4771 I - K 625 -iL. C-D 4281-10149 J - M 183 -781 D-F 3892-10119 K-L 608 -1836 G - H 977 -2852 M - N 197 -772 H - I 815-2216 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi 2x8 DF-L SS(g); B6 2x8 DF-L #2(g); Webs 2x4 DF-L Standard(g) W2,W4,W9, W13 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); W10 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"0", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12 00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur Fac 1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at ( 8.04,21.67) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. NoC 58005 * 05/09/2024 Civil- Op * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W - V 1252 -1245 S - R 9805 -3772 V-U 9687-5032 R-Q 2481 -764 U - T 9747 -5049 0 - P 796 -208 T-S 10110 -4227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 1141 -2564 F-S 108 -578 A - V 5456 -2599 F -AA 3095 -7678 V-X 3086-5496 F-C 1194 -3545 X - Y 346 -386 AA- R 3026 -7505 X - C 2667 -5006 C - R 2682 -992 Y-C 1910-1851 R-1 413 -310 C-Z 1425 -321 Q - L 1695 -558 Z-T 1326 -228 L-P 284 -1008 T-D 284 -750 P-N 1283 -321 D-S 1108 -318 N-0 334 -1292 WAKNINtj AU ANU 1-ULLUW ALL NI,) I b, UN I Hlb UI<AWIN(j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of 'truss and position as 141116111.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , i.....pi rJ E Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ainmCOMPANY I truss in conformance with ANSI1TPl 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enoineering responsibility solelyor the design shown. The suitabili and use of 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.comjC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN; 21854 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T177 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.20773 Page 2 of 2 Truss Label: QJ JCJ I GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.84 DL: 0.23. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2259# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. NoC 58005 * 05/09/2024 * vvMrcr4IrI7 rcttku /JNL) IL)LLL)VV ALL iNL) I LO UiN 11`110 ui-cvviic,' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of CSl (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 87, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enctineering responsibility solely-for the design shown. The suitabilit' and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. No: C 58005 * 05/09/2024 CIVI OF C IF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp W-V 1252 -1245 S-R 9805 -3772 V - U 9687 -5032 R -0 2675 -810 U-T 9747-5049 0-P 767 -199 T-S 10110-4227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-W 1141 -2564 F-S 101 -577 A - V 5456 -2599 F -M 3097 -7682 V-X 3085-5496 F-G 1192 -3540 X - Y 347 -387 M- R 3028 -7509 X-C 2667-5008 G-R 2837 -1031 Y-C 1910-1851 1-0 171 -387 C-Z 1425 -321 Q - L 1920 -612 Z-T 1326 -229 L-P 276 -978 T-D 284 -750 P-N 1161 -292 D-S 1108 -318 N-0 323 -1239 Ply: 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T178 AVIARA WEST APARTMENTS DrwNo. 129.24.145819809 Truss Label: OK JCJ / GWH 05/08/2024 2 Complete Trusses Required 1208 1974 243 2 7813 394 4812 22 14" 7912 I8 "4 14108 2219 264" 32108 7912 58 210 265 201 5111 E 12 12 O5 W9 1.5X4, 3X4 3X4 H -3X4 H i _5X1O W13 "G 10 1-2 1T5,11 N t 6XP AB 11190312 - 8X16 81 12 1 2X 16 H1324 4X12 4X4 111308 H05o8r') -3X8 -4X4 32108 424 5210 11114 478 499 5015 36 424 10010 120 196 2439 2948 32108 7"13 210 4 01 14108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt NA Des Ld: 46.00 Mean Height 24.55 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi 2x8 DF-L SS(g); B6 2x8 DF-L #2(g); Webs 2x4 DF-L Standard(g) W2,W4,W9, W 1 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); W10 2x4 DF-L #i&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: I Row @12.00"oc. Bot Chord: 1 Row @12.00' o.c. Webs : 1 Row @ 4" cc. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1.25) TC From 76 plf at 0.0010 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (804,21.67) Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.861 E 458 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 1.087 E 362 180 W 5292 /-2259 /2500 /2515 /2320 /1600 Snow Duration: NA HORZ(LL) -0.188 E - - AB 2580 /- I- /894 /689 /- HORZ(TL): 0.237 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Min Reg = 2.8 (Truss) CBC 2022 Max TC CSI 0732 AS Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.989 Bearing AS is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSl 0.966 Bearing W Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 Plating Notes A - B 2272 -4771 H - J 152 -t B - C 2271 -4771 I - K 687 -2. Connectors in green lumber (g) designed using C - D 4281-10149 J - M 153 -647 NDS/TPI reduction factors. D - F 3892-10119 K - L 679 -2143 All plates are 1.5X3 except as noted. G - H 989 -2925 M - N 185 -722 (**3 I ni,nte\ reouire soecial nnneitinninn Refer to H - I 847 -2378 "VVAKNIN(" i<J\U P,NU I-ULLUVV ALL NU i tb UN i NIZ5 UP4/WViNU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing in'taIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aeply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any.failure to build the as OIN co,apus* truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pace listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'ructure is the responsibility of the BuiIdingDesigner per ANSI1TI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN; 21856 / COMN Ply; 2 Job Number: R3444W_DV Cust; R6852 JRef'1XZ068520006 1178 FROM; Qty; AVIARA WEST APARTMENTS DrwNo; 129.24.1458.19809 Page 2 of 2 Truss Label: OK JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2259# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No "C 58005 * 05/09/2024 * CF OF CALAV 6 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlirg, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing indtalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face, of truss and position as . shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Build inqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI PI 1, or for handling, shipping,, installation, and bracin of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com, TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust. R6852 JRef 1XZ068520006 T179 AVIARA WEST APARTMENTS DrwNo: 129.24.145818806 Truss Label: Ri JCJ / GWH 05/08/2024 71012 '"4 1348 14'1"8 1974 2439 2948 71012 3"8 524 16"' 4812 485 5015 E 12 H0510 2948 788 ,3'8 4812 485 5015 111012 'I'2"4 1974 2439 2948 284 14108 31012 31012 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA 46.00 Des Ld: Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall Any GCpi. 018 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct. NA CAT: NA PP Deflection in bc L/defl L/# Pf. NA Ce: NA VERT(LL): 0.307 0 999 240 Lu: NA Cs: NA VERT(CL). 0.713 0 494 180 Snow Duration: NA HORZ(LL)' -0.076 H - - HORZ(TL): 0.176 H - - Building Code Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.524 TPI Std: 2014 Max BC CSI: 0.791 Rep Fac: Varies by Ld Case Max Web CSI: 0.982 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731.17 Deflection Max JT VERT DEFL: LL: 0.31 DL: 0.45. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. C 58005 05/09/2024 * CIV OP CALI 6i~ A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL S 1358 I- I- /789 /23 /185 L 1372 I- I- /808 I- Wind reactions reactions based on MWFRS S Brg Wid = 4.0 Min Req = 1.5 (Truss) L Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing L is a rigid surface. Bearing S Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 408-2070 F-G 922 -4t B-C 400-2070 l-J 286 -2L. C-D 925 -4780 J-K 234 -1981 D-F 920-4784 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp R-Q 3693 -481 0-N 5580 -849 0-P 3693 -481 N-M 1860 -177 P-O 5638 -859 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A-S 285-1325 G-N 762 -3991 A-R 2416 -480 I - N 1553 -266 R-C 371-1857 J - M 106 -473 C-P 1229 -236 M-K 1876 -172 P-G 197-1064 K-L 160 -1332 G - I 448-2260 WARNIN KhAU AND -OLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathinci and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss nd position as 4*1'. S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General _4 L..PI N.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usnsscoesuen I truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building 0e5igner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. B-C 2279 -4490 G-1 269 -716 C - D 3933 -8907 I - J 902 -2563 D-F 3126-7723 J-K 667 -2153 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1252 -1246 P-0 8937 -3874 R -0 8767 -4909 0 - N 7654 -3090 0- P 8909 -4947 N - M 2059 -648 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 1143-2454 Z-D 264 -705 A-R 5090-2577 D-0 1355 -1459 R - U 3081 -5015 F - G 926 -2380 T-R 189 -451 0-H 681 -676 T-B 198 -459 G-H 2371 -973 U-V 2986 -4858 H-1 731 -2131 V-C 2661 -4515 H-N 2372 -5562 W-C 1946-1912 I - N 1665 -624 C-X 1198 -310 N-J 421 -377 X-Y 1274 -351 J-M 225 -582 V-P 1327 -362 M-K 2075 -653 P-Z 260 -683 K-L 395 -1334 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef; 1 XZ068520006 T180 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.19524 Truss Label: R2 JCJ / GWH 05/08/2024 I> 2 Complete Trusses Required 2948 31012 311" 41" 4'7"8 31012 7912 111012 196" 211012 1418 31012 7912 111012 141 "8 21012 311" 41 16' lii. 5X 3 E 12 05 11I3X1O 6X16 04 10X12 06 H0508 1111.503 1974 24'3"9 29'4"8 4812 485 5015 12 .J 4 12 1 N 8X16 88M 5X12 4'9"9 60'75 24'39 2949 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g), Bot chord 2x10 DF-L #2(g) B1, 86 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W11, W12 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" O.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.690 E 511 240 Loc R+ IR- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.871 E 404 180 S 4989 /-2271 /2500 /2410 /2237 /1600 Snow Duration: NA HORZ(LL): -0.171 E - - PA 2743 I- I- /972 /782 I- -IORZ(TL): 0.216 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 5 Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max TC CSI: 0.814 PA Erg Wid = 5.5 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.887 Bearing M is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.996 Bearing S Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 A-R 2236 -4416F-H 298 -79 No: C 58005 * 05/09/2024 * VVAP(IINLi NCIkL) PJNL) I-ULLUVV ALL NU i tb UN i Nib Ui-<AvviNij! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI andSBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. ADply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabiIi' and use of mis 155 Harlem Ave Idrawing for any 56"ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN 21868 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T180 FROM: Qty: AVIARA WEST APARTMENTS DrwNo. 129.24 1458.19524 Page 2 of 2 Truss Label: R2 JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.65 DL: 0.17. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2271# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 05/09/2024 Civit- PF WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in50a11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. Alpine a division of IT\N Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely for the design shown. The suitability and use of This HarlemAve drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AU-AS 727 -726 AK-AH 1776 -1764 AS-AP 657 -647 AR-AG 643 -631 AP-AM 1380 -1369 AG-AD 710 -687 AM-AK 1235 -1224 AD-AA 910 -908 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp NoC 58005 * 05/09/2024 1/ - ctvL_ Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16' oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. AS- G 612 -630 S -AG 868 -989 AP-G 274 -393 AG-W 941 -948 AM-O 891 -912 W-AD 697 -830 13-S 1267 -1271 AD-Z 1082 -1085 0-AG 495 -496 Z -AA 605 -684 Ply; 1 Job Number: R3444W_DV Cust; R6852 JRef;1XZ068520006 T181 AVIARA WEST APARTMENTS DrwNo; 12924. 145820883 Truss Label: R3 JCJ / GWH 05/08/2024 71012 1346 14'148 1974 2439 29'48 71012 38 524 16 4812 485 5015 1 12 3X4 3X8 A D III1,5X4("i I AU, .. .%.. 1 1'6"l 12 4 111306 2948 31012 788 38 4812 485 5015 31012 11'1O"12 '2'4 38 19'74 2439 284 2948 14108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL; 18.00 Speed; 105 mph f NA Ce; NA VERT(LL); 0.007 S 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.008 X 999 180 AU-133 I- I- /82 /5 /134 BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.019 L - - AH*126 I- I- /181 /78 I- Des Ld; 46.00 EXP; C Kzt; NA HORZ(TL); 0.022 L - - AU /-115 NCBCLL; 10.00 Mean Height 2450 ft Building Code; Creep Factor; 2.0 AP 1-264 Soffit; 2.00 TCDL 108 psf CBC 2022 Max TC CSI; 0.224 AM /-385 Load Duration; 1.25 BCDL 4.8 psf MWFRS Parallel Dist; 0 to h/2 TPI Std; 2014 Max BC CSI; 0.247 AK /-120 AG 1-173 Spacing; 24.0" C&C Dist a; 6.50 It Rep Fac; Varies by Ld Case Max Web CSI; 0.537 AD 1-346 Loc. from endwall; Any FT/RT;8(0)/10(0) AA /-601 GCpi; 0.18 Plate Type(s); Wind reactions based on MWFRS Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01 .02.0731.17 AU Brg Wid = 216 Min Req = - Lumber Additional Notes Al-I Brg Wid = 136 Min Reg = - Top chord 2x4 DF-L #2(9) Uplift connections required. See uplifts in R- and U Bearings AU & AR are a rigid surface. Sot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Members not listed have forces less than 375# Webs 2x4 DF-L Standard(g) Wi 0 2x4 DF-L #2(g); See DWGS Al 1530ENC1601 18, GBLLE11N0118, & Maximum Top Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content GABRST1601 18 for gable wind bracing and other Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation, requirements. G - J 705 -698 P - S 1110 -1135 J - M 704 -696 S-W 907 -936 Plating Notes M- O 709 -702 W-Z i -1105 per aivision of lTW Buildina ComDonents GrouD I ving tor any structure is the responsibil more information see these web sites; WING! DING THE INSTALLERS er to and follow the latest edition of ese functions. Installers shall pros sheathing and bottom chord shall I ntinuous lateral restraint (CLR. ins not be responsible for any deviation from this drawing, any failure to build the g. installation and bracin of trusses. A seal on this drawing or cover page ering responsibility solely-tor the design shown. The suitability and use of this tigner per ANSI/TPI 1 Sec.2. 1; TPI; tpinst.orq; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 21895 / GABL Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T181 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 12924 145820883 Page 2 of 2 Truss Label: R3 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1' 5287 180.00 TC 0.00 29.37 5287 179.99 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No- C 58005 * 05/09/2024 CI I OF WAkNINt P,L) P,NL) i-ULWVV ALL NO I tZ5 ON I HIZ5 Ui</kVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI . Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuiIdingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN nwc en truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stFucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites Aloine: aloineitw com: TPI toinst ora: SBCA: sbcacomoonents.com: ICC iccsafe.ora: AWC awc ora Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cost: R 6852 JRef. 1XZ068520006 T182 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.19898 Truss Label: R4 JCJ / GWH 05/08/2024 71012 '4 1348 141"8 1974 2439 2918 71012 38 524 16 4812 485 4915 E 12 12 05 3X4 I113X6 m6X10 1II1.5X4 m4X8 8X10 6X12 m4X1O 1113X4 05 10 2918 31012 788 38 4812 485 4915 31012 111012 '24 1974 2439 2918 38 284 14108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.298 0 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.692 0 504 180 S 1347 I- I- /782 /24 /182 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.076 H - - L 1361 I- 1- /801 I- I- Des Ld. 46.00 EXP: C Kzt: NA HORZ(TL): 0.177 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.54 ft Building Code: Creep Factor: 2.0 S Brg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.513 L Brg Wid = - Mm Req = - Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.777 Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 409 -2050 F-G 920 4732 B-C 401 -2050 l-J 281 -2011 Lumber Deflection C-D 923 -4711 J - K 225 -1882 Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.30 DL: 0.44'. See detail D - F 918 -4715 Bot chord 2x4 DF-L #1&Bet.(g) DEFLCAMB1014 for camber recommendations. Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Provide for adequate drainage of roof. Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens Comp of 19% prior to installation. R-Q 3650 -485 0-N 5483 -846 Bracing 0 - P 3649 -485 N - M 1771 -171 (a) Continuous lateral restraint equally spaced on P-O 5540 -856 member. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed A - S 286 -1313 G - N 760 -3935 after lumber has air-dried to 19% or less moisture A - R 2393 -482 I - N 1502 -260 content. R - C 370 -1830 J - M 108 -505 All plates are 1.5X3 except as noted. C - P 1200 -234 M - K 1803 -188 P-G 192 -970 K-L 159 -1322 Loading G-1 444-2224 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C No. C58005 7 member design. End verticals not exposed to wind pressure. 05/09/2024 1 Wind loading based on both gable and hip roof types. CIV OP VVMKrlINU t/8L) P,INU L)LLUVV /ALL iNU i t3 UN i riio, L)E(P,VVilNt.i **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary bracing ner BCSI. Unless noted top have bottom have Penis CA 92571 (951)300-1758 otherwise, chord shall oroperlv attached structural sheathina and chord shall a properly attached rigid ceiling Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face ofruss and position as 1-461111.1, Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General INotes page for additional information. ALPINE Alpine a division of lTW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover paae u*rnwcouruni 155 Harlem Ave I listing this drawing indicates acceptance of professional enaineeing responsibility solely tor the design shown. The suitabilif' and use of this Idrawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust R6852 JRef: 1 X2068520006 T189 AVIARA WEST APARTMENTS DiwNo: 129.24 1458 18695 Truss Label: RA JCJ / GWH 05/08/2024 1974 4,5,4 71012 824 1348 152' 2399 301013 32108 I 71012 I3!3 524 198I 425 74 E 12 12 05 V3X T2 NH0710 I TT Nl 1 _ I 5X6 6X10 4X10 8X12 6X12 H0308 5X6 1114X4 H0514 11106 1006 32108 31012 788 8 485 2'S"lSI 6'l 31012 111012 " 1974 2439 2698 32108 2'11"12, 424 152" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed. 105 mph Pf: NA Ce: NA VERT(LL): 0.424 G 929 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.986 G 400 180 Y 1522 I- I- /884 I- /136 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0.089 A - - P 1535 I- I- /890 I- I- EXP: C Kzt: NA Des Ld 46.00 -tORZ(TL). 0.208 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Mm Req = 1.6 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI 0.673 P Brg Wid = 5.5 Mm Req = 1.6 (Truss) BCDL 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0.974 Bearing P is rigid surface. Bearing Y Fcperp 625psi. Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSl 0.890 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 376 -2352 J - K 275 -21 Lumber Wind B-C 368-2352 K-L 176 -1'.. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - D 883 -5743 K - M 128 -1617 T2 2x4 DF-L #1&Bet.(g); member design D - F 878 -5749 L - N 173 -1464 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - G 880 -5771 N-0 68 -585 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); I - J 297 -2754 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. of 19% prior to installation. Deflection Maximum Bot Chord Forces Per Ply (Ibs) Bracing Max JT VERT DEFL: LL: 0.42" DL: 0.62. See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014 for camber recommendations. (a) Continuous lateral restraint equally spaced on Provide for adequate drainage of roof. X - W 4294 -497 T - S 3017 -281 member. W-V 4294 -497 S-R 1517 -159 V-U 6991 -893 R-Q 624 -58 Plating Notes U - T 6928 -884 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens.Comp. Webs Tens Comp (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning A - Y 261 1488 T - J 77 574 requirements. A - X 2748 442 S - M 1535 121 X-C 352 -2221 M-R 204 -1405 Loading C-V 1641 -243 L-M 128 -432 Bottom chord checked for 10.00 psf non-concurrent OVO 01 V - G 211 -1457 R - N 1692 -188 live load. G - I 460-3085 N - Q 127 -1268 Truss checked for 250# movable concentrated load G - T 722 -4738 Q-0 1378 -127 along Bottom Chord, nonconcurrent with design 150 -1513 I-T 2191 -271 0-P gravity loads. No. C 58005 Purlins \\ 05/09/2024 111 In lieu of structural panels use purlins to brace all flat 1' TC @ 24" Pc. C1 I or CAU ' "WARNING" KEADANL)bOLLUW ALL NOIESON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSl sections B3, B7, or B1O, as applicable. Apply plates to each face oflruss nd position as 1.41611h., A shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY truss in conformance with ANSI 1 or for handling shipping, installation and bracin9 of trusses. A seal on this drawin9 or cover paoe listing this drawina indicates acceptance of professional enaineering responsibility solely or the design shown. The suitability and use of this 155 Harlem Ave drawing for any s6ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 m1OX12 8Xi0 H0510 32'lOS II/4X6 4X6 4X6 ///4X4 —V Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef. 1XZ068520006 T190 AVIARA WEST APARTMENTS DrwNo: 129.24.1458.19523 Truss Label: RB JCJ / GWH 05/08/2024 11'06 145" 2199 291013 2104 18' 2 173" 14 21013 474 71012 i2"4 121112 152 151 "12 2439 32108 71012 i'll" 9" 17' 26' 31111 I TI 31012 31012 424 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt. NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #i&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W16 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.51. See detail DEFLCAMB 1014 for camber recommendations. Provide for adequate drainage of roof. 788 "9 214 5 1 7 61" 111012 i'2"4 '7' 2698 32108 21112 4413 152" 2181 Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.383 G 999 240 / I Loc R+ R- Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.863 G 457 180 Al 1521 I- 1- /491 /111 /71 Snow Duration: NA HORZ(LL): 0.076 A - - Z 1534 I- I- /196 /25 I- HORZ(TL): 0.177 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Al Brg Wid = 4.0 Min Reg = 1.6 (Truss) CBC 2022 Max TC CSI: 0.831 Z Brg Wid = 5.5 Min Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.771 Bearing Z is a rigid surface. Bearing Al Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI. 0.876 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01. A -13 590 -2356 N-0 167 -592 B-C 582 -2355 0-0 157 -649 Purlins C-E 1391 -5808 P-R 304 -2040 In lieu of structural panels use purlins to brace E - F 1393 -5828 o -5 180 -903 all flat TC @ 24" OC. F - H 1384 -5793 R - U 245 -1802 Brace interior top chords of all trusses G - I 1538 -312 S - T 232 -1302 with purlins at 240/c. G - J 324 -1748 T - W 233 -1339 H - L 1383 -5785 U - V 245 -1805 I - K 1669 -312 V-X 249 -1819 J - P 368-2030 X-Y 162 -1198 K-N 1826 -362 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AH-AG 4277 -821 AD-AC 3032 -422 AG-AF 4276 -821 AC-AB 1883 -211 AF-AE 5596 -1133 AB-AA 1151 -124 AE-AD 5541 -1120 Web Forces Per Ply (Ibs) Comp. Webs ebs Tens.Comp. Webs Tens. A -Al 386 -1488 L -AD 1061 -4458 A -AN 2753 -694 N -AD 3599 -769 AH-C 538-2196 AD-Q 93 -910 C-AF 1736 -391 R-S 123 -875 )J AF-F 209 -903 AC-W 1223 -215 4 * 05/09/202 J AF-L 403 -96 W-AB 141 -1159 H - I 196 -889 AB-X 1367 -158 C1 I J - K 756 -171 X-M 106 -949 L - K 653 -104 AA- Y 1486 -159 L-N 910-3747 Y-Z 186 -1512 I "WARNIN13 KhAU AND FOLLOW ALL NO I Lb ON I Nib L)NAWINOl inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as dtut. Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover pa 155 Harlem Ave Ilisting this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this North Building, 4th Floor Idrawing for any st'r'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Alpine aivision of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional .enoinering responsibility solely-for the design shown. The suitability and use of this drawing for any s!ructure is the responsibility of the Build ingDesigner per ANSI/TRI 1 Sec.2. For more information see these web sites: Ajpine. alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520006 T191 AVIARA WEST APARTMENTS DrwNo: 129 24.1458.17336 Truss Label: RC JCJ / GWH 05/08/2024 110'S 1578 IS' "12 2 8 313813 27 2104 1'S" 108 11 71012 Pi2"4 1424 173 206 1? 269" 32 10 8 71012 '8 3112 171 23' 307 528 R4X4 /116X8 4X4 1113X4 z—z 3X4 z—z 4X6 B C E F i :i T - Al 1113X6 =6x1Q m4X12 10X12 8X10 4X6 1113X6mH0514 5"4X6 1114X4 Deflection Max JT VERT DEFL: LL: 0.37' DL: 0.55'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 32108 I I 111012 32108 2'11"l2 4413 I 152" 2181 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1. NA Ce: NA VERT(LL): 0.395 G 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu. NA Cs: NA VERT(CL): 0.918 G 429 180 Al 1522 /- I- /601 /74 /90 Snow Duration: NA HORZ(LL): 0.081 A - - Z 1536 /- I- /434 I- /- HORZ(TL): 0.188 A - - Wind reactions based on MWFRS Building Code. Creep Factor: 20 Al Big Wid = 4.0 Min Reg = 1.6 (Truss) CBC 2022 Max TC CSI: 0.992 Z Brg Wid = 5.5 Min Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.813 Bearing Z is a rigid surface. Bearing Al Fcperp = 625psi. Rep Fac. Varies by Ld Case Max Web CSI. 0.883 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 .02.0731.17 Wind A-B 438-2355 N-O 186 -11 B-C 430-2355 O-R 196 -1(- Wind loads based on MWFRS with additional C&C C - E 858 -5819 P - Q 30 -962 member design. E - F 858 -5832 Q - T 10 -763 End verticals not exposed to wind pressure. F - G 853 -5804 R - S 223 -1375 Wind loading based on both gable and hip roof types. G - J 852 -5797 S - U 181 -1866 I-K 455 -70 T-V 0 -1434 Purlins l-L 67 -876 U-W 107 -1568 In lieu of structural panels use purlins to brace K - M 508 -75 V - X 56 -1644 all flat TC @ 24' oc. L - P 58 - 941 X - Y 49 -1452 Brace interior top chords of all trusses M - N 599 -76 with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AH-AG 4278 -566 AD-AC 3117 -87 AG-AF 4278 -566 AC-AB 1721 0 AF-AE 5884 -612 AB-AA 1364 0 AE-AD 5828 -606 Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Al 297 -1488 J-AD 666 -4612 -AH 2752 -514 N-AD 3646 -419 AH-B 112 -457 AD-S 0 -793 AH-C 341 -2199 Q-R 0 -607 C-AF 1746 -157 R-T 0 -726 D-E 52 -403 AC-W 1432 -101 AF-F 139 -770 W-AB 0 -1139 G-H 98 -744 AB-X 1171 0 H-J 806 -82 X-AA 0 -790 J - K 36 -390 AA-Y 1580 0 J - N 456-3777 Y-Z 49 -1507 Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 14111101111.1, ALPINE aNrrwCOMPANY 155 Harlem Ave North Building, 4th Floor 31012 31012 424 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 10.8 psI Soffit: 2.00 BCDL: 4,8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psI non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. NoC 58005 05/09/2024 1 p cW#' Ply. 2 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520006 T186 AVIARA WEST APARTMENTS DrwNo: 129.24.145820023 Truss Label: RD JCJ / GWH 05/08/2024 2 Complete Trusses Required 1108 167 197 259 26813 294 1'5 1 798 7912 674 15112 1778 22915 32109 7912 58 414 7 3311 6111 12 - 4 Ii1X3 5X10 E T I AD 1113010 4X8 5X8 4X6 32126 31092 I 789 I 211121 I 461 5015 ,492 39 31012 111012 14108 2161 269 112 32108 2'4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.703 D 561 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.879 D 446 180 AD 5278 /-2274 /2500 /2514 /2322 /1601 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.144 A - - AL 2430 /-19 I- /867 /701 I- EXP: C Kzt: NA Des Ld: 46.00 '-IORZ(TL): 0.180 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10 8 psf Building Code: Creep Factor: 2.0 AD Brg Wid = 4.0 Mm Req = 2.8 (Truss) Soffit: 2.00 BCDL 4 8 psf CBC 2022 Max TC CSI: 0.974 AL Brg Wid = 5.5 Mm Req = 1.5 (Truss) Bearing AL is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI: 0.717 Bearing AD Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.961 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 2233-4656 K-L 581 -1813 Lumber Loading B - C 2278 -4742 L -0 510 -1557 Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Truss checked for 250# movable concentrated load C - E 3931 -9144 M - N 752 -1792 Bot chord 2x10 DF-L #2(g) Bi along Bottom Chord, nonconcurrent with design E - F 3229 -7198 N - P 624 -1746 B6 2x6 DF-L SS(g); gravity loads. F - H 1725 -4114 0-0 421 -1413 Webs 2x4 DF-L Standard(g) W2,W4,W11 G -1 734 -1956 P - R 663 -1891 W14 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Purlins 1 -1 354 -413 Q - S 386 -1344 Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace I - K 568 -1762 S - T 440 -1507 of 19% prior to installation. all flat TIC @24' oc. - M 596 -1366 Brace interior top chords of all trusses Nailnote with purlins at 24' 0/c. Nail Schedule:0.131"x3", mm. nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Deflection Chords Tens.Comp. Chords Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Max JT VERT DEFL: LL: 0.65' DL: 0.16" See detail AD-AC 1252 -1245 Z - V 6062 -2442 Webs : 1 Row @ 4" o.c. DEFLCAMB1014 for camber recommendations. AC-AB 9461 -4943 Y - X 3197 -1044 Use equal spacing between rows and stagger nails Provide for adequate drainage of roof. AB-AA 9596 -4975 X - W 1462 -427 in each row to avoid splitting. AA-Z 9091 -3862 W-V 1408 -412 Special Loads (Lumber Dur.Fac.=1.60/ Plate Dur.Fac.1.25) Maximum Web Forces Per Ply (Ibs) TC: From 76 plf at 0.0010 76 pIt at 14.88 Webs Tens.Comp. Webs Tens. Comp. TC: From 78 plf at 14.88 to 78 plf at 29.12 BC: From 16 plf at 0.00 to 16 plf at 29.12 1 A -AD 1159 -2600 F - Z 1873 -3590 A -AC 5366 -2574 Z - H 2659 -1049 PLB: 5000 lb Conc. Load at (8.0421.67) AC-AF 3124 -5539 G - H 1 00 Plating Notes AE-AC 201 -423 H-J 654 -1819 Connectors in green lumber (g) designed using AE-B 210 -430 H-V 1595 -3639 NDS/TPI reduction factors. AF-AG 3027 -5365 J - K 734 -262 C 58005 All plates are 3X4 except as noted. No.AG-C 2683-4935 J-Y 2140 -808 1.25 plate duration factor used. AH-C 1840-1891 Y-N 94 -408 'I 05/09/2024 C-Al 1153 -393 L-M 165 -595 AI-AJ 1472 -606 X-R 1776 -627 AJ-AA 1536 -631 R-W 368 -1163 OF CAUV E-G 1068-2886 S-V 392 -113 AA-AK 325 -733 V - T 1623 -475 AK-F 335 -760 T-U 365 -1257 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f7/r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oftruss and position as .I4h shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General jp ri E Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the nsCOer*uv truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this any or cover P. 155 Harlem Ave listing this drawing indicates acceptance of professional naineering responsibility solelylor the design shown. The suitabiIif' and use of this drawing for any structure is the responsibility of the Building"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc or9 Glenview, IL 60025 SEQN: 23944 / COMN Ply. 2 Job Number: R3444W_DV Cust' R6852 JRef 1XZ068520006 T186 FROM: Qty. AVIARA WEST APARTMENTS DrwNo: 12924.1458.20023 Page 2 of 2 Truss Label: RD JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2274# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 II * 05/09/2024 1 - CiVL WING! )DING THE INSTALLERS er to and follow the latest edition of per 4sion of ITW BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the formance with ANSI ITPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page rawing, indicates acceptance of professional engi,neering responsibility solely-for the design shown. The suitability and use of this any structure is the responsibility of the Building Designer per ANSI/TRI 1 Sec.2. Inland Empire Truss 275 West Rider St Penis CA 92571 19511300-1758 ALPINE AN MN —FANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 24690 / GAEL Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T666 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03786 Page 2 of 2 Truss Label: 1 LF / CY 05/08/2024 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2 x 1.75 wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLETIN0118, & GABRST1 60118 for gable wind bracing and other requirements. No C 58005 * V 05/09/2024 / * A I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St handling installing bracing. Refer to follow latest BCSI Trusses require extreme care in fabricatinci shioping and and the edition of (Building Component Safety Information by TPI an8SBCA) br safety pactices orior to performing these functions. Installers shall provide temporary have Perris CA 92571 l951>3001758 bracing cier BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with BCSI face 'truss diagonal bracing installed on the CLR per sections B3, B7, or B10, as applicable. Aciply plates to each of and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General I Notes page for additional information. ALPINE J AN-Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 0-truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracino of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this drawing for any sEructure is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: I Job Number: R3444W0V Cust R 6852 JRef: 1 XZ068520010 T444 AVIARA WEST APARTMENTS DrwNo: 129.24.151301367 Truss Label: 1M JCJ / GWH 05/08/2024 611" 11910 1610" 21106 2708 611" 41010 506 506 522 4X4 0 T I 2708 611" 41010 506 506 522 611" 11910 1610" 21106 2708 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std. ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf NA Ce: NA VERT(LL): 0.054 K 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.126 K 999 180 M 1270 I- I- /739 I- /76 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.014 G - - G 1270 I- I- /739 I- I- EXP:C KZt.NA Des Ld: 46.00 '-tORZ(TL): 0.033 G - - Wind reactions based on MWFRS Mean Height: 24.64 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 M Brg Wid = 3.5 Min Reg = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.757 G Erg Wid = 3.5 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.659 Bearings M & G are a rigid surface. Spacing: 240" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.716 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver. 23.01.02.0731.17 A - B 236 -1941 D - E 249 - Lumber B-C 264-1734 E-F 170 -t C-D 247-1276 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. L - K 1790 -257 J - I 1564 -191 K-J 1564 -191 I - H 1022 -115 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A - M 157 -1221 D - I 424 -51 Bottom chord checked for 10.00 psf non-concurrent A - L 1763 -151 E - H 135 -646 live load. K - C 377 -9 H - F 1226 -134 Truss checked for 250# movable concentrated load C - I 124 -616 F - G 169 1235 along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C CFESSI member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof ty 'QLO No C 58005 * 05/09/2024 * 54~ VVRININ% P,UP,NU i-ULLUVV /ALL NU tb UN I Hib U5VViNL.! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceihng. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as 10,116.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinqComponents Group Inc. shall not.be responsible for any deviation from this drawing, any failure to build the AN MNCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any st'ructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC awc.org Glenview, IL 60025 pes Ply: I Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T445 AVIARA WEST APARTMENTS DrwNo' 129.24.1513.00027 Truss Label: 1M1 JCJ / GWH 05/08/2024 611" 11910 1610" 21106 2708 611" 41010 506 506 522 4X4 M G3X4 12 ii R G4X 4 AS I 1± AP 1I13X6 AO AN AM Al AG AD 1113X6 AA Z X6 ru4X4 ru4X4 4X4 4X4 2708 611" 41010 506 5'0"6 522 611" 11910 1610' 21106 2709 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.010 D 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.024 D 999 180 AP* 134 I- I- /179 /73 /6 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.028 N - - AG*160 I- 1- /160 /50 I- EXP: C Kzt: NA Des Ld: 46.00 IORZ(TL): 0.033 N - - AP 1-684 Mean Height: 24.64 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AO L102 TCDL' 10.8 psf Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Max TC CSI: 0.237 AM /-633 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.276 AA /-198 W /-1089 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.918 Wind reactions based on MWFRS Loc. from endwall: Any FTIRT:8(0)I10(0) AP Brg Wid = 168 Min Req = - GCpi: 0.18 Plate Type(s): AG Brg Wid = 156 Min Req = - Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Bearings AP & AG are a rigid surface. Lumber Additional Notes Members not listed have forces less than 375# Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Maximum Top Chord Forces Per Ply (Ibs) Chords Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Tens Comp. Chords Tens Comp Webs 2x4 DF-L Standard(g) See DWGS Al 1530ENC1601 18, GBLLETIN0118, & A - E 1357 -1403 M - R 868 -860 Lumber shall be dried to a maximum moisture content GABRST160118 for gable wind bracing and other E - I 1175 -1198 R - V 1107 -1124 of 19% prior to installation, requirements. I - M 953 -951 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens Comp Chords Tens Comp member. AP-AN 473 -471 AG-AD 618 -621 Plating Notes AN-AM 1185-1183 AD-Z 741 -741 Connectors in green lumber (g) designed using AM-Al 732 -798 Z - W 905 -904 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Wind Wind loads based on MWFRS with additional C&C A -AP 690 - 776 I -AD 964 -989 member design. A-AM 1349 -1330 AD-R 1989 -1095 End verticals not exposed to wind pressure. AM-E 996-1164 R-Z 734 -798 E -Al 1260 -1298 Z - V 1342 -1336 Wind loading based on both gable and hip roof types Al-I 808 -892 V-W 1100 -1154 Maximum Gable Studs Gable studs (dashed members) may be installed at 16" Gable Forces Per Ply (Ibs) oc with Wave plates. In lieu of plates use (3) 16ga. 0: Gables Tens Comp 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed No. C 58005 AN-AS 119 -602 through chord into web & web into chord on one face \\ for a total of (6) staples per connection. * 05/09/2024 C1 t / **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and installed with position as 1.464, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN "CONPANY for handling, installation truss in conformance with ANSI/TPI 1 or shipping, and bracin9 of trusses. A seal on this rawina or cover paae 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Build ingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - SEQN: 22883 I GAEL Ply: 1 Job Number: R3444WDV Cust. R6852 JRef:1XZ068520010 T445 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24151300027 Page 2of2 Truss Label: 1M1 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 17997 BC 0.00 2704 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3 5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No C 58005 * 05/09/2024 * 'OF CALA WARNING REAL) AND l-OLLOW ALL NO I LS ON I HIS DI<AWIN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing inalIed on the CLR per SCSI sections B3, B7, or B1O as applicable. Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General IL...PI rJ E Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnwCOMPANY truss in conformance with ANSI/WI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfiucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orWC: awc.org Glenview, IL 60025 576 592 2376 2948 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL M 1380 1- I- /803 I- /80 G 1380 I- I- /803 I- Wind reactions reactions based on MWFRS M Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearings M & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 262 -2148 D-E 277 -1448 B-C 293-1957 E-F 194 -1281 C-D 275-1443 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1990 -282 J-1 1774 -214 K-J 1774 -214 I - H 1187 -133 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 171 -1331 D - I 484 -57 A-L 1965 -177 E-H 144 -8 K-C 376 0 H - F 1377 -149 C-I 136 -675 F-G 183 -1341 2948 576 18' VIEW Ver: 23.01 .02.0731.17 Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.065 K 999 240 VERT(CL): 0.154 K 999 180 HORZ(LL): 0.017 G - - HORZ(TL): 0.041 G - - Creep Factor: 2.0 Max TC CSI: 0.768 Max BC CSI: 0.683 Max Web CSI: 0.798 Ply: 1 Job Number: R3444W_DV Gust: R 6552 JRet: 1 XZ068520010 T446 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.59309 Truss Label: iN JCJ / GWH 05108/2024 611" 1266 18 2376 2948 611" . 576 5510 576 592 4'4X4R1) I 611" 5510 611" 12410 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 8.00 Risk Category: 11 Snow Duration: NA EXP:C Kzt:NA DesLd: 46.00 Mean Height: 24.83 It NCBCLL: 10.00 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.00 It Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No: C 58005 * 05/09/2024 OF CA WAKNINLi .IAU ANt) frULLUW ALL NO I LS UN I Hl LJFAWINO! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI and fabricating, f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with 'diagonal bracing in'caIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as ilIb I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the urrrwceepaev truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional engineering responsibility solelylor the design shown. The suitability and use of ti-us 155 Harlem Ave drawing for any sEructure is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 T I AT III" c4X4R1l 2948 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPIStd: 2014 Rep Fac: Varies by Ld Case FT/RT: 8(0)/i 0(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.010 D 999 240 VERT(CL): 0.024 D 999 180 HORZ(LL): -0.031 P - - HORZ(TL): 0.036 P - - Creep Factor: 2.0 Max TC CSI: 0.255 Max BC CSI 0.276 Max Web CSI: 0.647 Ply: 1 Job Number: R3444W_DV Oust. R6852 JRef: 1 XZ068520010 1447 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.58301 Truss Label: 1N1 JCJ / GWH 05/08/2024 611" 1266 1 18' 2376 2948 611" 576 5'5"10 576 592 611" 5510 576 576 592 611' 12410 18' 2376 2948 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II IEXP:C Kzt:NA DesLd: 46.00 F Mean Height: 24.83 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2 x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. VIEW Ver. 23.01.02 0731.17 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC1601 18, GBLLETIN0118, & GABR5T1601 18 for gable wind bracing and other requirements. C 58005 * 05/09/2024 OF CAUAIF~ * A Maximum Reactions (Ibs), or "PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL AT* 135 I- /- /189 /82 /6 AK* 160 I- I- /152 /43 AT /-708 /-708 AS /-102 AQ 1-623 Z /-1120 Wind reactions based on MWFRS AT Brg Wid = 168 Min Req = - AK BrgWid= 184 Min Reg = - Bearings AT & AK are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 1401-1446 O-T 966 -968 E-J 1308-1330 T-Y 1228 -1248 J - O 1087-1089 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AT-AR 473 -471 AK-AH 704 -708 AR-AQ 1185-1183 AH-AD 833 -830 AQ-AM 796 -771 AD-Z 1010 -1099 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AT 713 -799 J-AH 1087 -1098 A-AQ 1390-1373 AH-T 1127 -1146 AG- E 995 -1167 T -AD 793 -852 E -AM 1330 -1362 AD- Y 1441 -1435 AM-J 757 -823 Y-Z 1127 -1176 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. AR-AW 120 -502 WAKNIN(d' <bAD AND FOLLOW ALL NO I bS ON I HIS L)NAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 IComponent Safety Information by TPl an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 I bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly lattachea rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss and position as 14,11161111., I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. 'Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 'truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabilityand use of is Idrawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 22890 / GAEL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T447 FROM: Qty: I AVIARA WEST APARTMENTS DrwNo: 129.24.1512.58301 Page 2 of 2 Truss Label: 1N1 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TC 0.00 29.37 5287 179.98 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 05/09/2024 * c 1: WAKNINt5 PAU ANU WLLOW ALL NO I Lb ON I Hlb L)I<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oi webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or Sb, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwcoeruuv Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24542 MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520010 1553 FROM AVIARA WEST APARTMENTS DrwNo: 130.24 1812.36367 Truss Label: 1NA / GWH 05/09/2024 I ' 2 Complete Trusses Required 423 7011 132" 14715 23 2664 30108 423 2106 525 1015 7' 364 444 III 5X 12 -_4X4 1111.5X3 1111,5X3 M -_5X6 IN A W1 3X10 C4X4 3X10 1111 5X3 H0306 3X8 085 1111 508 3 6X10 6X6 30108 41' 6'15 268 314 388 4' 444 2"3 132 1588 18912 2264 2664 30108 2108 7'011 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height. 24.50 ft NCBCLL: 0.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 60 psf Load Duration: 1.25 MWFRS Parallel Dist' 0 to h/2 Spacing. 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpr: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.055 F 999 240 Loc R+ / R- / Rh / Rw /U / RL X 1496 I- I- /901 I- /157 Lu: NA Cs: NA VERT(CL): 0.125 F 999 180 Snow Duration: NA HORZ(LL): '0.016 0 - - 0 1490 I- I- /894 -IORZ(TL). 0.037 0 - - Creep Factor: 2.0 Wind reactions based on MWFRS X Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.412 0 Brg Wid = 40 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.276 Bearing X is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.399 Bearing 0 Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp Chords Tens. Con VIEW Ver: 23.01 .02.0731.17 A-P 7-1m7 (i in - WAVE, HS Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted, Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TIC -0.25 26.79 4867 BC 26.71 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 * CIVII (OF CALAVO~~ B-D 11 -1132 I-J 10 C-E 0 -503 J-M 47 -947 D-F 16-1047 M-N 44 -947 F-H 0 -7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Cornp. Chords Tens. Comp W-V 958 -75 S-R 1486 -56 V-U 1059 -58 R-Q 1444 -55 U-T 1485 -55 0-P 1443 -56 T-S 1485 -55 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-X 1 -726 H - J 41 -897 A-W 982 0 K-P 18 -636 C-U 473 0 P-N 1125 -49 E-G 11 -649 N-O 44 -725 WAKNIN(5" i4.AU P,NL) F-OLLOW ALL NO I 1=6 ON I Hlb L)I-<AWIN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as 11496111.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 1L._PI r4.J E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/IPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pace listing this drawing indicates acceptance of professional enaIneeing responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any Is is the responsibility of the Building Designer per ANSlITPt 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafeorg; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cost: R6852 JRef:1XZ068520010 T554 AVIARA WEST APARTMENTS DrwNo: 129.241512.57282 Truss Label: 1NB JCJ / GWH 05/08/2024 423 743 901? 16' W'015 23' 2664 30108 423 32" 188 605 515 6111 364 444 1111. 5X4 HIJ $::W21 :4 E !U m3 X8 1113X4 m3X10 4X4 3X10 mH0308 iI8X8 m6Xl0 6X6 e3X4 30108 41' "3 615 208 314 388 4' 444 41" '2"3 132" 1588 18912 2264 2664 30108 2108 7011 Loading Criteria (psI) Wind Criteria ,TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dial: 010 h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC © 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.129 H 999 240 Loc R+ R- Rh /Rw /U /RL / / Lu: NA Cs: NA VERT(CL): 0.290 H 999 180 Z 1508 /- /- /902 /- /157 Snow Duration: NA HORZ(LL): 0.046 C - - Q 1497 /- /- /893 I- '-IORZ(TL): 0.103 C - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.874 0 Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.503 Bearing Z is a rigid surface. Bearing Q Fcperp = 625psi. Rep Fac. Varies by Ld Case Max Web CSI. 0.814 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading A-B 14-2047 H - J 0 -1818 B-C 23-2243 I - K 12 -873 Truss transfers a maximum horizontal load of C - F 57 -2109 K - L 12 -873 4867 # ( 180.00 plf) along top chord, from either D - E 0 -632 L -0 94 -1904 direction, to supports where indicated. Diaphragm and E - G 0 -697 0- P 87 -1903 connections are to be designed by Engineer of Record. F - H 60 -2030 Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC -0.25 26.79 4867 BC 26.71 Maximum Bot Chord Forces Per Ply (Ibs) Truss checked for 300# movable concentrated load Chords Tens.Comp. Chords Tens. Comp. along Top Chord, nonconcurrent with design gravity - -151 U - T 2897 -108 loads. X-W 2091 -117 T-S 2904 -110 Truss checked for 250# movable concentrated load W - V 2891 -107 S - R 2903 -111 along Bottom Chord, nonconcurrent with design - U 2891 -107 gravity loads. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Z 1-1465 J - L 88 -2087 A-Y 2003 0 L-N 48 -417 Y-B 29 -624 M-R 36 -1282 D-W 589 0 R-O 87 -465 W-G 463 0 R-P 2261 -98 W - I 64 -565 P-Q 88 -1457 G - I 0 -498 No .'C 58005 * 05/09/2024 * Op C41jf 'WAKNINI5''<bAD AND hOLLOW ALL NO I bS ON I HIS DI'<AWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawinq or cover pa 155 Harlem Ave listing this drawina' indicates acceptance of professionI ,enaineering responsibility solelylor the design shown. The suitabili and use of is drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.or LAWC: awc.org Glenview, IL 60025 Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads; Force(#) (PLF) Mbr Start End Case 1; 4867 180.00 TC -0.25 26.79 4867 BC 26.71 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Plating Notes W-V 2599 -89 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 2 -1469 K -AB 45 -396 A-Z 2001 0 AB-M 85 -2178 Z-B 27 -602 N - S 36 -1283 X-G 640 0 M-O 47 -446 X-H 49 -638 S - P 87 -466 H-U 387 0 S - Q 2265 -97 I-AB 74-2083 Q-R 68 -1459 No: C 58005 05/09/2024 9F CAL1,14/ * Ply; 1 Job Number: R3444W_DV Cust; R6852 JRet:1XZ068520010 T555 AVIARA WEST APARTMENTS DrwNo: 12924 1512.57926 Truss Label: INC JCJ I GWH 05/08/2024 11611 26" 423 743 32" 1 9011 16' 1T715 23' 2664 30108 423 188 455 1'7"1 541 364 444 ii3X4 0 v4X4 4 E12 o4X6 _5X6 3X4 12 EM P I ' ao ii 1113X4 3X10 4X4 3X4 3X10 i40308 3X8 i!18X8 6X10 6X6 30108 41" l" 615 268 314 388 4' 444 41" '2"3 132' 1588 18912 2264 26'6"4 30108 0 8 N1ll"l Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL; 18.00 Speed; 95 mph Pf; NA Ce; NA VERT(LL); 0.222 K 999 240 / I Loc R+ R- Rh /Rw /U /RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.533 K 695 180 M 1510 I- I- /903 I- /157 BCDL; 10.00 Risk Category. 11 Snow Duration. NA HORZ(LL); 0.068 C - - R 1499 I- I- /892 I- I- Des Ld; 48.00 EXP; C Kzt NA HORZ(TL); 0.158 C - - Wind reactions based on MWFRS NCBCLL; 0.00 Mean Height. 24.50 ft Building Code; Creep Factor; 2.0 AA Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit; 2.00 TCDL' 108 psf BCDL; 6.0 pst CBC 2022 Max TC CSI; 0.976 R Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 TPl Std; 2014 Max BC CSI: 0.533 Bearing AA is a rigid surface Bearing R Fcperp = 625psi Spacing; 24.0 " C&C Dist a; 3.00 It Rep Fac; Varies by Ld Case Max Web CSI; 0.987 Members not listed have forces less than 375# Loc. from endwall; Any FTIRT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi; 0.18 Plate Type(s); Chords Tens.Comp. Chords Tens. Con Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01.02.0731.17 A-B 15-2047 H-L 6 -t Lumber Purlins B - C 23 -2249 I - J 1864 Top chord 2x4 DF-L #2(g) T2, In lieu of structural panels use purlins to brace all flat C - F 67 -2153 L - M 6 -639 T3 2x4 DF-L #1&Bet.(g), TC @ 24" oc. D - E 126 -376 M - P 94 -1907 Bot chord 2x4 DF-L #1&Bet.(g) E - G 20 -450 P - Q 87 -1906 Webs 2x4 DF-L Standard(g) Wind F - J 74 -2021 W13 2x4 DF-L #1&Bet.(g); W21 2x4 DF-L #2(g), Wind loads based on MWFRS with additional C&C Lumber shall be dried to a maximum moisture content member design. of 19% prior to installation. Left end vertical exposed to wind pressure Deflection Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp Bracing meets U360. Right end vertical not exposed to wind pressure. Z - Y 1947 -151 V - U 2605 -90 (a) Continuous lateral restraint equally spaced on Y - X 2173 -121 U - T 2907 -110 member. Wind loading based on both gable and hip roof types. ,., , 0ano no 'r c ')0v7 un **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) nor safety practices Orion to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B10 as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'tN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the COMP— truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of North Building, 4th Floor drawing for any s!r'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 0 =3X10 0404 eH0308 308 III 1.5X3 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T625 AVIARA WEST APARTMENTS DrwNo: 129.24.151302987 Truss Label: 1ND / RTT 05/08/2024 I 2 Complete Trusses Required 11 423 7011 1203 4'23 2100 4'0'8 23' 24" 18815 208" 278' 29'4 6'8'12 1111 48' 1'0"8 1111.503 M 2948 41" ("3 4118 5119 284 24" 364 2104 43"171132 208" 23' 2664 2948 2108 7'O'i I Loading Criteria (pot) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" °.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted, Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.057 D 999 240 Lu: NA Cs: NA VERT(CL): 0.132 D 999 180 Snow Duration: NA HORZ(LL): 0.015 C - - HORZ(TL): 0.035 C - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.355 TPI Std: 2014 Max BC CSI: 0.289 Rep Fac: Varies by Ld Case Max Web CSI: 0.379 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 titta'oo Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC -0.25 26.79 4867 BC 25.21 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 05/09/2024 S)F CALJIF~04~V/ * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh I Rw /U / RL X 1427 I- 1- /852 1- /166 1426 I- 1- /855 I- Wind reactions reactions based on MWFRS X Brg Wid = 5.5 Min Req = 1.5 (Truss) Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing X is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 17 -957 G-H 0 -1038 B-C 26-1951 J - K 51 -1235 C-D 32-1318 K-L 19 -567 D-G 35-1330 L-N 19 -570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 909 -91 S-R 1324 -46 V-U 987 -77 R-Q 1243 -50 U-T 1323 -82 0-P 624 -22 T-S 1323 -82 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-X 7 -692 H-J 44 -1177 A-W 932 0 J - Q 43 -477 C-U 443 -17 0-K 791 -34 F-R 18 -599 K-P 41 -575 R-H 848 -25 P-N 832 -26 R-J 23 -427 N-0 35 -703 WAKNINt5 AD AND -OLLOW ALL NO I Lj ON I Hlb UI<AWlN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing any.failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawinq or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of this drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust' R6852 JRef:1XZ068520010 T626 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03193 Truss Label: 1NE / RU 05/08/2024 'T1111 4511 SOil 91111 151110 20815 23' 278" 294" 4511 47" 11 4215 495 231 48" 188 1111.5X3 I 06 E A Ni ! I 3X1O 54X4 H0308 3X8 4X6 liii 5X3 m4X6 4X6 41" 411 4'7" 2'8" 2948 615 210" 2'4" 3'6"4 2104 41" '"1i 9011 11811 1710" 208" 23' 2664 2948 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.124 F 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 000 Enclosure: Closed Lu. NA Cs: NA VERT(CL)' 0.288 F 999 180 Z 1429 I- I- /854 I- /166 BCDL' 10.00 Risk Category. If Snow Duration: NA HORZ(LL): 0.027 G - - 0 1425 I- I- /853 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.071 G - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL. 0.00 Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Mm Reg = 1.5 (Truss) TCDL' 10.8 psf Soffit: 2.00 BCDL' 60 psf CBC 2022 Max TC CSI: 0.713 0 Br Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.502 Bearing Z is a rigid surface. Bearing 0 Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.771 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE, I-IS VIEW Ver: 23.01.02.0731.17 Lumber Purlins A-B 30-1940 H - I 403 B-C 51 -2139 l-J 0 -iL. Top chord 2x4 DF-L #2(g) T2, In lieu of structural panels use purlins to brace all flat C - I) 64 -2225 L - M 108 -2469 T32x4DF-L#1&Bet.(g); TC@24"oc. D-F 66 -2237 M-N 41 -1134 Bot chord 2x4DF-L#i&Bet.(g) F - I 66 -2236 N - P 41 -1140 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); Wind Lumber shall be dried to a maximum moisture content Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation, member design. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Left end vertical exposed to wind pressure. Deflection meets L1360. Y - X 1845 -180 U - T 2217 -97 Connectors in green lumber (g) designed using Right end vertical not exposed to wind pressure. X - W 1953 135 T - S 2486 105 NDS/TPI reduction factors. W - V 2226 -141 S - R 1246 -46 All plates are 3X4 except as noted. Wind loading based on both gable and hip roof types V - U 2226 -141 (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs) requirements. Webs Tens.Comp. Webs Tens. Comp. Loading A-Z 9-1390 T-L 49 -867 Truss transfers a maximum horizontal load of A - Y 1898 0 J - L 91 -2346 4867#( 180.00plf) along top chord, from either YB 59 -563 L-S 89 954 direction, to supports where indicated. Diaphragm and C-W 594 -36 S-M 1582 -72 connections are to be designed by Engineer of Record. ES W-E 91 -440 M-R 83 -1149 Drag Loads: Force(#) (PLF) Mbr Start End 85 -479 R-P 1663 -55 Case 1: 4867 180.00 TC -0,25 26.79 H T 42 -512 P-Q 72 -1405 4867 BC 2521 T-J 1087 -56 Truss checked for 3009 movable concentrated load along Top Chord, nonconcurrent with design gravity loads. No. C 58005 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design \* 05/09/2024 * gravity loads "WAKNINi" I<AU ANy t-OLWW ALL NO I tb ON i Hlb L)I'<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices orior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B10, as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings i6OA-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the s5r'wca,pu5r truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina ' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI' tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV - Cust. R6852 JRef:1XZ068520010 T627 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03354 Truss Label: 1NF / RTT 05/08/2024 11 4511 1043 11'"3 151110 208" 22'0'7 278" 294" 4511 5108 11" 487 486 1'4/ 48' 188 1111,5X3 0 4X6 1111 5X3 B 5X8 III1.5X3 T2 e6X10 III1,5X3 til.5X3 F K H I 1 12 0.5 ii 23 Z fW U T S 3X10 o04 H0308 m4X8 m4X6 IIJ1.5X3 m4X6 m4X6 2949 A 41" 4111 5108 1'4"f 615 210" 24" 36 4 2104 41 4'"11 1043 1l8l1 1710" 208 23' 2664 2948 Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) DetuiCSl Criteria £ iviaximum Reactions (iuS) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pt: NA Ce: NA VERT(LL): 0.151 F 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.338 F 999 180 Z 1430 1- I- /856 /- /166 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.034 G - - 0 1424 /- I- /852 EXP: C Kzt: NA : Des Ld 48.00 HORZ(TL): 0.083 G - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL 108 psf 501St: 2.00 CBC 2022 Max TIC CSI: 0.911 Q Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 6 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.523 Bearing Z is a rigid surface. Bearing 0 Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.786 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords . Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 29-1966 H - I 417 -52 B-C 48-2119 l-J 1945 -126 Top chord 2x4 DF-L #2(g) T2, Wind loads based on MWFRS with additional C&C C - D 67 -2041 L - M 111 -2496 T3 2x4 DF-L #1&Bet.(g); member design. D - F 67 -2044 M - N 42 -1138 Bot chord 2x4 DF-L #1 &Bet.(g) - - - - .. . Left end vertical exposed to wind pressure. Deflection F - J 67 -2043 N - P 42 -1144 Webs 2x4 DF-L Standard(g) W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 pIt) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TIC -0.25 26.79 4867 BC 25.21 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. meets 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Cornp. Chords Tens. Comp Y-X 1875 -181 U-T 2003 -95 X-W 1925 -121 T-S 2511 -110 W-V 2044 -129 S-R 1251 -48 V-U 2044 -129 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 6 -1394 T-L 67 -1213 A-Y 1934 0 I - L 82 -2087 V-B 67 -562 K-L 106 -744 C-W 583 -56 L-S 92 -976 W-E 104 -525 S-M 1611 -77 D-E 82 -516 M-R 85 -1152 F-G 87 -379 R-P 1669 -57 H-T 48 -468 P-Q 74 -1405 T-1 1318 -77 No .'C 58005 * 05/09/2024 OP CALA * WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) nor safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Locations shown for oermanent lateral restraint of'webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable AopIy plates to each face oltruss and position as 01111611111., I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I —co— truss in conformance with ANSI I or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina indicates acceptance of professional enomneering responsibility solely nor the design shown. The suitability and use of 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinstorg; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 669 -228 V - X 2318 -333 AB-AA 2272 -400 X-W 1920 -278 An,- Z 3028 -457 W - V 2598 -340 Z-Y 2318 -333 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 154-1530 X-K 376 0 A-AC 1408 -128 K-W 126 -583 _...B AC-B -AB 157-1228 1956 -207 W-L W - N 1775 -274 221 -1646 AB-C 165-1224 L-N 242 -1841 C-AA 1114 -78 M-N 189 -849 AA-D 109 -803 N-V 210 -1030 No. C 58005 D-Z 146 -839 V-T 2781 -361 1*11 Z-F 565 -5 P-Q 57 -498 05/09/2024 F - X 59 - 557 R - S 63 -397 OF 520 -100 162 -522 T-U 240 -1488 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T628 AVIARA WEST APARTMENTS DrwNo: 129241513.02986 Truss Label: 1NG / RTT 05/08/2024 11111 510" 9015 1563 1 16'"3 201012 266" 27''7 312" 32'1"8 11111 3105 3215 654 13' 419 574 1'07 379 188' S 3X10 3X4 3X4 H 5X6 6X8 12 ____________________________________________ OP 1 B m4X6 X4 cT2 -r TI e, W3 hi I AD Y XX V U 1113X4 1114X6 5X6 4X4 /11.5X4 m3X4 m5X8 4X8 1113X6 \\\4X6 H0308 3X4 32108 458 3' 510" 91 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 4600 Mean Height: 24.56 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2, 14 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3, W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 215 654 615 268 24" 648 315 1563 2178 242" 266" 32108 Snow Criteria (Pg,Pt in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL). 0.173 E 999 240 / / Loc R+ R- Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.400 E 985 180 AD 1533 I- I- /886 I- /120 Snow Duration: NA HORZ(LL): 0.050 B - - U 1539 I- /- /888 I- HORZ(TL): 0.118 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 MaxTC CSI: 0.914 U Brg Wid =4.0 Min Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI. 0.638 Bearing U is a rigid surface. Bearing AD Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.799 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 - A-B 74 -633 1-0 282 -Z Wind B - C 246-2176 J - K 632 Wind loads based on MWFRS with additional C&C C - D 306 -2959 K - L 836 -119 member design. 0- E 266 -2525 L - M 2415 -352 End verticals not exposed to wind pressure. E - H 306 -2413 M-0 2198 -304 Wind loading based on both gable and hip roof types. F - G 709 -88 N - Q 343 -2602 G-J 537 -51 Q-R 340 -2585 H - I 284 - 2307 R - T 340 -2592 WARNING HEAD AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (851)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"called on the CLR per BCSI sections B3, B7, or 910, as applicable Aoply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the asrrwcss,pasv truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracin9 of trusses. A seal on this drawing or cover paae listing this drawino indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sti"ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA. sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 S Ply: 1 Job Number: R3444W0V Cust R6852 JRet. 1 XZ06852001 0 1629 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03192 Truss Label: 1NH / RU 05/08/2024 1873 258 3911 510" 101015 1563 16j1"ll 3911 205 5015 474 7' o 3X10 H 12 4 l2" T \\\4X4 E. A AD 1113X4 22812 266" 419 3's"4 3X4 j '5X6 4X6 K L eT4---- E \\\4X8 4X6 IIl4X6 C T2 (SRS) Ac AB M z Y X W V 4X4 4X6 5X6 4X4 \\\4X6H0308 3X4 6X8 6X10 m3X4 4X10 32108 32 8 278 5015 615 268 24" 648 328 510" 101015 1563 2178 242" 266" 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.231 E 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.536 E 735 180 AD 1534 I- I- /890 I- /120 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 B - - U 1538 I- I- /884 I- I- Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.159 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.56 ft Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.841 U Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.518 Bearing U is a rigid surface. Bearing AD Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.730 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 140-1181 I - K 1041 -115 B-C 232-1852 J-0 300 -2233 Top chord 2x4 DF-L #1&Bet.(g) T2, Wind loads based on MWFRS with additional C&C C - D 305 -2786 K - L 1116 -161 T4 2x4 DF-L #2(g); member design. D - E 270 -2464 L - N 3227 -512 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - H 304 -2351 M - P 564 -3564 Webs 2x4 DF-L Standard(g) W3, W20 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - G 970 -130 N -0 2336 - 339 G-I 865 -116 P-R 391 -2689 Lumber shall be dried to a maximum moisture content H - J 302 -2240 R - T 391 -2695 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDSITPI reduction factors. AC-AB 1137 -269 Y - X 2293 -330 All plates are 1.5X3 except as noted. AB-AA 1926 -358 X - W 1467 -208 AA-Z 2835 -429 W-V 2671 -386 Loading Z - V 2293 -330 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 3004 movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Top Chord, nonconcurrent with design gravity loads. ESSI A-AD 162-1510 J - K 160 -493 Truss checked for 2504 movable concentrated load A-AC 1479 -133 W -L 1795 -257 along Bottom Chord, nonconcurrent with design 00 W, AC-B 118 -988 W-M 306 -2111 gravity loads. B -AB 1423 -156 L - M 435 -2608 AB-C 175-1183 M-N 215 -1154 Purlins or C-AA 1153 -85 M-V 235 -1083 In lieu of structural panels use purlins to brace all flat o. 58005 1139 -225 ,AA-D 98 -682 N - P TC 024" oc. D-Z 143 -789 V-T 2903 -421 05/09/2024 ZF 621 -39 P-Q 164 -931 F-X 127 -937 T-U 236 -1485 CIV ,/ X - I 465 0 OF CAUOV rcct, t\iNU rULLVVV P,LL iNL) i t L)i'I I rllZ> L)IVrVViiNt.u' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of Iruss and position as .44 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 Lp t.i E I Notes page for additional information. lAlpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabiIif and use of 155 Harlem Ave Idrawing for any structure is the responsibility of the Building Oesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 5X6 12 H %6X8 1111.5X3 11115X3 G ii T A _____________ It W4 T R 1111,5X3 Q 113X6 \\\4X6 4X4 1-10308 4X8 III4X6 5X6 132 M 4X6 14 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 1448 AVIARA WEST APARTMENTS DrwNo: 129.24151302544 Truss Label: 1PA JCJ / GWH 05/08/2024 11111 510" 11415 l2'" 17514 228" 27610 32108 11111 3'lO"S 5615 1'4" 4814 522 41010 5314 32108 A 134 4612 553 i 1513 4814 522 41010 5314 1'3" 510" 1133 12'9' 17514 228" 27610 32108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.241 E 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.565 E 697 180 1 1544 I- I- /883 I- /52 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 B - - L 1544 /- /- /895 Des Ld: 46.00 EXP C Kzt: NA ____________________ HORZ(TL) 0.154 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height. 24.69 ft Building Code: Creep Factor: 2.0 T Brg Wid = 3.5 Mm Reg = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max IC CSI: 0.762 L Brg Wid = 3.5 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.655 Bearings T & L are a rigid surface. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac Varies by Ld Case Max Web CSI: 0.910 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT.8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration. 1.60 WAVE, HIS VIEW Ver: 23.01.02 0731 17 A - B 74 -598 F - G 358 B - C 274 -2240 G-H 316 -2t Lumber Wind C-E 270 -2190 H - I 267 -1€__ Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C D - E 90 -1187 I - J 268 -1694 T4 2x4 DF-L #1&Bet.(g); member design. E - F 328 -3195 J - K 179 -1369 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) W6 2x4 DF-L #1&Bet.(g); Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content S - R 637 -101 P-0 2311 -240 of 19% prior to installation. R - Q 2372 -307 0- N 2311 -240 Bracing Q-P 3266 -366 N-M 1284 -126 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes A - T 164 -1546 Q - G 427 0 Connectors in green lumber (g) designed using A - S 1417 -143 G - P 157 -1176 NDS/TPI reduction factors. S -13 158 -1245 P - H 807 -51 All plates are 3X4 except as noted B - R 21362 -239 H - N 166 -1146 R-D 215-1236 N - J 393 -6 Loading D-U 951 -61 I - N 649 -71 Bottom chord checked for 10.00 psf non-concurrent 143 -836 C-D 149 -482 J-M live load. Truss checked for 250# movableconcentrated load OVO F-U 63 -448 M-K U-O 854 -48 K-L 1542 -147 177 -1509 gravity loads. Purlins along Bottom Chord, nonconcurrent with design 'o58OO5 In lieu of structural panels use purlins to brace all flat 5/09/2024 * TC @ 24' oc. Purlins CIVLt- Brace interior top chords of all trusses OP with purlins at 24" 0/c. 'WAkNIN( KbAU AND 10LL0VV ALL NU UN I Nili LIKAWINU Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of ttruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...i L...PI r E Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the as,rcss,ra,v truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enamneering responsibility solely tor the design shown. The suitability and use of 155 Harlem Ave drawing for any structure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1PB 31111 510! 13415 31111 1'10' 7615 Cust: R 6852 JRef: 1XZ068520010 T449 DrwNo: 129.24.1513.01660 JCJ / GWH 05/08/2024 17514 228' 27610 32108 4015 522 41010 5314 5X6 12 4 3X4 \\\4X8 llI1.5X3 B IIl4X6 ~<W6 P 1113X6 =4X6 \\\4X6 ru4X4 5X6 3X4 T4 0 N M B2 L m4X4 mHC308 ru4X8 ru4X6 A 32108 -A 2612 611' 4814 522 41010 5314 334 510' 129" 17514 228" 27610 32108 Loading Criteria (put) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.118 F 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.277 F 999 180 S 1544 I- I- /884 I- /52 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.036 B - - K 1544 I- I- /894 I- I- Des Ld: 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.085 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.69 ft Building Code: Creep Factor: 2.0 S Brg Wid = 3.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf BCDL 48 psf CBC 2022 Max TC CSI: 0.740 K Brg Wid = 3.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.656 Bearings S & K are a rigid surface. Spacing: 24.0 ' C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.666 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)I10(0) Chords Tens,Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, I-IS VIEW Ver: 23.01.02.0731.17 A - B 153 -1203 F - G 317 -2529 B-C 265-1909 G-H 270 -1693 Lumber Wind C-F 269 -1919 H - I 270 -1692 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C D - E 100 -1275 I - J 181 -1369 T4 2x4 DF-L #1&Bet.(g); member design. E - F 57 -802 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) W6 2x4 DF-L #1 &Bet.(g); Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content R -0 1156 -151 0- N 2335 -248 of 19% prior to installation. 0- P 1942 -257 N - M 2335 -248 Bracing P-a 3135 -355 M - L 1285 -127 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-S 176-1519 O-G 690 -38 Connectors in green lumber (g) designed using A - R 1491 -147 G - M 175 -1187 NDS/TPI reduction factors. R - B 119 -974 H - M 684 -77 Loading B-Q 1528 -201 M-I 385 -6 Q-D 231 -1261 l - L 144 -837 Bottom chord checked for 10.00 psf non-concurrent D - P 1212 -95 L - J 1544 -149 live load. C -3 181 -595 J - K 178 -1509 Truss checked for 250# movable concentrated load 1,1010-0 S_199C. E-O 135 -985 along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24' 0/c. KNINI.s (tPL) PNU I-ULWVV ALL NU I b UN I Hlb UI(/\VVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) to'r safety practices Drior to performing these functions. Installers shall provide temporary. 1951300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BiD, as applicable Aoply plates to each face ofruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN—COW— truss in conformance with ANSI/IPI 1 or for handling shipping,, installation and bracin9 of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional .engiering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T450 AVIARA WEST APARTMENTS DrwNo: 129241513.02178 Truss Label: 1 P JCJ / GWH 05/08/2024 L 51111 9103 15415 1T5"4 228" 27610 32108 51111 3108 5612 20"1 522 41010 5314 m 5X6 4 12 04 llI1.5X3 1114X4 fill 5X3 3X4 3X4 T4 84 4 1114X6 L 1113X6 '5X6 4X6 m4X4 1-10308 =4X8 4X6 1113X6 Ill 1.5X3 4X6 32108 534 612 534 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 4600 Mean Height: 24.69 ft NCBCLL: 1000 TCDL' 108 psf Soffit: 2.00 BCDL 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) 62 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #1&Bet.(g); W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. 611' 4814 522 41010 5314 129" 17514 228" 27610 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.208 H 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.489 H 807 180 U 1544 /- I- /885 /- /52 Snow Duration: NA HORZ(LL): 0.050 B - - M 1544 /- /- /892 /- HORZ(TL): 0.119 B - - Wind reactions based on MWFRS Building Code: Creep Factor. 20 U Brg Wid = 3.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.946 M Brg Wid = 3.5 Min Req = 1.6 (Truss) TPI Std. 2014 Max BC CSI: 0.665 Bearings U & M are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI. 0.695 M embers not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HIS VIEW Ver: 23.01.02.0731.17 A - B 209 -1638 G - H 150 -1 B-C 211 -1343 H - I 323 -2 Wind C - E 216 -1485 l-J 274 -1L.. Wind loads based on MWFRS with additional C&C D - F 218 -1611 J - K 272 -1691 member design. E-H 215 -1479 K-L 182 -1370 End verticals not exposed to wind pressure. F - G 182 -1481 Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1498 -177 Q - P 2354 -264 S-R 1527 -182 P-0 2354 -264 R-Q 2954 -359 0-N 1286 -129 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-U 188-1553 0-I 567 -31 A-T 1710 -162 1-0 190 -1221 C-D 466 0 J-0 719 -81 D - S 170 -674 0 - K 379 -30 D-R 1489 -194 K-N 145 -839 E - F 120 -441 N - L 1545 -151 G-Q 130 -738 L-M 180 -1508 NoC 58005 * 05/09/2024 * PF CAkffd6~ tCp,u ,'kNU t-ULLUVV ALL NU i LOr UN i 111 UNAVV1NI3! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fo'r satety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly In rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous tateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, 67, or 610, as applicable. ADply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uerrvcoeram truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracino of trusses. A seal on this drawina or cover paae listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 510 510" 41010 5'3"14 27610 32108 611' 4814 522 129" 17514 228" 5X6 K 19 II 4X6 32108 N S Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)110(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc LJdefl L/# VERT(LL): 0.159 I 999 240 VERT(CL): 0.374 I 999 180 HORZ(LL): 0.047 B - - HORZ(TL): 0.110 B - - Creep Factor: 2.0 Max TC CSI: 0.748 Max BC CSI: 0.658 Max Web CSI: 0.678 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T451 AVIARA WEST APARTMENTS DrwNo: 129.24 1512.59283 Truss Label: 1PD JCJ / GWH 05108/2024 618 7'2'7 1147 16711 228" - 27610 32108 618 l'O'l5 42" 534 605 41010 5314 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.69 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x4 DF-L #1 &Bet. (g); Bot chord 2x4 DF-L #1 &Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #1&Bet.(g); W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24' 0/c. Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. N&C 58005 05/09/2024 * CIvtt ?F CAU ' A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL U 1544 I- I- /886 I- /52 N 1544 1- I- /892 1- Wind reactions reactions based on MWFRS U Brg Wid = 3.5 Min Req = 1.6 (Truss) N Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearings U & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 211 -1658 G-H 155 -1243 B-E 258-1585 H - I 150 -1085 C - D 172 -1277 I - J 324 -2350 D-G 195-1372 J - K 283 -1699 E-F 236-1501 K-L 274 -1690 F - I 232-1486 L-M 183 -1370 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1538 -183 0-P 2359 -276 S-R 2715 -335 P-0 1286 -130 R-Q 2359 -276 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-U 180-1502 J - P 191 -1230 A-T 1670 -156 P-L 377 -38 T-C 141 -866 K-P 721 -82 C-S 1270 -177 L-0 146 -837 F-G 140 -446 O-M 1545 -152 H-R 104 -473 M-N 180 -1509 R-J 454 -18 Loading Criteria (pst) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 WNINU CIkU MNU IOLLUVV ALL NO I Itco ON I HIZI Ut</VViN inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) Tor satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per _permanent sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pa ae listing this drawino indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of ms 155 Harlem Ave drawing for any stiucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL. 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.69 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 240" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3,T4, T6 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #i&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); W5 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building Code: Creep Factor 2.0 CBC 2022 Max TIC CSI: 0.885 TPI Std 2014 Max BC CSI: 0.649 Rep Fac: Varies by Ld Case Max Web CSI. 0.697 FT/RT 8(0)/i 0(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. Bracing (a) Continuous lateral restraint equally spaced on member. X-W 1499 -193 U-T 2277 -212 W-V 1536 -200 T-S 2277 -212 V-U 2853 -301 S-R 1282 -117 Loading No: C 58005 * 05/09/2024 civil Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all tat TC @ 24" oc. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 173-1555 U-M 549 -47 A-X 1714 -143 M-S 146 -1086 C-D 405 -37 N-S 600 -50 D-W 158 -707 S-O 403 -35 D-V 1393 -134 0-R 136 -836 G-U 156 -751 R-P 1540 -136 H- I 206 -674 P-Q 168 -1508 J - K 606 -99 Ply. 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520010 T454 AVIARA WEST APARTMENTS DrwNo: 129.24.1 513.01383 Truss Label: 1PE JCJ / GWH 05/08/2024 9115 110 "4 307 66 51111 13015 1653 17't"lf 228" 27610 32108 51111 13 311' 344 10u11 4712 41010 5314 m3X4() I15X6 ax4 T 1 IIl3X6 5X6 ii 1.5X3 4X6 A 534 6"l2 611" 5'3"4 5(0" 129" m4X6 4X4 =110208 4X8 4X6 1113X6 - 32108 4814 522 41010 53"14 17'514 228" 27610 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce NA VERT(LL): 0.211 E 999 240 Loc R+ / R- / Rh / Rw / U I RL Lu: NA Cs NA VERT(CL): 0.482 E 818 180 Y 1544 I- I- /886 I- /54 Snow Duration: NA HORZ(LL): 0.050 B - - Q 1544 I- I- /892 I- I- HORZ(TL): 0.116 B - - Wind reactions based on MWFRS Y org vvia = 3.5 von '<eq = 1.0 (Truss) O Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearings Y & 0 are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .17 A-B 192 -1641 I - K 273 -1 B-C 1 99 -1356 J - L 91 -11 C - E 198-1483 K-L 271 -11— D-F 161 -1533 L-M 277 -2298 E - I 197 -1477 M - N 255 -1679 F-G 142-1453 N-0 255 -1697 G-H 124-1158 0-P 170 -1368 H-J 57 -823 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp VVMININU rctu R4U I-ULLUVV ALL NU I tZ.1 UN I I-Ii L)NJkVViIN Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8SBCA) for safety practices oriorto performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face of truss and position as 1.4611, S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , i...Pi NJ E Notes page for additional information. Alpine, a division of 11W BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional .enaineering responsibility solely for the design shown. The suitabilityand use of is Building, 4th Floor drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1PF 31111 6 1 8 11015 31111 2113 4117 Cust. R 6852 JRef: 1XZ068520010 T453 DrwNo: 129.24.1512.56520 JCJ / GWH 05/08/2024 1853 228" - 27610 32108 744 4213 41010 5314 III5X6 Ill 5X4(**) L k Wi V U T S R Q B2 P nO 1113X6 \i,06 4X4 4X4 H0308 4X8 1113X6 5X6 32108 334 2612 334 510' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.69 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3,T4, T6 2x4 DF-L #1 &Bet. (g); Bot chord 2x4 DF-L #1 &Bet.(g) 82 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L#2(g); W6 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. 611" 4814 522 - 41010 5314 129" 17514 228" 27610 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.389 F 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.915 F 431 180 W 1544 /- I- /885 I- /54 Snow Duration: NA HORZ(LL): 0.131 B - - 0 1544 /- /- /893 I- I- HORZ(TL): 0.307 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 3.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.984 0 Erg Wid = 3.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.628 Bearings W & 0 are a rigid surface. Rep Fac' Varies by Ld Case Max Web CSI 0.853 Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. A-B 144-1210 G-H 34 -540 B-C 226-1840 H-I 463 -148 C-F 201 -1711 J-K 321 -1821 D-E 114-1338 K-L 237 -1585 E-G 19 -915 L-M 251 -1709 F-J 314-2016 M-N 166 -1363 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp v-U 1159 -146 S-R 2090 -168 U-T 2108 -270 R-Q 2090 -168 T-S 2878 -293 0-P 1275 -112 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 165-1527 G-S 157 -980 A-V 1501 -136 S-H 677 -49 V-B 97 -909 H-O 79 -769 B-U 1385 -143 I-J 479 -61 U-D 200-1236 Q-M 452 -32 D-T 865 -20 M-P 133 -829 C-D 129 -481 P-N 1530 -130 E - F 219-1049 N-0 163 -1509 No: c 58005 * 05/09/2024 CIV OF fu~ Plate Type(s): Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. I VVRNIINU rcttu MINI-)IULLUVV ALL Ni,) I C UN I L)IPVVINL Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) handling sarety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing in1alled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face oflruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina' indicates acceptance of professional enalneering responsibility solelylor the design shown. The suitabili and use of is 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 1'3'4 4104 1314 618 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height. 25.41 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T5 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520010 T452 AVIARA WEST APARTMENTS DiwNo: 129.24.1512.59714 Truss Label: 1PG JCJ / GWH 05/08/2024 1'11'1 618 9015 1556 2053 - 22'6"13 27610 32108 4113 2117 647 41113 2'l"ld 41113 5314 \\\4X6 1114X6 5X6 4X4 H0308 3X8 4X6 32108 2117 647 4614 4 314 452 5314 9015 1556 200 231 8 27610 32108 Snow Criteria (PgPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.107 0 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.251 0 999 180 S 1544 I- I- /884 /- /51 Snow Duration: NA HORZ(LL): 0.035 B - - J 1544 /- I- /892 1- I- HORZ(TL): 0.081 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 S Brg Wid = 3.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.489 J Brg Wid = 3.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.625 Bearings S & J are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.840 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver. 23.01 .02.0731.17 A - B 73 594 E - F 287 - lb B - C 251 -2017 F-G 255 -1 C-D 340-2960 G-H 256 -11.. D-E 313 -2571 H - I 176 -1370 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 635 -102 N-M 2350 -247 Q-P 2117 -280 M-L 1726 -142 P-0 3029 -366 L-K 1286 -122 0-N 2350 -247 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 162-1535 0-E 551 -10 A-R 1409 -140 E-M 165 -963 R-B 165-1259 M-F 809 -96 B-Q 1894 -223 F - L 62 -514 Q - C 185-1251 H-K 140 -839 C-P 1221 -109 K-1 1545 -142 P-D 132 -809 l - J 174 -1508 D-0 136 -754 No: C 58005 * 05/09/2024 *WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! mined Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and 'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...PI NJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resonsibIe for any deviation from this drawing, any.failure to build the ucomuur I truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use ofs 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T455 AVIARA WEST APARTMENTS DrwNo: 129.24151259482 Truss Label: 1QA JCJ / GWH 05/08/2024 111111 198 85" 1406 196" 2532 30108 198 655 576 5510 592 576 4X4R1) I 1 A 1'9"8 678 576 30108 576 576 A 576 198 85" 1406 19712 2532 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.079 N 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.185 N 999 180 0 1450 'I- I- /851 I- /91 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.028 J - - J 1450 I- I- /845 1- I- Des Ld: 46.00 EXP:C Kzt:NA '-IORZ(TL): 0.065 J - - Wind reactions based on MWFRS Mean Height: 24.83 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Q Brg Wid = 3.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.716 J Erg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.724 Bearings 0 & J are a rigid surface. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.902 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 C - E 323 -2610 G - H 291 -1560 E - F 322-2164 H - I 204 -1355 Lumber F-G 290-1555 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. 0- P 1569 -275 N - M 1983 -240 P-0 1616 -283 M-L 1983 -240 Plating Notes 0-N 2401 -338 L-K 1259 -142 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent 0- C 208 -2089 G - L 540 -66 live load. C-0 799 -51 H-K 150 -715 Truss checked for 250# movable concentrated load E - N 119 -499 K - I 1462 -160 along Bottom Chord, nonconcurrent with design N - F 468 -15 I -J 192 -1411 gravity loads. F - L 154 -823 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No: C 58005 * 05/09/2024 * OF CALA 01!v VVPFNII'1t NtPU P,NU t-ULLL)VV ALL Ni.) I LZ> ON I I1l Ul(fWVlNi. Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) t'r satety practices orior to performing these functions. Installers shalt provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss nd position as 14111611161 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN r- CONWANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paoe listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilil and use of ttt 155 Harlem Ave drawing for any sEructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T456 AVIARA WEST APARTMENTS DrwNo 129.24.151300714 Truss Label: 1QB JCJ / GWH 05/08/2024 3111 223 198 4q15 85" 1406 196" 2532 30108 198 7 3101 576 5510 592 576 4X4 H I 1 1981 678 576 30108 576 576 198 85" Al 19712 2532 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce NA VERT(LL): 0.079 E 999 240 Loc R+ / R- I Rh I Rw 1U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.186 E 999 180 R 1450 I- I- /842 I- /84 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 D - - K 1450 I- I- /844 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.093 D - - Wind reactions based on MWFRS Mean Height: 24.83 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 R Brg Wid = 3.5 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.499 K Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration. 1.25 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI: 0.718 Bearings R & K are a rigid surface. Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.909 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT'8(0)I10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 C - E 270 2513 G - H 283 1 Lumber E - F 294-2533 H - I 284 -1 F-G 306 I-J 199 -1..,, Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 CF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. R - Q 1599 -260 0- N 1987 -228 Q-P 1627 -263 N-M 1987 -228 Plating Notes P-O 2379 -302 M-L 1260 -137 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading R-C 208 -2130 H-M 543 64 Bottom chord checked for 10.00 psf non-concurrent C - P 765 35 I - L 147 715 live load. F-0 90 -480 L - J 1462 -155 Truss checked for 250# movable concentrated load O-G 457 0 J - K 188 -1411 along Bottom Chord, nonconcurrent with design G - M 147 -829 gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TCi24"oc. Wind Wind loads based on MWFRS with additional C&C - member design. No. C 58005 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 VVAkNINI. NJkU PNL) i-OLLOVV ALL NO i tb ON i Nib L)N/WVIN Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable ADply plates to each face of 'truss and position as 1411611114., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L...Pi NJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the 5s'TWC5MC5n truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawmna or cover paae listing this drawina' indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any 56ucture is the responsibility of the Building iDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T457 AVIARA WEST APARTMENTS DrwNo: 129.241512.59887 Truss Label: 1QC JCJ / GWH 05/08/2024 198 51111 15 1406 196" 2532 30108 198 423 7'4 576 5510 592 576 4X4 H I 1 30108 198 678 576 576 576 576 198 85" 1406 19712 2532 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 8.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.83 ft NCBCLL: 10.00 TCDL: 108 psf Building Code: Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted I Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.090 E 999 240 Loc R+ /R- /Rh /Rw /U /RL VERT(CL): 0.211 E 999 180 R 1450 /- /- /842 /- /84 HORZ(LL): 0.040 D - - HORZ(TL): 0.095 D - - K 1450 /- /- /844 I- Wind reactions reactions based on MWFRS R Brg Wid = 3.5 Min Req = 1.5 (Truss) Creep Factor: 2.0 K Brg Wid = 3.5 Min Req = 1.5 (Truss) Max TC CSI: 0.433 Bearings R & K are a rigid surface. Max BC CSI: 0.713 Members not listed have forces less than 375# Max Web CSI: 0.909 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V j C - E 220 2261 G - H 280 -1556 VIEW Ver: 23.01.02.0731.17 E - F 284 -2476 H-1 281 -1560 F-G 301 -2181 I - J 197 -1356 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1517 -250 0-N 1987 -224 O - P 1539 -252 N - M 1987 -224 P.O 2379 -290 M-L 1260 -136 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 194-2022 H-M 543 -63 C-P 854 -35 I - L 146 -715 F-0 82 -479 L-J 1462 -153 0-G 457 0 J - K 186 -1411 G-M 145 -829 No .'C 58005 * 05/09/2024 * I '"WAKNINti'w XP,U ANI) hOLLOW ALL NO I tb ON I Nib Ut'<AVVIN(il inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) fi5'r safety practices orior to performing these functions. Installers shall provide temporary. (851)300-1756 bracing per BCSI. Unless noted oiherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with 'diagonal bracing inlaIled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oflruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. 'Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the 'truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pane listing this drawina' indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sfiucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 NoC 58005 * V 05/09/2024 I * Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ('i") - This plate works for both joints covered. Loading Bottom chord checked for 1000 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. T-S 1473 -257 0-P 1990 -219 S-R 1492 -260 P-0 1990 -219 R-Q 2359 -280 0-N 1260 -134 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp T-C 205-1902 1-0 141 -835 C-S 394 0 J - O 546 -61 C-R 970 -16 K-N 145 -715 H-Q 77 -474 N-L 1462 -151 0-I 448 0 L-M 185 -1411 Ply. 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1QD 815 74 198 5' 71111 14'0"6 198 328 21111 557 Cust. R 6852 JRef: 1 XZ068520010 T458 DrwNo 129.24.1512 59096 JCJ / GWH 05/08/2024 196" 2532 30108 5510 592 576 4X4 T I 1 30106 A 198 678 576 576 576 576 198 85' 1406 19712 2532 30108 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.83 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Snow Criteria (Pg,m in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.075 Q 999 240 Loc R+ / R- / Rh / Rw /U / RL T 1450 /- I- /842 I- /84 Lu: NA Cs: NA VERT(CL): 0.176 Q 999 180 Snow Duration: NA HORZ(LL): 0.035 0 - - M 1450 /- I- /844 I- I- IORZ(TL) 0.082 D - - Creep Factor: 2.0 Wind reactions based on MWFRS T Brg Wid = 3.5 Min Req = 1.5 (Truss). Building Code: CBC 2022 Max TC CSI: 0.434 M Big Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.710 Bearings T & Mares rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.915 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Plate Type(s): Chords Tens.Comp Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A- B 0 -381 H - I 295 -2' B - D 40 -380 I - J 278 - 1 C-E 224-2190 JLK 279 -11 . WAVE Purlins Brace interior top chords of all trusses E - G 218 -2166 K - L 195 -1356 with purlins at 24" 0/c. G - H 276 -2405 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp OF CAU9 WAKNIN6 I<RU AND i-ULLIJVV ALL NU I=Zj UN I HIZj Ui(AVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing aer BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..i L..PI NJ E Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the asr,wcoe,a,v truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any stritcture is the responsibility of the BuiIdingOesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI:fpjo!t.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply; 1 Job Number: R3444W_DV Cust; R6852 JRef; 1 XZ068520010 T459 AVIARA WEST APARTMENTS DrwNo; 129.24 1512.56875 Truss Label: 1QE JCJ I GWH 05/08/2024 14 198 5' 8~2 1 9'11"1 1406 198 328 35" 1'6"1 357 196" 2532 30108 5510 592 576 4X4 I 1 A 30108 1981 678 57 6 57 576 6 57 306 I 198 85" 1406 19712 2532 108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL; 18.00 Speed; 105 mph Pf; NA Ce; NA VERT(LL); 0.107 H 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.253 H 999 180 T 1450 /- I- /842 /- /84 BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.044 D - - M 1450 I- I- /843 I- I- EXP; C Kzt; NA Des Ld; 46.00 HORZ(TL); 0.102 D - - Wind reactions based on MWFRS Mean Height; 24.83 ft NCBCLL; 10.00 Building Code; Creep Factor; 2.0 T Brg Wid = 3.5 Min Req = 1.5 (Truss) TCDL; 108 psf Soffit; 2.00 BCDL 4.8 psf CBC 2022 Max TC CSI: 0.588 M Brg Wid 3.5 Mm Req = 1.5 (Truss) Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 TPl Std; 2014 Max BC CSI; 0.709 Bearings T & M are a rigid not listed have surface. Members forces less than 375# Spacing; 24.0" C&C Dist a; 3.09 ft Rep Fac; Varies by Ld Case Max Web CSI; 0.926 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall; Any FT/RT;8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi; 0.18 Plate Type(s); Wind Duration; 1.60 WAVE VIEW Ver; 23.01.02.0731.17 A - B 0 454 F - H 189 -1840 Lumber Purl ins B-D 28 -463 H - I 290 -2127 C-E 219 -2070 l-J 275 -1558 Top chord 2x4 DF-L #2(g) Brace interior top chords of all trusses D - G 73 -419 J - K 276 -1559 Bot chord 2x4 DF-L #2(g) with purlins at 24" 0/c. E - F 208 -2032 K - L 194 -1356 Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes T - S 1467 -271 0- P 1996 -214 Connectors in green lumber (g) designed using S - R 1485 -274 P-0 1996 -214 NDS/TPI reduction factors. R - Q 2315 -269 0- N 1260 -132 All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-C 434 0 1-0 138 -845 Bottom chord checked for 10.00 psf non-concurrent T - C 223 -1955 J-0 550 -60 live load. C-S 393 0 K-N 144 -715 Truss checked for 250# movable concentrated load C - R 943 0 N - L 1462 -149 along Bottom Chord, nonconcurrent with design F - Q 68 -443 L - M 183 -1411 gravity loads. Q - I 430 0 Purlins brace flat In lieu of structural panels use purlins to all TC @ 24" oc Wind Wind loads based on MWFRS with additional C&C No. C 58005 member design. 05/09/2024 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPl to these functions. Installers an8SBCA) Tor satety practices prior performing shall provide bracing oer BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall temporary have a properly )951)300-1758 attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR BCSI sections B3, B7, or B10 Aoply to face truss per as applicable plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. position as to General job's Notes page for additional information. ALPINE Alpine a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the in ANSI/TPI 1 for handling truss conformance with or shipping,, installation and bracing of trusses. A seal on this drawing or cover paGe listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T460 AVIARA WEST APARTMENTS DrwNo. 129.24.1513 00070 Truss Label: 1QF JCJ / GWH 05/08/2024 11211 1406 279 227 198 f7"2 11915 196" 2532 30108 198 328 35" "2 74 5510 592 576 4X4 I 1 4X6 iiil.5X4 . - 398 06 1113X6 1981 678 576 30108 576 576 576 198 85" 1406 19712 2532 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf. NA Ce: NA VERT(LL) 0.098 J 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.229 J 999 180 V 1450 I- I- /842 I- /84 BCDL. 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.040 I - - 0 1450 I- I- /843 I- I- EXP: C Kzt NA Des Ld 46.00 '-IORZ(TL) 0.093 I - - Wind reactions based on MWFRS Mean Height: 24.83 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 V Brg Wid = 3.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 4.8 psf CBC 2022 Max TC CSI: 0.434 0 Brg Wid = 3.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Max BC CSI. 0.710 Bearings V & 0 are a rigid surface Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a. 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.915 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - B 0 -376 H - J 240 - il Lumber Purlins B - D 0 -376 J - K 291 -21 C - E 296 -2184 K - L 273 - 1L. Top chord 2x4 DF-L #2(g) Brace interior top chords of all trusses E - F 289 -2154 L - M 275 -1559 Bot chord 2x4 DF-L #2(g) with purlins at 24" 0/c. F - H 253 -1939 M - N 193 -1356 Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes V - U 1484 -287 S - R 1990 -209 Connectors in green lumber (g) designed using U - T 1504 -292 R -0 1990 -209 NDS/TPI reduction factors. T - S 2345 -287 Q - P 1260 -131 All plates are 3X4 except as noted. (i-i-) - This plate works for both joints covered. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Bottom chord checked for 1000 psf non-concurrent V-C 244-1977 K-Q 131 -835 live load. C - U 393 0 L -0 547 -55 C - T 954 0 M - P 143 -715 Truss checked for 2504 movable concentrated load F - S 96 -510 P - N 1462 -148 along Bottom Chord, nonconcurrent with design S - K 438 -2 N-0 182 -1411 gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC 24" @ oc. Wind Wind loads based on MWFRS with additional C&C No. C 58005 member design. End verticals not exposed to wind pressure. 05/09/2024 11 Wind loading based on both gable and hip roof types. C1 I .1' 'k9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and 'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 bracing ner BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable ADpIy plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L...PI N.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the urirrwCOMPANY I truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely 'for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe orq; AWC: awc orq Glenview, IL 60025 198 678 198 85" 576 1406 576 576 576 19712 2532 30108 .,4X4lR1l I 0 I iTl 30108 Ply: 1 Job Number: R3444W_DV - - - Cust: R6852 JRef:1XZ068520010 T461 AVIARA WEST APARTMENTS DiwNo: 129.24.151258579 Truss Label: lOG JCJ / GWH 05/08/2024 198 5 85" fr'2 12511 13'p"15 196" 2532 30108 198 328 35" '2 3109 7" 651 592 576 Loading Criteria (put) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II Soffit: 2.00 Des Ld: 46.00 NCBCLL: 10.00 TCDL: 10.8 psf EXP: C Kzt: NA Mean Height: 24.83 ft BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Brace interior top chords of all trusses with ourlins at 24" 0/c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.162 E 999 240 Lu: NA Cs: NA VERT(CL): 0.170 E 999 180 Snow Duration: NA HORZ(LL): 0.139 D - - HORZ(TL): 0.179 D - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.433 TPI Std: 2014 Max BC CSI: 0.912 Rep Fac: Varies by Ld Case Max Web CSI: 0.907 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL V 1450 /- /- /2388 /723 /5514 1450 /- /- /1915 /249 Wind reactions reactions based on MWFRS V Brg Wid = 3.5 Min Reg = 2.5 (Truss) Brg Wid = 3.5 Min Reg = 2.0 (Truss) Bearings V & 0 are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1774-2281 G - l 311 -710 B-D 1632 -2139 H-J 590 -2657 C - E 290 -2274 J - K 289 -2635 D-G 1048-1504 K-L 594 -2370 E-F 283-2260 L-M 273 -1560 F-H 569-2676 M-N 366 -1914 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V - U 5340 -3653 S - R 3024 -745 U - T 5408 -3700 R -0 3024 -745 T-S 3734-1066 0-P 1834 -390 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp A-V 619 -811 S-K 568 -128 A-C 2183-1704 K-Q 128 -832 V-C 242-2480 L-Q 620 -53 C - U 393 0 0 - M 878 -625 C-T 2664-1682 M-P 355 -1091 T-F 489 -499 P-N 2138 -457 F-S 387 -842 N-0 286 -1876 C 58005 * V 05/09/2024 / * clvlt_ Op CALtV-' vvMrcr4lrl¼, /\L) li'1L.J r'JLLjvv MLL. i'U I 0 Ui'I i 1110 lJrVVViiNt.0 Inland Empire Truss "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) fiS'r satety practices prior to performing these functions. Installers shall provide temporary I951300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attachea rigid ceibina. Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10, as applicable ADply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building 'Oesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4X4R1( T 1111 ,5X4 H0308 3X6 4X6 'I N III3X6 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520010 T462 AVIARA WEST APARTMENTS DrwNo 12924.151301554 Truss Label: 1QH JCJ / GWH 05/08/2024 288 38 65" fi7"2 1206 125"(l 176" 2332 28108 38 35" '2 554 55 451 592 576 26108 576 1 576 6 576 57 1206 17712 2332 28108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defi LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.073 J 999 240 Loc R+ I R- I Rh / Rw /U I RL T 1356 I- I- /788 I- /72 Lu: NA Cs: NA VERT(CL): 0.168 J 999 180 Snow Duration: NA HORZ(LL)' 0.020 D - - N 1356 /- I- /788 -IORZ(TL): 0.047 D - - Creep Factor: 2.0 Wind reactions based on MWFRS T Brg Wid = 3.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI 0.505 N Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.654 Bearings T & N are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.779 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Pbs) FT/RT8(0)/10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 B - D 226 -1574 H - J 147 1: D - E 219 -1553 J - K 252 -1: E-G 207-1622 K-L 255 -1_ WAVE, HS Purlins Brace interior top chords of all trusses G - H 188 -1564 L - M 179 -1256 with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 1804 -235 Q-P 1685 -167 R-Q 1685 -167 P-0 1162 -118 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-B 151 -1312 K-P 451 -36 B-S 1916 -140 L-O 134 -651 S-E 100 -398 O-M 1348 -132 F-G 148 -460 M-N 170 -1317 H-P 99 -595 NoC 58005 05/09/2024 CIVL= CAI2 65" 65" Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.97 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. VVANNIN (JkU /SNU NJLLUVV ALL NU I tZ> UN I Nib U6(AVVINij' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Building .Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the rmcaue truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracinp of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitabilit5r and use of this HarlemAve drawing for any s!ructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Purlins Defl/CSI Criteria PP Deflection in bc Lldefl L/# VERT(LL)' 0.064 J 999 240 VERT(CL): 0.147 J 999 180 HORZ(LL): 0.021 I - - HORZ(TL): 0.048 I - - Creep Factor: 2.0 Max TO CSI: 0.431 Max BC CSI: 0.626 Max Web CSI: 0.569 VIEW Ver: 23.01.02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh IRw /U /RL T 1262 I- I- /733 1- 159 N 1262 I- I- /734 I- Wind reactions reactions based on MWFRS T Brg Wid = 3.5 Min Req = 1.5 (Truss) N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings T & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 201 -1062 H-J 162 -1161 O-E 220-1432 J - K 236 -1191 E-F 202-1379 K-L 234 -1260 F-H 175-1207 L-M 167 -1158 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 1231 -170 0-P 1431 -143 R-Q 1431 -143 P-0 1067 -106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-B 135-1236 G-H 101 -380 B-S 1400 -112 K-P 390 -42 S-C 107 -603 L-O 127 -589 D-E 141 -425 O-M 1237 -119 F-P 93 -496 M-N 158 -1223 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1 XZ068520010 T463 AVIARA WEST APARTMENTS DrwNo: 12924.1512.57470 Truss Label: IQJ JCJ I GWH 05/08/2024 q 3-15 38 45" /7'2 1006 12511 156" 2132 26109 38 418 554 255 251 592 576 rsv ..4X4Rl) 26108 576 576 45" 1O'06 15712 2132 26109 Loading Criteria (pst) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.30 ft NCBCLL: 10.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Brace interior top chords of all trusses Bot chord 2x4 DF-L #2(g) with purlins at 24" 0/c. Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TO @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 (OF CAJ3 * "WAP(NINW V'AU ANL) i-OLLOVV ALL NO I t.S ON I HIS UI'<AWINSd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing indtalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Build ingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN — COMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Build ing'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.048 C 999 240 Lu: NA Cs: NA VERT(CL): 0.113 C 999 180 Snow Duration. NA HORZ(LL): 0.021 D - - -IORZ(TL): 0.050 D - - Building Code: Creep Factor: 2.0 CBC 2022 Max TO CSI: 0.461 TPI Std: 2014 Max BC CSI: 0.555 Rep Fac: Varies by Ld Case Max Web CSI 0.817 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01 .02.0731 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types .17 Nor C 58005 * \ 05/09/2024 / * Ply: 1 Job Number: R3444WDV Cust R6852 JRef: 1 XZ068520010 1464 AVIARA WEST APARTMENTS DrwNo: 129.241512.59513 Truss Label: 10K JCJ / GWH 05/08/2024 25 218 s90 38 ?'72 806 4'1' 11 11 1932 24108 38 y2 5t 33 954 12 8/ 6213 576 24108 - 25' 576 31010 148 5'7"6 5'76 25 806 1111 133" 1932 24108 4,,4 /3712 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL. 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.71 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 240" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g)W1, W9 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL N 1168 /- /- /678 I- /43 H 1168 /- /- /678 I- /- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 82 -809 D-E 208 - B - C 136 -781 E-F 202 -1 C-D 179 -696 F-G 147 -1L. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 603 -73 K-J 962 -45 L-K 1091 -91 J - I 976 -87 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-O 116-1171 R-S 49 -455 O-M 1156 -110 C-S 127 -394 M-P 136 -862 S-T 33 -406 P-Q 62 -453 F - I 117 -529 P - L 607 -19 t-G 1132 -97 Q-R 47 -411 G-H 138 -1130 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI and fabricating, fô'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I....F r.J E Notes page for additional information. Alpine, a division of lT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T465 AVIARA WEST APARTMENTS DrwNo: 129 24.1512.59856 Truss Label: 1QL JCJ / GWH 05/08/2024 10'g" 1772 22108 662 662 576 4X4R1) K Iii 22108 A 4214 662 662 576 4214 109" 1732 22108 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.021 I 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.048 I 999 180 K 1075 I- I- /626 /6 /46 BCDL: 8.00 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.006 F - - F 1075 I- I- /625 /1 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.015 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 26.06 ft Building Code: Creep Factor: 2.0 K Brg Wid = 3.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 Ps, CBC 2022 Max TC CSI: 0.452 F 8rg Wid = 3.5 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL' 4 8 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.639 Bearings K & F are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.09 It Rep Fac: Varies by Ld Case Max Web CSI: 0.414 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)I10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 2 3.01.02.07 31.17 A - B 139 - 777 C - D 226 947 B-C 225 -944 D-E 165 -4 Lumber Top chord 2x4 DF-L #2(g) Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #2(g) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard(g) W4, W62x4DF-L#2(g); J - l 726 -75 H-G 879 -104 Lumber shall be dried to a maximum moisture content I - H 879 -104 of 19% prior to installation. Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a) Continuous lateral restraint equally spaced on member. A-K 158 -1050 D-G 128 -463 A-J 986 -125 G-E 1019 -115 Plating Notes J - B 146 -601 E - F 158 -1037 Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. No. C 58005 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 11 \CIV J CA%W ' I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fi'r sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properiy attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing ins1a11ed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of iruss and position as 1.41110111141 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of ITVV Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawingor cover pae Ilisting this drawing indicates acceptance of professional engineering responsibility 5solely-for 0r the design shown. The suitabilityand use of is 155 Harlem Ave Idrawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520010 T466 AVIARA WEST APARTMENTS DrwNo: 129.241512 58828 Truss Label: 1QM JCJ / GWH 05/08/2024 2214 89' 1532 20108 2214 662 662 5'7'6 4X4R1) 12 20108 2214 662 662 576 2214 89" 1532 20108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 105 mph BCLL: 0.00 Enclosure: Closed BCDL. 8.00 Risk Category: II EXP: C Kzt NA Des Ld 46.00 Mean Height 26.06 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.017 C 999 240 Loc R+ / R- / Rh / Rw /U / RL K 981 I- I- /571 /11 /51 Lu: NA Cs. NA VERT(CL): 0.040 C 999 180 Snow Duration: NA HORZ(LL) 0.005 F - - F 981 I- I- /571 I- /- HORZ(TL): 0.011 F - - Creep Factor: 2.0 Wind reactions based on MWFRS K Brg Wid = 3.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.449 F Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.641 Bearings K & F are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI 0.429 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 84 410 C - D 213 WAVE B-C 211 -789 D-E 163 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - I 416 -23 H-G 783 -100 I - H 783 -100 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-K 159 -978 D-G 125 -400 A-J 917 -149 G-E 906 -110 J - B 188 -752 E-F 160 -943 No C 58005 * 05/09/2024 * WAKNINIi 54AD ANL) hOLLOVV ALL NO I t,i ON I Nib til'<AWINOl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins"talled on the CLR per BCSI sections 63, B7, or B10, as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the --co..., truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this drawing for any st'r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpin:alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520010 T467 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.59683 Truss Label: 1 Q JCJ / GWH 05108/2024 69" 1332 18,10,18 662 5'76 12 lIl5x6 4 ,.. B A 69" 69" 18108 662 1332 576 18108 Loading Criteria (psft Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.013 C 999 240 Loc R+ / R- / Rh / Rw 1U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.031 C 999 180 H 887 I- I- /516 /17 /59 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 E - - E 887 I- I- /516 I--- EXP: C Kzt: NA Des Ld: 46.00 '-tORZ(TL): 0.006 E - - Wind reactions based on MWFRS Mean Height: 26.06 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 H Brg Wid = 3.5 Min Reg = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 4.8 psf CBC 2022 Max TIC CSI: 0.688 E Brg Wid = 3.5 Mm Reg = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.711 Bearings H & E are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.468 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - B 182 -640 C - D 153 -763 B-C 190 -647 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) W2, Chords Tens.Comp. W4 2x4 DF-L#2(g); G - F 682 -88 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a) Continuous lateral restraint equally spaced on A - H 203 -843 F - D 789 -97 member. A-G 700 -131 D-E 155 -849 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. IIC,.M.V .11' I Wind Wind loads based on MWFRS with additional C&C member design. No C 58005 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 civo— NP,L)/'\iNU ULLL)VV MILL iNUiCO LAN I1'11 L)rcFVVIINr,' **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffi'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intaIIed on the CLR per BCSI sections B3, B7, or 810, as applicable Apply plates to each face of Iruss and position as the Joint Details, shown above and on unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabiIif and use of fhis drawing for any structure is the responsibility of the Building iJesigner per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U I RL S 1450 I- I- /833 /- /54 K 1450 I- I- /842 Wind reactions reactions based on MWFRS S Brg Wid = 3.5 Min Reg = 1.5 (Truss) K Brg Wid = 35 Min Reg = 1.5 (Truss) Bearings S & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. A-B 78 -606 F-G 309 -Z B-C 150-1172 G-H 279 -1 C-E 122 -973 H - I 279 -1L D-E 186-1654 I-J 187 -1282 E - F 299-2531 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp R - Q 1962 -272 0- N 2052 -237 Q - P 1873 -260 N - M 2052 -237 P-0 2504 -309 M-L 1200 -133 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A-S 162-1432 O-G 517 -4 A-R 1308 -138 G-M 150 -875 R-T 203 -1611 H-M 523 -49 B-T 777 -86 I - L 151 -769 D-T 199-1261 L - J 1442 -155 D-P 673 -50 J - K 185 -1416 F-O 93 -556 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T468 AVIARA WEST APARTMENTS DrwNo: 12924.151302787 Truss Label: iRA JCJ I GWH 05/08/2024 11111 7815 898 13914 1910 25610 30108 31015 109 5'06 602 5810 5314 .04R1) I I 6X10 1114X4 454 40356 3X8 4X6 1111.5X3 13" 4118 506 602 5810 5314 13 898 13914 1910 25610 30108 2612 310' Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.135 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.317 E 999 180 BCDL: 8.00 Risk Category: 11 Snow Duration' NA HORZ(LL): 0.047 B - Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.110 B - Building Code: NCBCLL: 10.00 Mean Height: 25.10 ft TCDL. 10.8 psf Creep Factor: 2.0 Soffit: 2.00 BCDL 4 8 l CBC 2022 Max TC CSI: 0.583 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.714 Spacing' 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.969 Loc. from endwall: Any FTIRT:8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01 .02.0731.17 Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat Oa. TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C IV member design. I' I No. C 58005 - I' End verticals not exposed to wind pressure. 1) Wind loading based on both gable and hip roof types. 05/09/2024 9F CAL82 VVAKNIN iAU AND I-OLLOVV ALL NO i tb ON I Nib U1AVViN0! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffi'r safety practices orior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have orqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ascoeeusn I truss in conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of finis 155 Harlem Ave drawing for any st'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 S v4X4R1) No: C 58005 * 05/09/2024 CIV Ore V: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 186-1528 0-G 469 0 A-R 1531 -161 G-M 153 -892 D-Q 186 -867 H-M 536 -52 D-P 1401 -152 l - L 151 -771 P-E 92 -381 L - J 1443 -155 E-0 87 -495 J - K 185 -1416 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520010 T469 AVIARA WEST APARTMENTS DrwNo: 129 24.1512.56838 Truss Label: IRB JCJ / GWH 05/08/2024 31111 898 9'8'15 13914 1910" 25610 30108 31111 4913 1117 4015 602 5810 5314 4X4 m4X6 mH0305 m3X5 m06 1111.5X3 m4X6 30108 334 6'12 4118 506 602 5810 5314 334 3'0' 898 13914 1910' 25610 30108 T 1 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height: 25.10 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g): Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl u# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.110 F 999 240 Loc R+ / R- / Rh / Rw /U / RL S 1450 /- /- /834 I- /54 Lu: NA Cs: NA VERT(CL): 0.253 F 999 180 Snow Duration: NA HORZ(LL): 0.032 B - - K 1450 /- /- /841 I- I- HORZ(TL): 0.074 B - - Creep Factor: 2.0 Wind reactions based on MWFRS 5 Brg Wid = 3.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.829 K Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.720 Bearings S & K are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.988 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 23.01.02.0731.17 A-B 162 -1219 F-G 306 -2229 B-C 167-1069 G-H 279 -1568 WAVE, HS C-F 166-1126 H - I 279 -1568 D-E 151 -1378 I-J 187 -1282 E-F 142 -1288 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1126 -152 0-N 2062 -238 Q-P 1134 -154 N-M 2062 -238 P-0 2439 -300 M-L 1201 -133 "WARNING" KttAV AND t-OLLOW ALL NO I ES ON I HIS IJKAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of'truss nd position as 1-41611111., Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine a division of tTW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usnwcsepusv Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawl or cover paae ai Ilisting this drawina indicates acceptance of professional in enneering responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.org, SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview. IL 60025 30108 506 602 13914 1910" 310" 4118 310" 898 5810 5314 2 30108 56 10 ///4X4 R1) 1111.5X3 I Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef1XZ068520010 T470 AVIARA WEST APARTMENTS DrwNo: 12924.151256338 Truss Label: 1RC JCJ / GWH 05/08/2024 418 603 1197 13'9"1 1910" 25610 30108 41 0 5'9"4 207 602 5810 5314 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP. C Kzt: NA Mean Height: 25.10 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g): Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.145 G 999 240 Loc R+ I R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.340 G 999 180 5 1450 I- I- /835 I- /54 Snow Duration: NA HORZ(LL): 0.048 B - - L 1450 /- I- /841 I- I- HORZ(TL): 0.112 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 S Brg Wid = 3.5 Min Reg = 1.5 (Truss) CBC 2022 Max TC CSI: 0.659 L Brg Wid = 3.5 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.716 Bearings S & L are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.712 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, I-IS VIEW Ver: 23.01.02.0731.17 A-13 31 -546 F - G 246 -1 Purlins B - E 64 -488 G - H 303 -2 C - D 278 -1975 H - I 279 -11,, Brace interior top chords of all trusses D - F 261 -1918 I - J 279 -1566 with purlins at 24" 0/c. E - G 71 -470 J - K 187 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1933 -300 P-0 2080 -241 R -0 1950 -302 0- N 2080 -241 0-P 2296 -279 N-M 1202 -133 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 35 -429 H-N 157 -920 A-C 477 0 I - N 550 -55 S-C 295 -2163 J-M 151 -770 C-Q 462 0 M-K 1444 -155 P-H 401 0 K-L 185 -1416 No C 58005 05/09/2024 Civit- PP CALt Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration 1.25 Soacina: 24.0 VVRrcIIIr1 NtMLlNL) WLLL)VV ALL NU ItO WIN 11`110 Urc/sVVIINt., Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f6'r sa,ety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intalled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of Iruss nd position as 144611111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..1L...Pi NJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of is North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4 C 58005 * 05/09/2024 * Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. U-T 1101 -138 R-Q 2037 -194 T-S 1255 -168 Q-P 2037 -194 S - R 2329 -253 P-0 1199 -121 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 161 -1492 R-J 421 -7 A-U 1483 -131 J - P 115 -851 C-D 388 0 K-P 514 -31 D-T 145 -756 L-O 143 -769 D-S 1177 -87 O-M 1441 -140 E-F 161 -720 M-N 173 -1416 G-R 100 -422 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520010 T471 AVIARA WEST APARTMENTS DrwNo: 129.24.1513 02802 Truss Label: 1RD JCJ / GWH 05108/2024 31111 fl8 8215 8'8 13211 1910" 25610 30108 31111 113 417 619 453 675 5810 5314 e'4X4R1) 4X4 4X6 H0308 3X8 4X6 lii. 5X3 4X6 334 6"2 16 5810 5314 334 310" 1910 25610 30108 -------418 I 15612 1124 Loading Criteria (psO Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.10 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.188 F 999 240 Loc R+ / R- I Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.441 F 839 180 V 1450 1- I- /835 I- /57 Snow Duration: NA HORZ(LL): 0.099 B - - N 1450 I- I- /841 I- I- '-IORZ(TL): 0.232 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 3.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.890 N Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.719 Bearings V & N are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI' 0.943 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT'8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 140 -1187 G - I 60 -1072 B -C 141 -951 H - I 192 -957 Purlins C-F 117 -947 I-J 268 -2081 Brace interior top chords of all trusses D - E 154 -1479 J - K 259 -1563 with purlins at 24" o/c. E - G 76 -1134 K - L 261 -1570 F-H 202-1176 L-M 175 -1281 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp VvMNNIrIU' rct/4u /8NL) FL)LLUVV ALL NO) I UN I I'll UF4tWViINL inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, f6'r sarety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing installed on the CLR per BCSI sections B3, 67, or B1O as applicable. Aoply plates to each face of iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the I —co—truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.oro; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520010 T472 AVIARA WEST APARTMENTS DrwNo. 12924 1512.58873 Truss Label: iRE JCJ / GWH 05/08/2024 41 1 11111 511" 11'3' 13014 191 258 2614 1910' 25610 30108 475 5810 5314 ,4X4(R1) 11 6Xi0 iii 5X3 04 - H0308 308 4X6 30'108 13" 16' 6810 5314 13" 1910" 25610 30108 2612 310" H— 418 15612 1124 Loading Criteria (psI) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL 10.00 Wind Criteria Wind Std. ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category. 11 EXP: C Kzt: NA Mean Height: 25.10 ft Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: NA Pf NA Ce. NA Lu: NA Cs. NA Snow Duration: NA Building Code, TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) Sot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads, Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Defl/CSl Criteria A Maximum Reactions (Ibs) PP Deflection in icc L/defl L/# Gravity Non-Gravity VERT(LL): 0.109 J 999 240 Loc Ri- / R- / Rh / Rw /U / RL VERT(CL): 0.257 J 999 180 Y 1450 /- /- /834 I- /57 HORZ(LL): 0.039 B - - Q 1450 /- /- /842 /- HORZ(TL): 0.092 B - - Wind reactions based on MWFRS Creep Factor: 2.0 Y Brg Wid = 3.5 Min Req = 1.5 (Truss) Max TC CSI: 0.488 Q Erg Wid = 3.5 Min Req = 1.5 (Truss) Max BC CS 0.712 Bearings Y & 0 are a rigid surface. Max Web CS' 0.957 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 72 -604 J - K 236 -11 B-C 0 -406 K-M 175 -1 D-F 320-2233 M-N 256 -1L F-H 299-2136 N-0 256 -1569 G - I 22 -404 0-P 172 -1282 H - J 251 -1885 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. X-W 2248 -335 U-T 2044 -195 W-V 2270 -340 T-S 2044 -195 V-U 2405 -274 S-R 1200 -118 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 148-1427 K-S 124 -863 A-X 1305 -125 N-S 515 -40 X-D 309-2167 O-R 141 -769 H-U 101 -508 R-P 1441 -138 l - J 117 -391 P-Q 170 -1416 U-K 472 -9 No: C 58005 05/09/2024 I. Civil 9 CAt$2 VVAININL NMU ANL) I-ULLUVV ALL NU I tb UN I 611b U6VVIN6j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6r saty practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins-tailed on the CLR per BCSI sections B3, B7, or B10 as applicable. ADply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildinqL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrvcus,pusv truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is drawing for any st'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC awc.org Glenview, IL 60025 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean height: 24.19 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwaH: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T487 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.56681 Truss Label: 1S1 JCJ / GWH 05108/2024 I 5 2 Complete Trusses Required 4, 8' 4, 4- I I m3X4 1111.5X3 m3X4 A B C N FF/ u m4X8 Ii3X6 ,X6 8' 4' 4' 4' 8' Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.006 B 999 240 Lu: NA Cs: NA VERT(CL): 0.014 B 999 180 Snow Duration: NA HORZ(LL): 0.001 A - - HORZ(TL): 0.002 A - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.111 TPI Std: 2014 Max BC CSI: 0.112 Rep Fac: No Max Web CSI: 0.234 FT/RT:8(0)/10(0) Plate Type(s): WAVE VIEW Ver: 23.01 .02.0731.17 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh tRw /U /RL F 1254 I- I- /235 1- /72 D 1254 I- I- /244 I- Wind reactions reactions based on MWFRS F Brg Wid = 5.5 Min Reg = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 58 -432 B-C 58 -432 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 83 -459 E-C 595 -79 A-E 595 -69 C-D 91 -459 Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.0010 76 plf at 8.00 BC: From 20 plf at 0.00 to 20 plf at 1.00 BC: From 280 plf at 1.00 to 280 p11 at 7.00 BC: From 20 p11 at 7.00 to 20 plf at 8.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets Lt360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. reu /INL) rULLUVV /ALL iNL) I tO UN 1711Z,1711Z, L)ItP,VVII'4Lu! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI and 'SBCA) f)S'r satety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted olherwise, top chord shall have bottom have 'ems CA 92571 (951)300-1758 per properly attached structural sheathing and chord shall a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face ofruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover page i listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this any srructure responsibility of per 155 Harlem Ave North Building, 4th Floor drawing for is the the Building-Designer ANSI/TPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 4X10 1111,5X4 Ply 1 Job Number: R3444W_DV Cust R6852 JRef1XZ068520010 T489 AVIARA WEST APARTMENTS DrwNo: 129241512.59081 Truss Label: 1T1 JCJ / GWH 05/08/2024 5104 9104 4' 4' H1'4"8H -1'2'4H 12 05 (TYP) - 3X8 A c - Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std; ASCE 7-16 TCDL. 18.00 Speed; 95 mph BCLL; 0.00 Enclosure; Closed BCDL; 10.00 Risk Category; II EXP;C Kzt NA Des Ld7 48.00 Mean Height. 23.30 ft NCBCLL; 0.00 TCDL 108 psf Soffit; 2.00 BCDL; 6.0 psf Load Duration; 1.25 MWFRS Parallel Dist; h/2 to h Spacing; 24.0 " C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 1088 1 104 44 110 10 54 ' 104 94 ' 104 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg NA Ct; NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL). 0.002 G 999 240 Loc R+ / R- / Rh / Rw /U / RL P 129 /- /- /64 /- /6 Lu; NA Cs. NA VERT(CL); 0.007 G 999 180 Snow Duration; NA HORZ(LL); 0.013 G - - T /-636 1ORz(TL)' 0.014 G - - Creep Factor; 2.0 L /456 Wind reactions based on MWFRS Building Code; CBC 2022 Max TC CSI; 0.148 T Brg Wid = 128 Min Req = - TPI Std; 2014 Max BC CSI; 0.123 Bearing T is rigid surface. Rep Fac Varies by Ld Case Max Web CS 0,365 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT'8(0)/10(0) Plate Type(s); Chords Tens.Comp. Chords Tens. Comp. VIEW Ver; 23.01.02.0731.17 C - F 801 -790 F-1 621 -( tAiA\/P Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1927 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads; Force(#) (PLF) Mbr Start End Case 1; 1927 180.00 TC 0.00 10.71 1927 179.97 BC 0.00 10.71 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. NoC 58005 * 05/09/2024 1/ CivI- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, T-R 439 -423 O-L 820 -815 R-O 657 -641 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 789 -817 0-1 920 -936 C-O 913 -941 l - L 474 -564 N oracing instauea on one ULK per above and on the Joint Details, un age for additional information. a division of IT')') BuildinqCompor conformance with ANSI PI 1, oi us drawing, indicates acceptance I for any structure is the responsibm WINGl UDING THE INSTALLERS fer to and follow the latest edition of BCSI not be responsible for any deviation from this drawing, any failure to build the g,. installation, and bracinG of trusses. A seal on this drawing or cover page ering responsibility solely-for the design shown. The suitability and use of this tigner per ANSI/TPI 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN ~COMA- 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 23131 I GAEL Ply--1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T489 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.241512.59081 Page 2 of 2 Truss Label: 1T1 JCJ / GWH 05/08/2024 Additional Notes See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up. C 58005 * 05/09/2024 * CIV qu 'k,O;: ~CAU"&%'O I"WARNING" KEAL) AN!) 1-ULLUW ALL NU I Etd UN I I-ItS L)I-IAWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oltruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE 'Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paoe I listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of This 155 Harlem Ave Idrawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec. 2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview,IL 60025 I 1108 1104 4' 4, 124 1104 5104 9104 110": Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - B 175 -630 D-G 191 -562 B-H 394 -103 G-E 644 -151 H-C 161 -444 E - F 142 -610 H-D 483 -116 Connectors in green lumber (g) designed using NDS/TPl reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ06852001 0 T488 AVIARA WEST APARTMENTS DrwNo: 129.24.151300268 Truss Label: 112 JCJ / GWH 05/08/2024 1104 5104 9104 1108 1104 4' 4' 124 12 0.5 1111,5X3 3X8 A B 1111.5X3 Loading Criteria (psf) IWind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II IEXP: C Kzt: NA Des Ld 48.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi:018 Wind Duration: 1.60 Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.008 C 999 240 VERT(CL): 0.020 C 999 180 HORZ(LL): 0.003 A - - HORZ(TL): 0.007 A - - Creep Factor: 2.0 Max TC CSI: 0.390 Max BC CSI: 0.350 Max Web CSI: 0.225 EWVer: 23.01 020731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL J 609 /- I- /317 /- /69 F 609 /- I- /321 Wind reactions reactions based on MWFRS J BrgWid = - Min Req= - F Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing F Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 179 -5 C-D 169 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. No C 58005 * V 05/09/2024 / * "VVP.KNINLd tAL) ,'SNU t-ULWVV ALL NU tb ON t t1t ut-(AvviNs Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St ITrusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 IComponent Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 Ibracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lattached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing ins"called on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mA'COMPANY Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa ,e 155 Harlem Ave Ilisting this drawina' indicates acceptance of professional enatneering responsibility solely-for the design shown. The suitabilt and use of is drawing for any sEructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC. iccsafe.org; AWC: awc org Glenview, IL 60025 4X4 meXe 4X9 II11.5X3 4X10 4X4 2708 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520010 T486 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.58578 Truss Label: 1TA JCJ / GWH 05108/2024 I " 2 Complete Trusses Required 319 4210 71111 elF' 11612 16 17'10" 21104 25104 27018 4210 391 1O' 254 454 1104 4' 4' 124 1I1.5X3 ... 12 0.5 12 \\\4X6 m4X6 4X12 4r' C - 4210 3010 438 2' 4' 4' 1'2" 4210 734 810" 15104 17104 21104 25104 2708 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.16 ft NCBCLL: 0.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwal!: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x4 DF-L#i&Bet.(g); Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W12 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.25 to 78 plf at 8.22 TC: From 76 plf at 8.22 to 76 plf at 27.29 BC: From 20 p11 at 0.25 to 20 plf at 27.29 BC: 1254 lb Conc. Load at 16.12 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24" oc. 2812 11612 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.071 P 999 240 Lu: NA Cs: NA VERT(CL): 0.172 P 999 180 Snow Duration: NA HORZ(LL): 0.016 C - 1ORZ(TL): 0.038 C - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.245 TPI Std: 2014 Max BC CSI: 0.276 Rep Fac: No Max Web CSI: 0.569 FT/RT: 8(0)/i 0(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No .'C 58005 * 05/09/2024 * 60 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U I RL U 1829 I- /- /783 I- /78 L 2037 I- I- /770 I- Wind reactions reactions based on MWFRS U Brg Wid = 5.5 Min Req = 1.5 (Truss) L Brg Wid = 4.0 Min Reg = 1.5 (Truss) Bearing U is a rigid surface. Bearing L Fcperp = 625ps1. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 46-1266 F-H 117 -2748 B-C 69-1485 H - I 82 -1568 C-D 81 -1662 l-J 78 -1568 D-E 94-1926 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1214 -61 P-0 2363 -102 S-R 1392 -61 0-N 2363 -102 R-Q 1642 -73 N-M 422 -23 Q-P 2723 -100 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-U 26 -883 E-F 89 -1831 A-T 1241 -24 P-H 725 -9 T-B 35 -411 H-N 35 -1009 C-R 642 -33 N-J 1400 -63 R-D 43 -627 J-M 70 -978 D-Q 565 -29 M-K 1007 -50 Q - F 29-1007 K-L 47 -972 VVP.NNII'lU rctp,u /JNU tULLVVV ALL NO I C ON I thOr urc'kVVINL! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) 16'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptance of professional nieering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave I drawing for any srructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1111.5X3 12 \\\5X6 4X6 6X8 12 0.5 C - III5X6 5X8 1I11.5X3 4X10 4X6 A- 2708 TI L S Ply: 1 Job Number: R3444W_DV Cust R6852 JRef:1X7068520010 T485 AVIARA WEST APARTMENTS DrwNo: 129.24.151257017 Truss Label: 1TB JCJ / GWH 05/08/2024 62" 967 11'6"1 16 1T10" 21104 25104 2708 62 347 205 454 I 11041 4' I 124 62" 28" 2812 438 2' 4' 4' 1 62' 810" 11612 15104 17104 21104 25104 2 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL. 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48 00 Mean Height: 23.42 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x4 DF-L#i&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.093 F 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs. NA VERT(CL): 0.224 F 999 180 S 1313 I- I- 1786 I- /92 Snow Duration: NA HORZ(LL): 0.023 K - - K 1301 I- I- /771 I- I- HORZ(TL): 0.056 K - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 S Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.773 K Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std 2014 Max BC CSI: 0.649 Bearing S is a rigid surface Rep Fac: Varies by Ld Case Max Web CSI: 0.736 Bearing K Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chnrrts Tens Cnmn (hnri1s Tens ('.nrl Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 1825 -123 0-N 2508 -191 0-P 1727 -109 N-M 2508 -192 P-0 2733 -198 M-L 537 -45 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 54-1256 G-M 63 -866 A-R 1812 -35 M-H 85 -445 C - P 556 -67 M - l 1602 -121 P-E 78 -926 I - L 139 -1232 D-E 153-1992 L - J 1330 -99 0-G 511 -16 J - K 93 -1287 NoC 58005 * 05/09/2024 * VIEW Ver 2301.020731.17 A - B 95-1989 G-H 156 -ii B-C 1 36 -1894 H - I 149 -iL C-D i54-1988 l-J 32 -413 E-G 220-2755 —WAKNINUwx KEAD AND FOLLOW ALL NO I ES ON I HIS Dt'IAWINGI inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top Chord shall have roper attached structural sheathing and bottom chord shall have a properiy attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing ins"talled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of 'truss and position as 1.41 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN-0— truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses,. A seal on this drawin or cover pae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of is 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520010 1484 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.57283 Truss Label: ITC JCJ / GWH 05/08/2024 I 2 Complete Trusses Required 67 10103 62 483 16' 18712 22212 28712 5'1"13 2112 41' 31 I" 10"2 C4 X4 =406 1111.503 =608 D 11 12 O5 A T iI 2 T 408 00___ : Bl 6 N 1006 4X6 1111.503 8X16 1113X10 1111.503 6X8 III4X48X10 111,5X3 2708 A 62" 478 l'l'f 47" 27 6212 311" 62" 1078 115' 16' 212 26712 10" 2 27' "8 7'8"8 I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pt: NA Ce: NA VERT(LL): 0.216 0 999 240 Lu: NA Cs: NA VERT(CL): 0.274 0 999 180 Snow Duration: NA HORZ(LL): 0.043 B - - HORZ(TL): 0.055 B - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.479 TPI Std: 2014 Max BC CSI: 0.351 Rep Fac: Varies by Ld Case Max Web CSI: 0.836 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 %A/AkIC LJQ Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.64 ft NCBCLL: 0,00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x6 CF-L #2(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W14 2x6 DF-L #2(g); W15 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.1.25) TC: From 78 plf at -2.33 to 78 plf at 8.52 TC: From 76 plf at 8.52 to 76 plf at 27.04 BC: From 20 plf at -2.33 to 20 plf at 27.04 PLB: 5000 lb Conc. Load at (22.00,21.55) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Additional Notes Negative reaction(s) of -2768# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh IRw /U /RL S 2243 I- /2500 /788 /461 /1570 K 5370 /-2768 I- /2672 /2439 Wind reactions reactions based on MWFRS S Brg Wid = 5.5 Min Req = 1.5 (Truss) K Brg Wid = 4.0 Min Req = 2.9 (Truss) Bearing S is a rigid surface. Bearing K Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 433 -1811 G - H 2530 -4450 B-C 637 -2120 H - I 2516 -4390 C-D 599-1973 I-J 456 -866 E-G 1450-3907 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 1269-1222 0-N 4126 -1648 R-Q 1821 -486 N-M 4137 -1656 Q-P 1821 -486 M-L 1177 -621 P-0 3948-1444 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-S 237-1904 G-W 506 -1314 A-R 1700 -417 W-X 493 -1290 R-13 189 -501 X-M 318 -1016 B-T 310 -377 M-Z 3642 -2058 T-C 754 -234 Y-M 1871 -2122 T - P 329 -382 't' - H 2265 -2588 Q-T 694 -213 Z-AA 3951 -2325 P - D 544 -237 M- I 4030 -2369 P - E 1051 -2399 I -AB 1354 -2554 D - E 627 -2902 AB- L 1371 -2585 E-0 303 -570 L - J 2635 -1384 0-G 756 -302 J - K 1335 -2565 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concer(trated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. NoC 58005 * 05/09/2024 * 8(tIL) P,NL) 0LL0VV P'LL PlO i t.s 061 I I'llo urctwVir81 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an5'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with diagonal bracing insIalled on the CLR per SCSI sections B3, B7, or B1O as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabilif and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 23127 I COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 1484 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1512.57283 Page 2 of 2 Truss Label: 1TC JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. No: C 58005 05/09/2024 CIVt p• CAL%2 VVAININti E(.AU P,NL) IOLLOVV ALL NO I tb ON I hi tJi<AWINti! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ffir saTety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable ADpIy plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 ri E Notes page for additional information. Alpine, a division of IT'tN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uuous'usv truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pace listing this drawina' indicates acceptance of professional enaineehng responsibility solely-for the design shown. The suitabiIif' and use of ti- 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 3X6 11112X3') 3X10 III2X3 113X4 3X8 S 32108 \\\4X6 4X4 5X6 4X4 =3X10 -- 1113X6 5X6 3X4 H0308('") 6X10 AS 1113X6 04X6 III3X6 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520010 T556 AVIARA WEST APARTMENTS DrwNo: 129.24.151257469 Truss Label: 11JA JCJ / GWH 05/08/2024 132" 1'" 194 r5 11111 510' 10311 11""15 1921 )f'4"11 25515 2868 32108 11111 3105 4511 11I4 51114 6015 309 44" 4612 4511 2108 529 218 4' 4' 444 1'3 510" 10'311 1323 18412 2064 2464 2864 32108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-1_42(g); W8 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.260 H 999 240 Loc R+ I R- / Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.595 H 662 180 AE 1529 I- I- /885 I- /118 Snow Duration: NA HORZ(LL): 0.078 B - - U 1533 1- I- /889 I- I- 'IORZ(TL): 0.181 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AE Brg Wid = 3.5 Min Req = 1.6 (Truss) CBC 2022 Max TIC CSI: 0.981 U Brg Wid = 3.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI' 0.615 Bearings AE & U are a rigid surface. Rep Fac Varies by Ld Case Max Web CSI' 0.961 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)I10(0) Chords Tens,Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 64 -592 J - K 3378 -437 B-C 242-2207 J - M 232 -1941 Wind C-F 247-2213 K-O 3149 -431 Wind loads based on MWFRS with additional C&C D - E 59 -1227 L-0 373 -3056 member design. E - F 47 -1098 M - N 233 -1947 End verticals not exposed to wind pressure. F - G 262 -3123 N - Q 251 -1980 Wind loading based on both gable and hip roof types. G - H 286 -3224 0 - P 383 111 H - L 370-3299 Q-R 264 -1983 I-J 1541 -221 R-T 261 -1989 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AD-AC 631 -217 Z-Y 1579 -197 AC-AB 2266 -388 Y-X 1579 -197 AB-AA 3395 -446 X - W 2865 -354 AA-Z 3179 -421 W-V 2865 -354 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 138-1529 I-Z 231 -1633 A-AD 1402 -119 Z-J 629 -31 AD-B 146-1236 2029 -210 J-X K-L 679 682 -57 -17 AC-D 182-1227 X-N 159 -1131 D-AB 1175 -58 N-V 125 -1163 No. C 58005 C-D 144 -439 P-Q 241 -1456 E-AF 51 -403 V-R 154 -544 71 -556 V - T 2366 -304 05/09/2024 AA-1 530 -9 T-U 221 560 OP CAUV H - I 139 -510 I "WAKNINt5 AUANUI-ULLOW ALL NOIbON IhlVF(AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE INotes page for additional information. IAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawln9 or cover paoe Ilisting this drawing indicates acceptance of professional enamneering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC. awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1UB 31111 5'10 1323 )'4"15 17010 19 31111 1'10" 743 '12 3711 21 Cust: R6852 JRet' 1XZ068520010 T557 DrwNo' 12924.1512.56144 JCJ / GWH 05/08/2024 6 115, 214"1 25515 2868 32108 2210' 4015 309 44" 12 1111,5X3 X3 54X12l 4X6 N 1111.5X4 U t 11 14X - =_ 5X6 o M. t IIAG AF MW I" AE AD AC AB AA Y 132 x 113X6 06 04X6 4X4 \\\06 4X4 I1I1.5X3 3X8 III1.5X3 11I3X6 =5X6 3X10 III15X3 sxio H0308(**) A 32108 A 334 2612 4511 108 5'2"9 218 ' ' 334 510" U-2 10311 1323 18412 2064 24'6"4 2864 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.342 J 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu' NA Cs: NA VERT(CL): 0.746 J 528 180 AG 1530 I- /- /889 /- /118 BCDL: 8.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.091 J - - W 1532 /- /- /885 I- I- Des Ld. 46.00 EXP: C Kzt: NA _____________________ HORZ(TL): 0.212 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AG Brg Wid = 3.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psI CBC 2022 Max TC CSI: 0.991 W Brg Wid = 3.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 48 f ps MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI: 0.579 Bearings AG & Ware a rigid surface. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.935 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731 17 A- B 135 1193 K- L 160 -11 Lumber Wind B-C 239-1881 K-M 920 - C-F 243-1893 L-O 160 -1L, Top chord 2x4 DF-L #2(g) T3, Wind loads based on MWFRS with additional C&C D - E 29 -1030 M -0 904 -188 T4 2x4 DF-L #1&Bet.(g); member design. E - F 55 -1237 N - R 253 -1576 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - H 259 -2942 0- P 150 -1218 B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. G - I 411 -90 P - S 150 -1217 W8 2x4 DF-L #1&Bet.(g); H - J 195 - 1753 Q - R 1529 -255 Lumber shall be dried to a maximum moisture content I - K 17 -918 S-T 265 -1974 of 19% prior to installation. 256 -1939 J-N 242-1657 T-V Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors. AF-AE 1145 -259 AB-AA 2640 -311 All plates are 3X4 except as noted. AE-AD 1909 -354 AA- Z 2640 -311 (**) 3 plate(s) require special positioning. Refer to AD-AC 2876 -384 Z - Y 1936 -210 scaled plate plot details for special positioning AC-AB 3207 -428 Y - X 1936 -210 requirements. Loading Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psI non-concurrent live load. A-AG 154-1506 AB-K 437 -1 Truss checked for 250# movable concentrated load A-AF 1478 -124 K-Z 85 -428 along Bottom Chord, nonconcurrent with design 622 -66 AF-B 110 -948 Z-O gravity loads. B -AE 1493 -184 P -0 496 -34 AE-D 200-1271 0-S 152 -987 Purlins D-AD 1008 -29 S-U 90 -490 In lieu of structural panels use purlins to brace all flat No. C 58005 241 -1204 C-D 180 -585 X-T TC @ 24" oc. G-AB 122 -647 X-V 2300 -297 Purlins 05/09/2024 J/J H - I 154 -1524 V-W 221 -1496 Brace interior top chords of all trusses C1 I with purlins at 24" 0/c. 'O CAL8 VVANNINU I-<JkL) P,NU J-OLLOVV ALL NO I t:Zj ON I Hiti Ut<AVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, f8'r salety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as 14111161 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...pi rj E Notes page for additional information. Alpine a division of lT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN CO— truss Wi conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawmna or cover page listing this drawina' indicates acceptance of professional enamneermng responsibility solely Tar the design shown. The suitabili' and use of IIIS 155 Harlem Ave drawing for any srructure is the responsibility of the Building 'Desmgner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org; AWC' awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520010 T558 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.01563 Truss Label: 1UC JCJ / GWH 05/08/2024 1009 15415 18' 4014 545 271 3X4 3X4 m5X8 3X4 —,4X4 T3 G — 28 2464 2864 Z3 21112 4' 3X4 12 0.5 4X8 M 32108 4,4,,4 5X6 m6X10 1113X6 12 4 c 1114X6 A 1 III _ (13X6 \\\4X6 1111.5X4 B. x 5X6 m4X6 V U TS R 13 m4X10 3X10 m4X6 32108 A 104 62" 5612 28" 4' 4' 444 I 1238 17104 2064 2464 2864 32108 Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.282 G 999 240 Loc R+ / R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.655 G 602 180 V 1529 I- 1- /892 I- /105 BCDL: 800 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 B - - P 1521 I- I- /882 I- I- Des Ld: 4600 EXP: C Kzt: NA HORZ(TL): 0.164 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 24.55 ft Building Code: Creep Factor: 2.0 V Brg Wid = 3.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.814 P Brg Wid = 3.5 Mm Req = 1.6 (Truss) Load Duration: 125 BCDL 4 8 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Bearings Y & Pare a rigid surface. Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.934 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A- B 193 1600 G - I 92 -1095 B - E 262-1495 H-J 384 -2363 Lumber Wind C - D 192-1615 J - K 379 -2340 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C D - F 91 -1415 1< - M 542 -3482 T3 2x4 DF-L #1&Bet.(g); member design. E - G 269 -1516 M - N 315 -1934 Bat chord 2x4 CF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - G 386 -190 N -0 307 -1935 B2 2x4 DF-L #2(g); Webs 2x4 CF-L Standard(g) W4 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation Chords Tens.Comp. Chords Tens. Camp. X-W 1464 -272 T-S 3173 -479 Bracing W-V 1520 -283 S-R 3066 -471 (a) Continuous lateral restraint equally spaced on V - U 3165 -477 R - Q 3066 -472 member. U - T 3173 -479 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Camp. All plates are 1.5X3 except as noted. A - V 174 -1525 H - I 432 0 A-X 1662 -143 H-S 535 -63 Loading C-W 92 -532 I - K 206 -1322 Bottom chord checked for 10.00 psf non-concurrent C-Z 481 -26 S-J 114 -602 live load. V 1455 -162 S - M 619 62 Truss checked for 250# movable concentrated load OVO 216 -1445 DE 142 -434 M-Q H 71 0-0 -422 2297 along Bottom Chord, nonconcurrent with design gravity loads. -359 F.H 277-1795 0-p 256 -1487 Purlins No.0 58005 In lieu of structural panels use purlins to brace all flat TC @ 24" ac. 5/O25/O9/2O24) Purlins CIV Brace interior top chords of all trusses with purlins at 24" a/c. OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 ornponent Safety Information by TPI an6SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 racing per BCSI. Unless noted otherwise, top chard shall have aroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face ofruss nd position as 1.4961111.1, S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i i.._pi rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely or the design shown. The suitabililS' and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacampanents.cam; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 I I I hu M 1113X6 \\\4X6 m4X10 m3X10 -- m6X10 4X6 m4X6 I 113X6 Ply: 1 Job Number: R3444WDV Cust. P6852 JRef: 1XZ068520010 T559 AVIARA WEST APARTMENTS DrwNo. 129.241512.57665 Truss Label: 1UD JCJ / GWH 05/08/2024 51111 q,1"8 11615 14113 18' 2110" 246"4 2864 32108 51111 "13 557 344 3013 310" 2'8"4 4' 4,4,,4 3X4 1,5X4 N 32108 534 704 5612 28" 4' 4' 4'4"4 534 1238 17104 2064 2464 2864 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf NA Ce: NA VERT(LL): 0.179 N 999 240 Loc Ri- / R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.406 N 971 180 ,AA 1533 I- I- /893 I- /109 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.042 B - - R 1524 I- I- /881 I- I- Des Ld: 46.00 EXP: C Kzt: NA _____________________ HORZ(TL): 0.097 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AA Brg Wid = 35 Min Reg = 1.6 (Truss) Soffit 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.658 R Brg Wid = 3.5 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCDL 48 f ps MWFRS Parallel Diet: 0 to h/2 TPI Std: 2014 Max BC CSI: 0627 Bearings AA & Rare a rigid surface. Spacing: 24.0 ' C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.935 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FTIRT:8(0)/10(0) Chords Tens.Comp Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration. 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - B 106 -1603 I - K 79 -1( Lumber Purlins B-E 293-1066 J - L 387 -Z C-D 112-1291 L-M 382 -2.. Top chord 2x4 DF-L #2(g) Brace interior top chords of all trusses D - F 0 -583 M-0 517 - 3480 T3 2x4 DF-L #1&Bet.(g); with purlins at 24" o/c. E - H 197 -1269 0- P 306 -1937 Bot chord 2x4 DF-L #1&Bet.(g) F - G 962 -263 P -0 298 -1938 B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); H - I 197 -1126 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes Z-Y 1476 -287 V-U 3105 -443 Connectors in green lumber (g) designed using V - X 1487 -289 U - T 3077 -455 NDS/TPI reduction factors. X - W 3095 -440 T -5 3077 -455 All plates are 1.5X3 except as noted. W - V 3105 -443 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens Comp. Webs Tens. Comp live load. Truss checked for 250# movable concentrated load A -AA 168 -1524 F - J 255 -1513 along Bottom Chord, nonconcurrent with design A - Z 1667 151 J - K 378 0 gravity loads. B -AB 620 -79 J - U 599 -81 C-V 54 -397 K-M 179 -1347 Purlins OFESS, C-AB 403 -12 U - L 121 -672 In lieu of structural panels use purlins to brace all flat TC@24'oc C-X 1226 -105 U-O 603 -51 AB-D 543 -77 0-S 207 -1455 D-E 182 -714 S-Q 2302 -348 Wind E-G 178 -940 Q - R 249 -1490 Wind loads based on MWFRS with additional C&C No. C 58005 X-J 129 -633 member design. End verticals not exposed to wind pressure. 05/09/2024 Wind loading based on both gable and hip roof types. coviv- OFCAUrr **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .41.....PI ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. . North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520010 T560 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.01211 Truss Label: WE JCJ / GWH 05/08/2024 31111 618 9615 133 16113 18 2110 2464 2864 32108 31111 2113 357 381 383 1013 310 284 4' 4,44 III 12 4 \\\4X8 3X4 B IIi4X6 A i z AE AD AG IIl3X6 m4X6 \\\4X6 5X6 113X4 3X4 4X4(") 1111.5X4 4X4_ m5X81 SRS) T3 AB AA z m3X10 4X8 4X6 12 0.5 m4X8 S 5X6 90 X92 W rtv 1111.5X4 —_6X101O 1113X6 32108 2612 658 588 264 '4 44"4 334 510 1238 18 2064 2464 2864 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.391 F 999 240 Loc R+ / R- / Rh / Rw /U / RL AE 1532 I- /- /893 1- /109 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.877 F 450 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.141 B - - V 1524 I- I- /882 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.327 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 AE Brg Wid = 3.5 Mm Req = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.814 V Brg Wid = 3.5 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.625 Bearings AE & V are a rigid surface. Spacing: 24.0" C&C Dist a: 3.29 ft __ ,,... Rep Fac: Varies by Ld Case pT,Tn(nv1n(rn Max Web CSI: 0.936 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VOPIIU LJUIOLIUII. I VU IWAVE I VIV Lumber Wind Top chord 2x4 DF-L #2(g) T3, Wind loads based on MWFRS w T4 2x4 DF-L #1&Bet.(g); member design. Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wini Webs 2x4 DF-L Standard(g) W4,W5, Wind loading based on both gab W18 2x4 DF-L #2(g); Purlins Lumber shall be dried to a maximum moisture content Brace interior top chords of all trt of 19/o prior to installation, with purlins at 24" 0/c Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. w Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. * Purlins In lieu of structural panels use purlins to brace all flat TC (i 24" oc. 23.01.02.0731.17 A - B 140 -1200 K - N 226 -1256 B - D 216-1834 L-0 366 -2418 C-E 112-1375 M-N 1192 -232 ditional C&C D - F 132 -1254 0- P 362 -2395 E-G 145-1587 P-Q 485 -3419 sure. F - H 169 -1343 Q - S 481 -3405 I hip roof types. H - K 223 1401 S - T 297 1940 l - J 417 -137 1-U 289 -1941 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AD-AC 1149 -250 Z - Y 2890 -388 AC-AB 2140 -359 Y - X 3072 -436 AB-AA 2881 -386 X - W 3072 -436 AA-Z 2890 -388 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 165-1516 L-M 777 -59 A-AD 1487 -127 L-Y 790 -113 AD-B 97 -895 M-P 149 -1192 B-AC 1393 -133 Y-O 98 -594 C-C 185 -1264 Y-AF 414 -10 C-D 106 -429 P-R 81 -375 C -AB 986 -31 AF- S 567 -38 o:5sOO)L D-E 83 -507 293-1919 S-W W-U 195 -1446 2305 -337 H - I 137 -604 U-V 243 -1491 05/09/2024 * J - K 395 -53 CIvt- OP CA%J "WAKNINW I<LAV AND WLLOVV ALL NO i Lj ON i HR5 Di(AWIN(j! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroper lv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the oonvceeraov truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracino of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria )Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std' 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.663 F 595 240 VERT(CL)' 0.846 F 466 180 HORZ(LL): 0.234 B - - HORZ(TL): 0.298 B - - Creep Factor: 2.0 Max IC CSI: 0.681 Max BC CSI: 0.485 Max Web CSI: 0.779 Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T561 AVIARA WEST APARTMENTS DrwNo 12924 1513.00345 Truss Label: 1UF JCJ / GWH 05/08/2024 I 1 2 Complete Trusses Required 31111 618 9615 133' 16113 18'j 2168 24'5"4 2864 32108 31111 2'i"1 357 381 383 1013 368 21012 41" 444 5X6 1111.5X4 146X6 0 11111,5X3 5X3 K M4 6 11h. 32 i W 11 II13X8 4X6 5X6 IlI4X4 4X10 6X8 IlI4X4 8X8 8X10 8 2 III3X10 111.503 334 2512 658 588 264 311" 41' 444 334 510" 1238 18' 2064 2454 2864 32108 378 I 854 I -uiwgj* 7'8"8 I 4'44 -1 Loading Criteria (psf) IWind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II IEXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 IMWFRS Parallel Dist: 0 to h/2 Spacing. 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3, T4 2x4 DF-L #1&Bet.(g), T6 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W4,W5,W14,W15,W18, W23 2x4 DF-L #2(g); W20 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 8.25' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.1.25) TC: From 78 plf at 0.0010 78 plf at 3.97 TC: From 76 plf at 3.97 to 76 plf at 9.58 TC: From 78 plf at 9.5810 78 plf at 21.83 TC: From 76 plf at 21.83 to 76 plf at 32.88 BC: From 16 plf at 0.0010 16 plf at 32.88 PLB: 5000 lb Conc. Load at (24.67,21.68) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted, 1.25 plate duration factor used. ***** VIEW Ver: 23.01.02.0731.17 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Purlins Brace interior top chords of all trusses with purlmns at 24" 0/c. C 58005 * 05/09/2024 cl 1I OF A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL AC 2779 I- /2500 /969 /912 /1885 U 5277 /-2228 I- /2554 /2806 Wind reactions reactions based on MWFRS AC Brg Wid = 3.5 Min Req = 1.5 (Truss) U Brg Wid = 3.5 Min Req = 2.8 (Truss) Bearings AC & U are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 397-1154 J-M 791 -1 B-D 642-1759 K-N 421 -1 C-E 915 -1973 L-0 1775 D-F 430-1213 M-N 1167 -417 E-G 1038 -2239 0-P 1753 -3191 F-H 439 -1270 P-R 2927 -5671 G-1 724 -1225 R-S 2122 -3854 H-K 461-1326 S-T 2104 -3825 l-J 766-1124 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 1253-1246 Y-X 3489 -1691 AB-AA 1691 -823 X - W 6759 - 3841 AA- Z 2079 -759 W - V 6735 -3829 Z-Y 3411 -1652 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 469 -1394 M - P 1377 -2904 A-AB 1441 -503 X-AF 1656 -1380 AB-B 270 -713 AE-X 618 -1443 B-AA 1292 -508 AE-O 618 -1443 AA- C 578 -1420 AF-AG 1648 -1382 C-Z 1407 -703 AG-R 12 -948 D-E 186 -472 AH-R 1810 -1908 Z-AD 662 -218 R-Al 1808 -3102 G-AD 345 -1133 AI-AJ 2143 -3620 H - I 104 -412 AJ-V 2165 -3657 J - K 447 -184 V-T 4484 -2468 L-X 3190-1809 AK-V 252 -442 AD- L 2335 -1302 T - U 1405 -2610 AD-M 2364-1174 "WARNING" REAL) ANU FOLLOW ALL NO I Lb ON I HIS UKAWINI31 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require ereme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 IComponent Safety Information by TPI ano'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 Ibracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly I attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss nd position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i L_PRJ E I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any,failure to build the COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa 155 Harlem Ave Ilisting this drawina indicates acceptance of professional engineering responsibility solely lor the design shown. The suitabili and use of is North Building, 4th Floor Idrawing for any st'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 23427 / COMN Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T561 FROM: Qty : AVIARA WEST APARTMENTS DrwNo: 129.24.1513.00345 Page 2 of 2 Truss Label: 1UF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 * 05/09/2024 * IV I " t-);~~(Or CAIUAIF I VVAKNIN(. tAU AND 10LL0VV ALL NO I ON I HIZ5 D1<AWiN(i! **IMPORTANT** FURNISH TI-IlS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI anSBCA) f'r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ot'webs shall have continuous lateral restraint (CLR) installed with Perris CA 92571 (951)300-1758 Idiagonal bracing in1aIled on the CLR per _permanent sections B3, B7, or B10 as applicable. Apply plates to each face of rtruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usnwCOMPANY ANSI/TPI 1 for handling truss in conformance with or shipping,, installation and bracina of trusses. A seal on this drawing or cover pa I listing this drawina indicates acceptance of professional eain aeeering responsibility 501e1y10r the design shown. The suitability and use of Idrawing for any sFr' nucture is the responsibility of the BuiIdingOesigner per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V-C 537-1803 X-Y 1539 -883 C-D 1141 -422 Y-K 1198 -614 D-T 1846 -749 Z-K 1882 -1922 F-S 110 -417 K-AA 1774 -3026 S - G 2123 -085 AA-AB 2088 -3496 S-H 1831 -3492 AB-0 2109 -3532 G - H 1287 -3024 0 - M 4502 -2476 H-Q 584 -981 AC-O 242 -464 IQ - X 1544 -881 M - N 1404 -2809 No .'C 58005 * 05/09/2024 OF Ply 2 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520010 T589 AVIARA WEST APARTMENTS DrwNo 129 24.151302147 Truss Label: lUG JCJ / GWH 05/08/2024 2 Complete Trusses Required H 5 liii 6615 13612 18 2064 2454 2864 32108 1111 4615 i'io"t 514 454 264 311 41 444 Ill 5X3 12 G 12 O5 III X6 -4X4 -1,5X W10 11104 H ~6XI2 1111.5X3 H0508 B T4 L IM AA Z AA AC T1111 W14 AB II13X8 5X6 - 6X10 8X10 8X10 8X12 III3X10 IlI1.5X3 =4X6 11115X3 32108 658 658 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); 14 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W10,W1 1,W13, W17 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12 00" p.c. Bot Chord: 1 Row @ 8.25 o c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 78 p11 at 0.00 to 78 p11 at 3.97 TC: From 76 p11 at 3.97 to 76 p11 at 9.58 TC: From 78 p11 at 9.58 to 78 plfat 21.83 TC: From 76 p11 at 21.83 to 76 p11 at 32.88 BC: From 16 p11 at 0.00 to 16 plf at 32.88 PLB: 5000 lb Conc. Load at (24.67,21.68) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** 4 43 28" 311' 41" 444 _111`_1 612 171804 2064 2454 2864 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.387 I 999 240 I Loc R+ R- / Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.494 I 799 180 V 2779 I- /2500 /969 /912 /1885 Snow Duration: NA HORZ(LL): 0.124 B - - N 5277 1-2228 I- /2854 /2806 I- HORZ(TL): 0.159 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 3.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.405 N Brg Wid = 3.5 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI: 0.475 Bearings V & N are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.777 M embers not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT:8(0)I10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731.17 CE 280 -819 H-J 3083 -61 Loading D-E 847 -2167 J - K 3082 -61 E - F 1109 -2918 K-L 2129 -3L Truss checked for 250# movable concentrated load F - G 1248 -2956 L - M 2110 -3839 along Bottom Chord, nonconcurrent with design gravity loads. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat V - U 1614 -844 R - o 5631 -2684 TC @ 24" Pc. U - T 1677 -824 Q - P 6678 -3804 Laterally brace bottom chord above filler with purlins T - S 2861 -1085 P -0 6650 -3791 at 24" OC, S-R 5612-2675 "WARNING" REAL) AND 1-OLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) for salety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing intalled on the CLR per BCSI sections B3 B7, or B1O as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ,1 L..PI IJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwcoepssv truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional nainering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 23843 / COMN Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520010 1589 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.151302147 Page 2of2 Truss Label: lUG JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2228# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 CIV OF VVMFWlINU ttIAL) PdNU rULLUVV ALL tNt.) I to UN I riic, L)P(,RVVIiNL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint ot'webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwruerusv Itruss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely'Tor the design shown. The suitabiIif' and use of n 155 Harlem Ave Idrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: NA Pf. NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Building Code: CBC 2022 TPIStd: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL). 0.000 A 999 240 Loc R+ / R- / Rh / Rw I U / RL VERT(CL): 0.001 A 999 180 D 418 I- 1- /176 I- /56 HORZ(LL): 0.000 A - - C 418 I- I- /182 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = - Min Req = - Max TC CSI: 0.583 C Brg Wid = - Min Req = - Max BC CS 0.741 Members not listed have forces less than 375# Max Web CSI: 0.239 VIEW Ver: 2301.02.0731.17 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T276 AVIARA WEST APARTMENTS DiwNo: 129.24.1516.13343 Truss Label: CD1 JCJ I GWH 05/0812024 12 05 1111.5X4 A I D C I3X4 1111.5X4 A 6' A 6' 6' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height 22.94 ft NCBCLL. 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(9) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. "WARNING" HEAD AND I-OLLOW ALL NOIESON I HIS L)ttAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPl ana'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections 83, 87, or B1O as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mNCOMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin 155 Harlem Ave or cover pae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of is North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA P1: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)110(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.033 B 999 240 VERT(CL): 0.035 B 999 180 HORZ(LL): -0.018 F - - HORZ(TL): 0.019 F - - Creep Factor: 2.0 Max TC CSI: 0.303 Max BC CSI: 0.185 Max Web CSI: 0.717 VIEW Ver: 23.01 .02.0731.17 Loading Criteria (pst) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x10 DF-L #2(g) Bi 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W3 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 1.50 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 p11 at 6.00 BC: From 20 p11 at 0.00 to 20 p11 at 6.00 PLB: 5000 lb Conc. Load at (3.0021.21) Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets IJ360. Right end vertical not exposed to wind pressure. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ06852001 1 T277 AVIARA WEST APARTMENTS DrwNo: 129 24.1516.10943 Truss Label: CD2 JCJ / GWH 05/08/2024 I > 2 Complete Trusses Required 0.5 5X6 A 5 .5X5 H El ts4K J!T,D t T M G 131 F IJN /L C II I3X6 H0508 013X6 6X1O 2 3' I 32"12--------1 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh IRw /U IRL G 2784 /-2208 /2500 /1224 /1135 /1538 E 2792 /-2216 1- /1228 /1139 Wind reactions reactions based on MWFRS G BrgWid= - Min Req= - E BrgWid= - Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1252 -1446 B-C 1259 -1451 Maximum Bot Chord Forces Per Ply (Ibs) ChordsTens.Comp. G - F 1202-1198 Maximum Web Forces Per Ply (Ibs) WebsTens.Comp.WebsTens.Comp. A-H 1096-1358 K-F 1789 -1986 A-1 1993 -1731 K-B 2332 -2686 G-H 1099-1361 L-M 1890 -1640 1-1 1963-1704 M-C 1921 -1869 J - F 1539 -1334 D-C 1101 -1362 F-L 1489 -1290 D-E 1103 -1365 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. **WARNING** READ AN[ **IMPORTANT** FURNISH THIS DRA'/ Trusses require extreme care in fabricating, handlinc Component Safety Information, by TPI and SBCA) fi bracing per SCSI. Unless noted otherwise, top chorc attached rigid, ceiling. Locations shown for.permaner diagonal bracing metalled on the CLR per BCSI sect shown above and on the Joint Details, unless noted Notes page for additional information. Alpine, a division of IT\N BuildinQComponents Grou truss in conformance with ANSI/TPI 1, or for handlii listing this drawing, indicates acceptance of professim drawing for any s[ructure is the responsibility of the 47T.TAi I No.0 72160 I ALL NO i t ON i HIZ5 Ul(PiWlN(i! inland Empire Truss LL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St ~or talIing,and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 aices 'nor to performing these functions. Installers shall provide temporary (951)300-1758 operl tt ached structural sheathina and bottom chord shall have a properlyintOwebsshall have continuousteral rstrant(CLRnstalled with 7 B1O as applicable. Aoply plates to each face of lruss and position as Refer to drawings 160A-Z for standard plate positions. Refer to job's General , L_PI NJ E I not be responsible for any deviation from this drawing, any,failure to build the rmg,. installation and bracina of trusses. A seal on this drawing or cover paae Bering responsibility solely-for the design shown. The suitability and use of fl-m 155 Harlem Ave signer per ANSI/TPI 1 Sec.2. North Building, 4th Floor 11;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview, IL60025 SEQN: 22096 / FLAT Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520011 1277 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129.24 1516.10943 Page 2 of 2 Truss Label: CD2 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2216# MAX from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Truss must be installed as shown with top chord up. T. TA% No. C 72160 CIVIL- OF VVMlrlIPlt., Nt/Mi ,RiNU rULLUVV MILL INL) I r_0 L)IN I 1`1I UN/VVtiNLu! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI anSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B1O, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE j Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rON COMPANY truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enaineering responsibility soleIy'or the design shown. The suitability and use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520011 T278 AVIARA WEST APARTMENTS DrwNo: 129 24.1516.14053 Truss Label: CD3 JCJ / GWH 05/08/2024 1118 - 408 - 6' 1118 21" 1118 12 05 IlI3X4 1111.5X3B 5X3 F 1111.5X3 S III3X4 III3X4 6' 6' I 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.123 B 584 240 Loc R+ / R- I Rh I Rw / U / RL F 888 1- I- /176 I- /56 Lu: NA Cs: NA VERT(CL): 0.295 B 243 180 Snow Duration: NA HORZ(LL): -0.004 B - - E 888 I- I- /182 I- HORZ(TL): 0.011 B - - Creep Factor: 2.0 Wind reactions based on MWFRS F Brg Wid = - Min Req = - Building Code: CBC 2022 Max TC CSI: 0.825 E Brg Wid = - Mm Req = - TPI Std: 2014 Max BC CSI: 0.741 Members not listed have forces less than 375# Rep Fac: No Max Web CSI: 0.892 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. FT/RT:8(0)/10(0) Plate Type(s): A - F 108 -639 D - E 165 -828 VIEW Ver: 23.01.02.0731.17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA 'Des Ld: 48.00 Mean Height: 22.94 It NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1 .25 / Plate Dur.Fac.=1 .25) TC: From 76 plf at 0.00 to 76 plf at 6.00 BC: From 20 plf at 0.00 to 20 plf at 6.00 TC: 300 lb Conc. Load at 0.04, 1.96, 4.04, 5.96 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an6'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-17W bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for aermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALRINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uunwcoeruev Itruss in conformance with ANSI/WI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover paoe I listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave Idrawing for any sEructure is the responsibility of the Buildmng'Desmgner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TOOL: 18.00 Speed 95 mph BOLL: 0.00 Enclosure: Closed BOOL' 10.00 Risk Category: II EXP: 0 Kzt: NA Des Ld 48 00 Mean Height: 22.98 ft NOBOLL: 0.00 TOOL 10.8 psf Soffit: 2.00 BOOL: 6.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 O&O Dist a: 3.00 ft Loc from endwall: Any GOpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 OF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 OF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional O&O member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T279 AVIARA WEST APARTMENTS DrwNo: 129.24.151612686 Truss Label: C04 JCJ / GWH 05/08/2024 23' 83' 23' 6' 1111.5X3 3X4 A B =_ 3X4 I I F E D 1113X4 3X4 1111.5X4 83' 23' 6' 23' 83' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Of: NA OAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Oe: NA VERT(LL): 0.003 E 999 240 Loc R+ / R- / Rh I Rw / U / RL Lu: NA Os: NA VERT(OL): 0.009 E 999 180 F 481 I- I- /238 1- /59 Snow Duration: NA HORZ(LL): 0.002 A - - 0 481 I- I- /243 -tORZ(TL): 0.005 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 F Brg Wid = - Min Req =- OBO 2022 Max TO CSI: 0.425 0 Brg Wid = - Min Req = - TPI Std' 2014 Max BO CSI: 0.543 Members not listed have forces less than 375# Rep Fac Varies by Ld Case Max Web OSI: 0.174 Maximum Web Forces Per Ply (Ibs) Webs Tens.Oomp. FT/RT'8(0)/10(0) Plate Type(s): F - B 208 -527 WAVE IVIEW Ver: 23.01.02.0731.17 T. No. C 72160 WAKNINti ttAD AND FOLLOW ALL NO I 1=6 ON I HIS L)hfAWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shiDping, installing and bracing. Refer to and follow the latest edition of BOSI (Building Pens CA 92571 Component Safety Information by TPI anSBOA) ff1- safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BOSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (OLR), installed with diagonal bracing installed on the OLR per BOSI sections B3, 67, or B1O, as applicable Apply plates to each face of truss and position as 1141116111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General 4 I.....FI rJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover pace listing this drawino indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabiliti and use of This 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Buildingijesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBOA: sbcacomponents.com; 100: iccsafe.org; AWO: awc.org Glenview, IL 60025 OFIESSI T. No. C 72160 * * OF f 05 24 ALL NOTES ON THIS DRAWING! LL CONTRACTORS INCLUDING TI installing and bracing. Refer to anc ctices prior to performing these fun properly attached structural sheathii .traint of webs shall have continuous or P1 0, as applicable. Aply plate not be responsible for any deviation from this drawing, any failure to build the g, installation and bracing of trusses. A seal on this drawing or cover page ering responsibility solely-for the design shown. The suitability and use of this signer per ANSl/TPI 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE ANITWCOMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of a Ply: 1 Job Number: R3444W_DV -. Gust: R 6852 JRef: 1 XZ06852001 1 T280 AVIARA WEST APARTMENTS DrwNo: 129 241516.11893 Truss Label: CD5 JCJ / GWH 05/08/2024 164 3'5"4 6' 164 i'll" 2612 12 05 1113X4 1111.5X3 Ill1.5X3 II 1.5X3 A B F 1111.5X3 E lii 3X4 III 1.5X4 6' 164 4512 164 6' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.135 C 534 240 Loc R+ I R- I Rh / Rw / U / RL F 640 I- 1- /176 I- /56 Lu: NA Cs: NA VERT(CL): 0.323 C 222 180 Snow Duration: NA HORZ(LL): -0.005 C - - E 563 I- I- /182 I- I- L$ORZ(TL): 0.013 C - - Creep Factor: 2.0 Wind reactions based on MWFRS F Brg Wid = - Min Req = - Building Code: CBC 2022 Max TC CSI: 0.814 E Brg Wid = - Min Req = - TPI Std: 2014 Max BC CSI: 0.724 Members not listed have forces less than 375# Rep Fac: No Max Web CSI: 0.978 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. FT/RT:8(0)I10(0) Plate Type(s): ________________________ A - F 1 -375 D - E 165 -476 VIEW Vet: 23.01.02.0731.17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BGLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 CF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads -----(Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 pIt at 0.00 to 76 pIt at 6.00 BC: From 20 pIt at 0.00 to 20 plf at 6.00 TC: 300 lb Conc. Load at 1.52, 3.44 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. per r any structure is the responsibility or th information see these web sites: Alpine: Ply: 1 Job Number: R3444WDV Cust R6852 JRef:1XZ068520011 T281 AVIARA WEST APARTMENTS DrwNo: 12924. 151611784 Truss Label: CD6 JCJ / GWH 05/08/2024 12 05 III 1.5X4 A I I D C 113X4 1111.5X4 68" 68" 68" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSE) TCLL: 2000 Wind Std ASCE 7-16 Fig: NA Ct: NA CAT: NA TCDL: 1800 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category 1 Snow Duration: NA EXP: C Kzt: NA Des Ld: 48 .00 Mean Height: 22.95 ft NCBCLL: 0.00 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std. 2014 Spacing: 240 C&C Dist a. 3.00 it Rep Fac Varies by Ld Case Loc. from endwall Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C SS member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes No. C 72160 Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.000 A 999 240 Loc R+ / R- / Rh / Rw I U I RL VERT(CL): 0.001 A 999 180 D 437 I- I- /194 I- /57 HORZ(LL). 0.000 A - - C 437 I- I- /200 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = - Min Req = - Max TC CSI: 0.724 C Brg Wid = - Min Req = - Max BC CSI 0.839 Members not listed have forces less than 375# Max Web CSl: 0.321 VIEW Ver: 23.01.02.0731.17 WAKNIN(.d AU AND t-OLLOVV ALL NOi LZi ON I HIZj LJi'(AVViN( Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating, handlin,g shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General AL..PI E Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any 5f1ucture is the responsibility of the Build ing"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T192 AVIARA WEST APARTMENTS DrwNo: 129241458.21117 Truss Label: RE JCJ I GWH 05108/2024 I > < 2 Complete Trusses Required 1106 141 8 294 16" 7912 874 1348 1751 22115 26105 32108 7912 58 2'4 269 563 311' 603 UI1.X3 12 1111.5X3 4 G 85X I 8X8 1111.5X3 lI1.5x3 6 Mo S AJ M AB '05"" 91 AA"1. Z lII4X6 V X W Be V U I1 010 8X16 -3X6 H0508 - ill.5X3 12X12 l0X16 4X6 55X6 1130 1I1.5X3 4X6 4X6 -5X6 4X4 32108 31012 7'&8 21112 461 5095 6"4 39" 31012 111012 14108 2181 26'g" 27'3"4 ~3 110 32108 H. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefi L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.827 G 477 240 Loc R+ IR- /Rh /Rw /U IRL Lu: NA Cs: NA VERT(CL): 1.034 G 381 180 AC 5278 1-2274 /2500 /2514 /2322 /1601 Snow Duration: NA HORZ(LL): 0.169 A - - AK 2430 /-19 1- /867 I701 I- LIORZ(TL): 0.211 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AC Brg Wid = 4.0 Min Req = 2.8 (Truss) CBC 2022 Max TC CSI: 0.786 AK Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.746 Bearing AK is a rigid surface. Bearing AC Fcperp = 625ps1. Rep Fac. Varies by Lot Case Max Web CSI. 0.910 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01 .02.0731.17 A-B 2237-4678 L-M 872 -1858 Loading B-C 2281 -4758 L-N 430 -1585 Truss checked for 250# movable concentrated load C - E 4180 -9828 M -0 649 -1607 along Bottom Chord, nonconcurrent with design E - F 4182 -9837 N - P 429 -1569 gravity loads. F - H 3415 -8724 0- Q 671 -1826 Purlins H-J 3188-8136 P-R 394 -1359 I - K 405-1084 R-S 440 -1506 In lieu of structural panels use purlins to brace K - L 1230 -3323 all flat TC @ 24" oc. Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) with purlins at 24" O/C Chords Tens.Comp. Chords Tens. Comp. Deflection AC-AB 1252 -1245 Y - X 8638 -3379 Max JT VERT DEFL: LL: 0.80" DL: 0.22". See detail AB-AA 9329 -4914 X - W 3145 -1055 DEFLCAMB1014 for camber recommendations. Ad- Z 9498 -4954 W - V 1450 -424 Provide for adequate drainage of roof. z - Y 9839 -4134 V - U 1409 -412 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 1158 -2597 AJ- F 197 -690 I A-AB 5392 -2579 F-Y 1371 -1339 AB-AE 3085-5363 H - I 1157 -3040 AD-AB 190 -450 Y-J 600 -715 AD-B 199 -457 l-J 3074 -1175 AE-AF 2990 -5193 J - K 1480 -4165 C 5800 AF- C 2663 -4842 J - X 2633 -6454 AG-C 1956-1916 K-X 3545 -1358 JJ C-AH 1376 -316 W-Q 1738 -643 05/09/2024 AH-AI 1281 -241 0-V 366 -1133 AI-Z 1334 -245 U-S 1631 -478 Z-AJ 195 -668 S-T 370 -1273 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(9); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W12, W15 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 29.12 BC: From 16 plf at 0.00 to 16 plf at 29.12 PLB: 5000 lb Conc. Load at (8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted, 1.25 plate duration factor used. ***** I rMr/AU VOiNU IL)LLWVV ALL INIU i to UN 1`11Z,1`11Z,UFV499iiNW1 Inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) fó'r sa ely practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Anply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ns,rwcoseum ltruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enpeering responsibility 5o1e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23939 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 1192 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.145821117 Page 2 of 2 Truss Label: RE JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2274# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 * ~dy!!~/ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 63, B7, or B10 as applicable ADply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uuinwoerum truss in conformance with ANSI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover page listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of This 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Aloine aloineitw.com TPI: toinst.ora: SBCA sbcacomoonents.com: ICC iccsafe.ora AWC: awc ora Glenview, IL 60025 71012 71012 05 p m6X10 m4X8 Ac 5X6 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520006 T193 AVIARA WEST APARTMENTS DrwNo: 12924.1458.17539 Truss Label: RF JCJ / GWH 05/08/2024 1108 1528 " 1921 2104 19 225 f"4 1348 161112 2439 8 24" 191 518 D 12 3X4 1~ r*~~ L __ 3X4 m4Xl2 I C 1 IF I L\// Hwls 2575 32108 4312 4'3"3 R /ll4x1: M Z Y X W V U —_4x12m10X12 m8Xl0 4X4 1114X6 m4X6 1-10514 L114X4 32108 A 31012 788 S'S 1917 485 517 61" 31012 111012 '2"4 l6lll2 2151 2698 32108 2112 " 12 15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.398 G 991 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.898 G 439 180 AC 1521 I- I- /884 I- /133 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.082 A - - T 1535 I- I- /890 I- I- Des Ld: 46.00 EXP: C Kzt: NA _____________________ -lORZ(TL): 0.190 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AC Brg Wid = 4.0 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.956 T Brg Wid = 5.5 Mm Req = 1.6 (Truss) Bearing T is a rigid surface. Load Duration: 1.25 BCDL 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.812 Bearing AC Fcperp = 625p5m Spacing: 24.0 C&C Dist a: 6.47 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.947 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 368 -2355 K - L 293 -2720 Lumber Deflection B-C 360 -2354 L-M 83 -1221 Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.37 DL: 0.54. See detail C - E 862 -5812 L -0 226 -1739 T2 2x4 DF-L #1&Bet.(g); DEFLCAMB1014 for camber recommendations. E - F 862 -5826 M - N 103 -1362 Bot chord 2x4 DF-L #1 &Bet.(g) Provide for adequate drainage of roof. F - G 857 -5798 N -0 130 -1460 Webs 2x4 DF-L Standard(g) W2, G - I 856 -5791 0- P 226 -1743 W15 2x4 DF-L #2(g); H - J 2 -410 P - R 229 -1764 Lumber shall be dried to a maximum moisture content J - K 0 -469 R - S 151 -1265 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. AB-AA 4278 -482 X - W 3089 -294 All plates are 1.5X3 except as noted. AA- Z 4278 -482 W - V 1832 -187 Z-Y 5901 -721 V-U 1207 -111 Loading Y-X 5848 -714 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. A-AC 256-1487 K-X 3326 -469 95 -546 A-AB 2751 -433 X-M Purlins 00 AB- C 338 -2200 W -0 1315 -105 In lieu of structural panels use purlins to brace Id 178 -1137 C-Z 1738 -242 Q-V all flat TC @ 24" oc. Z-F 137 -714 V-R 1287 -150 Brace interior top chords of all trusses 112 -909 G-H 113 -709 R-U with purlins at 24' o/c. No C 58005 1508 -136 H - I 960 -110 U-S I - K 604-4051 S-T 165 -1511 Wind \ *' 05/09/2024 l-X 674-4376 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. CAUIrF Wind loading based on both gable and hip roof types. VVMNNINU NL/LJ P,INU rULLUVV ALL NU i CO UN i rhO Ui"OP,VViNLdl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI ana'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae listing this drawino, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building "'Oesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 31012 31012 I H 78 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 2508 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24' oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV Gust R6852 JRef1XZ068520006 T194 AVIARA WEST APARTMENTS DrwNo: 12924.1458.17727 Truss Label: RG JCJ / GWH 05/08/2024 1108 152 2121 2104 198 425 71012 f'2"4 1348 161112 I 2439 3075 3210" 71012 318 24" 318 6312 233 J III 6X' K 3X4 12 0,5 3X4 T2 X 5X8 D 12 1I ±IAi ZEYTX W V U 11 IA131 AA III 3X6 6X10 4X12 10X12 8X10 4X4 //14X6 iIi4X6 1113X6 H0514 5X6 32108 788 78 1917 485 , 11'10"12 i'2"4 l6'tll2 2181 211 " 12 t5'2 A 517 61" 2698 32108 Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.398 G 991 240 Loc R+ /R- _/ Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL) 0.897 G 439 180 AC 1521 I- I- /620 /146 /115 Snow Duration. NA HORZ(LL): 0.082 A - - T 1531 I- I- /538 /90 I- 9ORZ(TL): 0.190 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AC Brg Wid = 4.0 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.962 T Brg Wid = 55 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.811 Bearing T is a rigid surface. Rep Fac. Varies by Ld Case Max Web CSI: 0.916 Bearing AC Fcperp = 625psi. Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr- WAVE, HS VIEW Ver: 23.01.02.0731.17 Deflection A-B 609-2354 K-L 577 -2f B-C 600-2353 L-M 128 -5 Max JT VERT DEFL. LL: 0.37" DL' 054". See detail C - E 1456 -5810 L -0 470 -2130 DEFLCAMB1014 for camber recommendations. E - F 1457 -5824 M - N 234 -1361 Provide for adequate drainage of roof. F - G 1449 -5796 N - Q 244 -1305 G-1 1448 -5789 0-P 469 -2127 H - J 55 -439 P-R 467 -2123 J - K 32 -440 R-S 154 -700 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 4277 -932 X-W 3412 -680 AA-Z 4277 -932 W-V 2171 -456 Z-Y 5889-1314 V-U 726 -146 Y-X 5835-1301 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AC 396-1487 K-X 3638 -896 A-AB 2750 -715 X-M 233 -970 AB-C 562-2199 W-Q 1314 -228 C-Z 1738 -420 Q-V 271 -1185 Z-F 189 -720 V-R 1874 -402 G-H 178 -716 R-U 249 -1196 H - I 1013 -235 U-S 1401 -280 I - K 975 -3917 S-T 308 -1524 I - X 1121 -4433 VV#kNNIIU NAU/9NU I-ULLUVV ALL NUt Lt. UN I Hlb UI<AVVIN(d! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawing or cover pa 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitabilityand use of is North Building, 4th Floor drawing for any sfiucture is the responsibility of the Building Oesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W0V Gust: R 6852 JRef: 1 XZ068520006 1195 AVIARA WEST APARTMENTS DrwNo: 129.24 1458.20305 Truss Label: RH JCJ / GWH 05/08/2024 I " 2 Complete Trusses Required 1109 1561 176"5 294 213 7 7912 8'4 1349 161 5 19'3"f 203"1O 26413 32'105 7912 56 24' I'S" 194 4' 3'1'3 6511 12 ., 4 1111,5 3 D 904 I 32108 A 31012 788 21 14' 112 461 _5015 _248 918 3'1012 111012 108 2181 _2 _21 69' 238 39" 424 H')1 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefb L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.814 G 484 240 LocR+I R-I Rh/Rw/U I RL AE 5278 /-2274 /2500 /2514 /2322 /1601 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.018 G 387 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.167 A - - AM 2430 1-19 I- /867 /701 1- Des Ld: 46.00 EXP: C Kzt: NA '-lORZ(TL): 0.208 A - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 AE Brg Wid = 4.0 Mm Reg = 2.8 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.786 AM Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL' 4 8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.748 Bearing AM is a rigid surface. Bearing AE Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 6.47 It Rep Fac: Varies by Ld Case Max Web CSI: 0.910 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): ChordsTens.Comp.ChordsTens.Comp. VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE,HS A - B 2237 -4678 M-0 480 -1592 Lumber Loading B-C 2281 -4758 N-P 736 -1616 Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Truss checked for 250# movable concentrated load C - E 4181 -9830 0 - R 427 -1382 Bot chord 2x1 0 DF-L #2(g) Bi, along Bottom Chord, rtonconcurrent with design E - F 4183 -9839 P -0 779 -1807 B6 2x6 DF-L SS(g); gravity loads. F - H 3400 -8674 0- S 614 -1619 Webs 2x4 DF-L Standard(g) W2,W4,W12,W15, H - J 3156 -8031 R - T 422 -1472 W16 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Purlins I - K 375 -975 S - U 640 - 1778 Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace K - M 454 -1507 T - V 440 -1504 of 19% prior to installation, all flat TC @ 24" oc. L - N 783 -1845 Brace interior top chords of all trusses Nailnote with purlins at 24" 0/C. Nail Schedule:0.131"x3", mm. nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Deflection Chords Tens.Comp, Chords Tens. Comp. Bot Chord: 1 Row @12.00" D.c. Max JT VERT DEFL: LL: 0.79" DL: 0.21". See detail AE-AD 1252 -1245 AA-Z 8587 -3364 Webs : 1 Row @ 4" D.C. DEFLCAMB1014 for camber recommendations. AD-AC 9329 -4914 Z - V 3098 -1025 Use equal spacing between rows and stagger nails Provide for adequate drainage of roof. AC-AB 9498 -4954 V - X 1470 -431 in each row to avoid splitting. AB-AA 9841 -4135 Maximum Web Forces Per Ply (Ibs) WebsTens.Comp.WebsTens.Comp. A-AE 1158 -2597 H-I 1210 -3212 A-AD 5392 -2579 AA-J 617 -714 AD-AG 3085 - 5362 I - J 2619 -1033 .k AF-AD 190 -450 J - L 1339 -3709 AF-B 199 -457 J-Z 2683 -6614 AG-AH 2990 -5193 L - Z 3770 -1417 No. C 58005 AH-C 2663-4842 Z-Q 123 -380 Al-C 1956-1916 M-N 605 -202 05/09/2024 C-AJ 1377 -316 0-P 128 -514 AJ-AK 1281 -240 Q - V 188 -402 CIV AK-AB 1334 -244 V-U 1657 -602 AB-AL 195 -668 U-X 229 -686 AL-F 197 -690 X-V 1588 -466 Special Loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 p11 at 14.88 TC: From 78 plf at 14.88 to 78 plf at 29.12 BC: From 16 plf at 0.00 to 16 plf at 29.12 PLB: 5000 lb Conc. Load at ( 8.04,21.67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** —WAKNINUxx HAD AND 1-OLLOW ALL NO I Lb ON I Hlb Dl<AWlNG! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPl an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-3758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face ofruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss in conformance with ANSI/PI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabililS' and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21935 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520006 T195 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1458.20305 Page 2 of 2 Truss Label: RH JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2274# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 * 05/09/2024 * (OF CAUVF~ "WARNING" AU ANI) hOLLOW ALL NO I LS ON I Hlb L)F<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ro'r safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1756 bracing oer BCSI. Unless noted oTherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwcoerusv truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any sfiucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L #2(g); Bot chord 2x10 DF-L #2(g) 61, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W12, W15 2x4 DF-L #2(g); W5 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" O.. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 29.12 BC: From 16 plf at 0.00 to 16 plf at 29.12 PLB: 5000 lb Conc. Load at (8.04,21,67) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted, 1.25 plate duration factor used. ***** Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 1158-2597 H - I 1156 -3037 A-AB 5392 -2579 Y-J 594 -714 AB-AE 3085 -5363 I-J 3098 -1180 AD-AB 190 -450 J-K 1486 -4188 AD-B 199 -457 J-X 2629 -6438 AE-AF 2990 -5193 K-X 3603 -1373 AF- C 2663 -4842 M - W 185 -377 AG-C 1956-1916 W-Q 1662 -614 C-AH 1376 -316 Q-V 425 -1324 AH-AI 1281 -240 V-R 1139 -355 Al-Z 1334 -245 R-U 173 -557 Z-AJ 195 -668 U-S 1531 -445 AJ-F 197 -690 S-T 355 -1227 F-Y 1371 -1342 C 58005 * 05/09/2024 OF CALAkv~ * Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520006 T196 AVIARA WEST APARTMENTS DrwNo: 129 24.1458.20086 Truss Label: RJ JCJ I GWH 05/08/2024 2 Complete Trusses Required lrO"8 141 8 294 16' 7912 8'"4 1348 1791 22115 2725 32108 7912 58 24" 2'I09 523 43" 583 III1X3 12 15X3 G /7508 1I1.5X3 //14X8 12 0.5 I 1_8X8 M N P 8 4X6 I B - T1 wis N!r AJ I ± I MAO 1113010 8X16 Az 1ii4 W86 vu AK III1.5X3 12X12 10X16 4X6 C559 111308 H0508 9I1.5X3 4X6 4X6 4X4 5404 4X6 32108 31012 788 21112 461 5015 104 39" 3'1012 111012 14'108 21'51 269" 277"4 32106 24 18 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.822 G 479 240 Loc R+ / R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 1.028 G 383 180 AC 5278 /-2274 /2500 /2514 /2322 /1601 Snow Duration: NA HORZ(LL): 0.168 A - - AK 2430 /-19 I- /867 /701- '-tORZ(TL): 0.210 A - - Wind reactions based on MWFRS uilding Code: Creep Factor: 2.0 BC 2022 Max TC CSI' 0.786 l Std: 2014 Max BC CSI: 0.747 ep Fac: Varies by Ld Case Max Web CSI: 0.910 r/RT:8(0)/10(0) ate Type(s): IAVE, HS VIEW Vet: 23.01.02.073 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purliris to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Deflection Max JT VERT DEFL: LL: 0.80" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. /W org vvia = 4.0 von req = 2.8 (Truss) AK Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing AK is a rigid surface. Bearing AC Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1.17 A-B 2237-4678 L-M 850 -1948 B-C 2281 -4758 L-N 418 -1527 C-E 4180 -9828 M-0 672 -1718 E-F 4182 -9837 N-P 417 -1515 F-H 3415-8722 O-Q 656 -1791 H-J 3187-8135 P-R 442 -1511 I - K 406-1090 R-S 404 -1393 K-L 1238-3358 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 1252-1245 Y-X 8636 -3379 AB-AA 9329 -4914 X-W 3219 -1072 AA-Z 9498 -4954 W-V 1590 -467 Z-Y 9840-4134 V-U 1348 -393 '"WPkNIN( <bAU ANU I-'ULLUW ALL NO I tZi ON I HI UI"<AWtN(i' inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and SBCA) f6'r salety practices prior to performing these functions. Installers shall provide temporary (051)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in51a11ed on the CLR per BCSI sections B3, 67, or B1O, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae Ilisting this drawina indicates acceptance of professional enaineering responsibility solely Tar the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any sFr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN 23946 / COMN Ply: 2 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520006 T196 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1458.20086 Page 2 of 2 Truss Label: RJ JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Additional Notes Negative reaction(s) of -2274# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 05/09/2024 Ivfl_ CAL VVAKNINW tE.PU ANL) hULLOVV ALL Ni.) I tti UN I 11lt Ul'(AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of 11W BuildingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the Sm truss in conformancewith ANSI/TPI 1, or for handling, shipping,, installation, and bracinp of trusses. A seal on this drawing or cover page listing this drawino, indicates acceptance of professional enqineering responsibility solely'tor the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444WDV Cust: R 6852 JRef: 1 XZ068520007 T197 AVIARA WEST APARTMENTS DrwNo: 12924 150325617 Truss Label: SA JCJ / GWH 05/08/2024 I 2 Complete Trusses Required r 396 71111 111110 1664 21014 2594 396 425 31115 4610 4610 486 12 o 4)S6 - —3X4 3X4 4X4 5X6 Z'F91zr_A I 2594 396 396 4414 4610 4610 486 396 7612 111110 1664 21014 2594 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.091 L 999 240 Loc R+ / R- I Rh I Rw /U / RL 0 2988 1- I- /437 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.219 L 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.025 H - - H 3558 I- I- /452 I- I- Des Ld 48 00 EXP: C Kzt: NA 1ORZ(TL): 0.060 H - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 23.16 ft Creep Factor: 2.0 0 Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL 10.8 psf CBC 2022 Max TC CSI: 0.572 H Brg Wid = 2.8 Mm Req = 1.9 (Truss) Soffit' 2.00 BCDL 60 psf TPI Std: 2014 Max BC CSI: 0.606 Bearing 0 is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing H Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI. 0.936 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02 0731 17 ('.fl fl .-91AR7 ri-F ri -24W Wind Duration: 1.60 WAVE Lumber Loading Top chord 2x4 DF-L #2(g) #1 hip with 7-11-11 setback supports jack trusses or Bot chord 2x4 DF-L #2(g) rafters and joists. Corner(s) framed with a hip rafter Webs 2x4 DF-L Standard(g) supporting corner rafters or jack top chords. Corner Lumber shall be dried to a maximum moisture content jack bottom chords or ceiling joists span between this of 19% prior to installation. truss and the end wall. Extend sloping top chord of truss and jacks to hip Nailnote rafter. Support extensions every 4.00 ft to flat TC. Nail Schedule'O 131 "x3", mm nails Spacing of supports originates from #1 hip. Attach 2x4 Top Chord: 1 Row @ 7.00" o c lateral bracing to flat TC @ 24" oc with 2-16d Box or Bot Chord 1 Row @12.00" o.c Gun nails(0.135"x3.5",min.) and diagonally brace per Webs 1 Row @ 4oc DWG. BRCALHIP0118. Support hip rafter with Use equal spacing between rows and stagger nails cripples at 5-7-14 oc. in each row to avoid splitting. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design Plating Notes gravity loads. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat ESSi TC@24oc. 00 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 58005 Additional Notes 05/09/2024 I Building designer is responsible for conventional C1 I framing. OP CAL95 A-B 0-1949 E-F 0 -2718 B-C 0-2519 F-G 0 -1759 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1884 0 K-J 1862 0 M-L 2970 0 J - I 1862 0 L-K 2769 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-O 0-1451 E-K 0 -678 A-N 1967 0 K-F 1161 0 N-B 0 -682 F - I 0 -1384 B-M 639 0 I - G 2302 0 M-D 0 -792 G-H 0 -1729 I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing ,and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) to safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have proper iv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to jobs General ..i L.....Pi r\I E INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usrcoepusr I truss in conformance with ANSI] 1 or for handling shipping,, installation and bracing of trusses. A seal on this 1rawina or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely tar the design shown. The suitabilif and use of ti-k 155 Harlem Ave I drawing for any structure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites' AlDine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomDonents.com: ICC: iccsafe.oro: AWC: awc.ora Glenview, IL 60025 D 1') 2594 'I Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 1198 AVIARA WEST APARTMENTS DrwNo: 12924.1503 18258 Truss Label: SB JCJ / GWH 05/08/2024 396 8' 111110 1664 21014 2594 396 4210 31110 - 4610 4610 486 396 396 4414 4610 4610 486 396 7612 111110 1664 21014 2594 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.064 M 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL. 0.00 Enclosure Closed Lu: NA Cs. NA VERT(CL): 0.158 M 999 180 P 1262 I- I- /798 I- /112 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.018 I - - I 1262 I- I- /762 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.044 I - - Wind reactions based on MWFRS Mean Height. 23.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 P Brg Wid = 5.5 Min Reg = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.410 I Brg Wid = 2.8 Mm Req = 1.5 (Truss) Load Duration. 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.609 Bearing P is a rigid surface. Bearing I Fcperp = 625p5i Spacing: 24.0" C&C Dist a. 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.664 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con- Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 108-1570 E-F 231 -21 B-C 154-1846 F-G 202 -1(,-- Top chord 2x4 DF-L #2(g) C - E 190 -1721 G - H 127 -1248 Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp of 19% prior to installation. 0-N 1494 -188 L-K 1320 -140 Plating Notes N - M 2099 -237 K - J 1320 -140 Connectors in green lumber (g) designed using M - L 1965 -210 NDSITPI reduction factors. All plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. Loading Truss checked for 250# movable concentrated load A - P 71 -1226 L - G 827 -87 along Bottom Chord, nonconcurrent with design A-0 1555 -80 G - J 170 -968 gravity loads. 0- B 80 -537 J - H 1633 -167 N-E 94 -520 H - I 151 -1222 Purlins F - L 112 -471 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. ESSI Wind Wind loads based on MWFRS with additional C&C oxD member design. Left end vertical exposed to wind pressure. Deflection meets L1360. No. C 58005 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05/09/2024 11 civii- OPC VVMNNINL P,UP,NU NJLLUVV ALL NU tZ> UN I Nib L)i-q\vviN(j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f& safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intalled on the CLR per BCSI sections B3, B7, or B1O as applicable ADply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa listing this drawino' indicates acceptance of professional enaineeing responsibility soIeIyor the design shown. The suitability and use of is 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.069 K 999 240 VERT(CL): 0.159 K 999 180 HORZ(LL): 0.018 H - - HORZ(TL): 0.042 H - - Creep Factor: 2.0 Max TC CSI: 0.918 Max BC CSI: 0.706 Max Web CSI: 0.921 VIEW Ver: 23.01.02.0731.17 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV Cost: R 6852 JRef. 1 XZ068520007 T199 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.18460 Truss Label: SC JCJ / GWH 05/08/2024 596 11'll,'ll 16113 201011 2594 596 625 422 4813 4109 ,-4X4 3X4 34 5X6r I I 2594 596 596 471 4813 4109 596 11612 16113 201011 2594 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.83 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Use this design for common hip trusses @ 24.0 oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh / Rw / U / RL M 1466 I- I- /119 I- I- G 1953 I- 1- /103 1- Wind reactions reactions based on MWFRS M BrgWid= - Min Req= - G Brg Wid = 2.8 Min Req = 2.1 (Truss) Bearing G Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. C-D 0-1959 D-E 0 -2957 A-B 0-2211 E - F 0 -1446 B-C 0-2139 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L - K 2071 0 J - I 1529 0 K-J 2097 0 I - H 1529 0 C 58005 * 05/09/2024 * OP CAYFOVvv Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 0-1414 J - E 830 0 A - L 2078 0 E - H 0 -1495 L-B 34 -428 H-F 2155 0 D-J 0 -545 F-G 0 -1913 VVMIPl" rctii MINLJ rVLLVVV ALL INLi I c L)iN I riio UrcPVVItN.,! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 I Component Safety Information by TPI an6'SBCA) ffi'r saty practices prior to performing these functions. Installers shall provide temporary (951)300-1Th8 I bracing er BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CUR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the -C0-- truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracin9 of trusses , . A seal on this drawirt or cover pae 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely 'for the design shown. The suitabili and use of is I Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Gust R6852 JRef' 1XZ068520007 T200 AVIARA WEST APARTMENTS DiwNo: 129 24.1503.21788 Truss Label: SD JCJ / GWH 05/08/2024 596 12' 16113 201011 2594 596 6210 4113 4613 4109 t I 596 596 596 11612 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA BCDL: 1000 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.16 ft NCBCLL: 0.00 TCDL 10.8 psf Building Code: Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 2594 471 4813 4109 16113 201011 2594 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.050 L 999 240 Loc R+ / R- / Rh / Rw / U I RL VERT(CL): 0.123 L 999 180 N 1262 I- I- /792 /- /147 HORZ(LL): 0.013 I - - H 1262 /- I- /779 I- I- HORZ(TL): 0.032 I - - Wind reactions based on MWFRS Creep Factor: 2.0 N Brg Wid = - Min Reg = - Max TC CSI: 0.477 H Brg Wid = 2.8 Min Reg = 1.5 (Truss) Max BC CSI: 0.681 Bearing H Fcperp = 625p5i. Max Web CSI 0.698 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 92 -1848 E - F 167 - 1 B-C 133-1704 F-G 103 -1 C-E 168-1553 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 1717 -204 K-J 1019 -113 L-K 1484 -173 J - I 1019 -113 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-N 51-1212 F - I 179 -2 A-M 1718 -37 l - G 1438 -154 E-K 118 -431 G-H 159 -1223 K-F 682 -82 No C 58005 05/09/2024 * 9P CAL%11'0~ WAKNIN(. '<LAO ANt) i-OLLOVV ALL NO I tZ5 ON I HIZj LJI(AVVlN1j! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI an8'SBCA) To'r saTety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face of 'truss and position as 1.41119611 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...'i L...pi E Notes page for additional information. Alpine a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the I truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pa oe listing this drawing indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabili' and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents com; ICC: iccsafe org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV [Cust. R 6852 JRef: 1XZ068520007 T201 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.17825 Truss Label: SE I JCJ / GWH 05/08/2024 5213 10315 151111 2064 2594 5213 511 5712 469 53" 3X4 3X4 114X6 I I 5213 511 2594 5213 4118 A 5213 10315 15612 2064 2594 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.057 K 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.134 K 999 180 M 1352 I- I- /115 I- I- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.015 H - - G 1758 I- I- /101 I- I- EXP:C Kzt:NA Des Ld: 48.00 HORZ(TL): 0.035 H - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 M Erg Wid = - Mm Req = - TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.931 G Brg Wid = 2.8 Mm Req = 1.9 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Bearing G Fcperp = 625p51. Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.961 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 D - E 0 -1407 C - D 0 -1538 A-B 0-1942 E-F 0 -1073 Lumber Wind B-C 0-1957 Top chord 2x4 DF-L #2(g) Wind loads and reactions based on MWFRS. Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. L - K 1821 0 J - I 1129 0 K-J 1790 0 I - H 1129 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply (Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes A - M 0 -1305 J - E 455 0 Connectors in green lumber (g) designed using A - L 1838 0 E - H 0 -1269 NDS/TPI reduction factors. L - B 22 -427 H - F 1749 0 C-J 0 -560 F-G 0 -1715 Loading Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 It to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. No C 58005 * 05/09/2024 OF CA100illf-P I ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathin9 and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous materal restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I ALPINE i Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any.failure to build the usnwcoepesv truss it conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paa 155 Harlem Ave listing this drawino, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this ldrawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc,orq Glenview, IL 60025 - -. 4x4"H io" - 06 —110308 Ply 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: TA 11111 668 11415 19211 11111 4613 4107 7912 188" T 12 4 1114) Ti A Cust: R 6852 JRef. 1XZ068520007 T203 DrwNo: 129.24.1503.22101 JCJ / GWH 05/08/2024 2817 323)2 4713 425 1111.5X4 4X8 m4X6 N 0 S r1R 5X8 1113X4 (TYP) 03X4 3X4 K \\\6X8 J M A 32312 32312 32312 3058 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 1800 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.82 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.23 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.207 I 999 240 Loc R+ I R- I Rh / Rw /U / RL Lu. NA Cs: NA VERT(CL) 0.499 I 776 180 Z 1582 I- I- /926 I- /125 Snow Duration: NA HORZ(LL): 0.048 B - - R 1581 I- I- /928 I- I- HORZ(TL): 0.116 B - - Wind reactions based on MWFRS Building Code: Creep Factor. 2.0 Z Brg Wid = 5.5 Min Req = 1.7 (Truss) CBC 2022 Max TC CSI: 0.782 R Brg Wid = 2.8 Min Req = 1.7 (Truss) TPI Std: 2014 Max BC CSI: 0.821 Bearing Z is rigid surface Bearing R Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.978 Members not listed have forces less than 375# FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Coo WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 63 -615 G-H 105 -3,1 B-C 81-2438 H-J 102 -31— C-D 47-3464 J - L 107 -3104 D-E 31 -3654 L-M 107 -3104 E - F 105-3556 M-0 66 -1855 F-G 105-3556 0-P 66 -1857 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 658 -144 V-U 3278 -122 X-W 2532 -166 U-T 3278 -122 W-V 3512 -130 T-S 2070 -84 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 0-1587 H - I 71 -401 A-Y 1465 -4 J - T 83 -741 Y-B 58-1273 T-M 1456 -37 B-X 2190 -31 K-L 83 -385 X-C 82-1186 M-S 119 -1182 C-W 1140 0 S-P 2408 -94 W-D 43 -557 P-R 92 -1538 V-J 589 0 C 58005 05/09/2024 * Op CALO'>P "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) tSr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT\N BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 12 --- - ' I I I :4e - 553 _______ 1 _4)9O 4 c". 4X4 B LL I Ply: 1 Job Number: R3444W_DV Gust: R 6852 JReI: 1XZ068520007 1204 AVIARA WEST APARTMENTS DrwNo 129.24.1503.19460 Truss Label: TB JCJ / GWH 05/08/2024 31111 9'211 13415 15'0" 20912 '\'2"11 32312 31111 53" 424 1'7" 596 415 5-5 1111 1,5X3 4X4 IIl1.5X3 _h153 m4X6 91.5X4 mH0308 32312 32312 32312 F- 3612 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 25.15 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.23 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated toad along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. TF 2856 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.164 D 999 240 Loc R+ I R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.392 D 990 180 V 1582 /930 1- /143 Snow Duration: NA HORZ(LL): 0.046 0 - - 0 1581 /930 I- I- IORZ(TL): 0.112 0 - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 5.5 Mm Req = 1.7 (Truss) CBC 2022 Max TC CSI: 0.801 0 Brg Wid = 2.8 Mm Req = 1.7 (Truss) TPI Std: 2014 Max BC CSI: 0.821 Bearing Visa rigid surface. Bearing 0 Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.635 Members not listed have forces less than 375# FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01 .02.0731.17 A-B 63-1279 F-G 98 -2853 B-C 70-1179 G - I 95 -2835 C-D 73-2651 I - K 63 -1816 D-E 152 -2617 K-L 63 -1816 E-F 98-2853 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U-T 2618 -161 R-Q 3134 -110 T-S 3134 -110 0-P 2866 -104 S-R 3134 -110 P-0 1805 -72 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 14-1559 G-H 76 -452 A-U 1563 -1 0-I 382 0 U-C 27-1780 I - P 45 -1286 C-T 508 0 J-K 117 -520 T-E 0 -646 P-L 896 0 E-Q 13 -451 L-O 90 -2260 NoC 58005 0/r CAO C6~ * 05/09/2024 * t ALPINE t VVPNI'lINU rctPLJ PdNU L)LLUVV P'LL NW i WIN i rii L)rtPVViiNt,ni Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly a ached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing intalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this lrawina or cover pace 155 Harlem Ave listing this drawina' indicates acceptance of professional enggleering responsibility solely nor the design shown. The suitability and use of this drawing for any sFructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 R 5X6 4X6 8X10 4X8 6X10 1114X4 06 Ply: 1 Job Number: R3444WDV Cust. R6852 JRef:1XZ068520007 T205 AVIARA WEST APARTMENTS DiwNo: 12924150320179 Truss Label: TC JCJ / GWH 05/08/2024 IiI 972 15415 21'6"f 241112 281112 32108 3'7"7 5913 11113 208 354 4' 31012 5-5 5X6 N 32108 5612 612 62" 514 1'l1" 4' 4' 34" 5612 1238 17412 1944 241112 281112 32312 17" 612 201112 32108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.251 H 999 240 Loc R+ / R- / Rh / Rw /U / RL AA 1594 /- I- /950 /- /141 BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(CL): 0.522 H 756 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 B - - R 1587 /- I- /947 I- Des Ld 48.00 EXP: C Kzt: NA IORZ(TL): 0.157 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 AA Brg Wid = 5.5 Mm Req = 1.7 (Truss) Soffit: 2.00 TCDL. 108 psf CBC 2022 Max TC CSI: 0.997 R Brg Wid = 2.8 Mm Req = 1.7 (Truss) Load Duration: 1.25 BCDL' 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.747 Bearing AA is a rigid surface. Bearing R Fcperp = 625p5i Spacing: 24.0 ' C&C Dist 3.23 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.714 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Corr VIEW Ver: 23.01 .02.0731.17 Wind Duration: 1.60 w.rjp Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L #2(g); Bot chord 2x4 CF-L #2(g) B2 2x4 DF-L #1 &Bet.(g), Webs 2x4 DF-L Standard(g) W9, W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24 0/c. A-B 63-1682 I-J 0 - Wind B-C 80-1368 J-N 11 -t Wind loads based on MWFRS with additional C&C C - E 70 -1529 K - L 163 -3692 member design. D - F 32 -1648 L - M 161 -3657 Left end vertical exposed to wind pressure. Deflection E - H 70 -1523 M-0 161 -3671 meets L/360. F - G 10 -1511 0 - P 96 -2963 Right end vertical not exposed to wind pressure. G - H 25 -1249 P - 0 89 - 2004 Wind loading based on both gable and hip roof types. H - I 44 -2546 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1542 -125 V-U 3345 -139 Y-X 1571 -127 U-T 3238 -134 X-W 3024 -120 T-S 3238 -134 W-V 3332 -138 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AA 21 -1590 K-U 743 -11 A-Z 1757 0 K-N 1163 -30 C-D 542 0 U - L 58 -910 D-Y 82 -629 U-0 633 -13 D - X 1520 -23 M - N 37 - 859 E-F 73 -471 0-S 62 -1559 G-W 45 -650 S - P 74 -423 W - l 1762 -51 S-Q 2393 -102 W-K 93-1571 Q-R 88 -1549 I - K 130-2695 No: C 58005 * 05/09/2024 CIV OF WAKNINij HLAD ANV i-ULLOVV ALL NU I tzi UN I HIZ5 Ui(AVViNLdl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices orior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable ADply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss i, conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites' Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520007 T206 AVIARA WEST APARTMENTS DrwNo: 129.241503.21398 Truss Label: TD JCJ I GWH 05/08/2024 as 673 9' 72 15 1111 1007 196" 21'6 241112 2011"12 32'108 673 21115 649 872 214 208 354 4' 31012 C5XO 4X IN ~4X8 5X6 20 T !' 11I'AB VNf I!14X4 AA \54X6 ZVXW 132 4X6 8X10 4X8 6X10 63X4 4X6 I I 6'24 196" 19'6 I 1304 32108 A 4 4' 3'4 I 20'1 t2112 24'1112 I 281112 32'312 '32' 108 I 138" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.253 G 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.596 G 661 180 AB 1592 I- I- /952 I- /141 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.051 E - - T 1583 I- I- /946 I- I- EXP: C Kzt: NA Des Ld: 48,00 ttORZ(TL): 0.125 E - - Wind reactions based on MWFRS Mean Height: 24,56 It NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Req = 1.7 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.806 T Brg Wid = 2.8 Mm Req = 1.7 (Truss) BCDL' 6.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.714 Bearing AB is a rigid surface. Bearing T Fcperp = 625psm. Spacing: 24.0" C&C Dist a: 3,23 It Rep Fac: Varies by Ld Case Max Web CSI: 0.700 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-C 42-1713 J - K 2 -2445 Lumber Purlins B-E 0-1438 K-L 0 -761 Top chord 2x4 DF-L #2(g) T6 2x6 DF-L #2(g); In lieu of structural panels use purlins to brace C - D 62 -1548 L - P 1 -684 Bot chord 2x4 DF-L #2(g) all flat TIC @24" oc. D - G 60 -1532 M - N 107 -3679 B2 2x4 DF-L #1&Bet.(g); Brace interior top chords of all trusses E - F 0 -1310 N-0 105 -3645 Webs 2x4 DF-L Standard(g) W8, with purlmns at 24" 0/c, F - I 0 -1176 0-0 105 -3658 W20 2x4 DF-L #2(g); G - l 92 -1394 0-R 74 -1997 Lumber shall be dried to a maximum moisture content 1 -1 23 -2329 R - S 68 -1999 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. AA- Z 1596 -102 x -w 3336 -84 All plates are 1.5X3 except as noted. Z - Y 2832 -60 W - V 3227 -92 (**) 1 plate(s) require special positioning. Refer to V - X 3323 84 V - U 3227 -92 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Truss checked for 250# movable concentrated load A -AB 2 1540 M - W 737 9 along Bottom Chord, nonconcurrent with design A -AA 1723 0 M - P 1149 -9 gravity loads. ESSI AA- B 63 -659 W - N 45 -898 B - Z 1303 0 W -0 627 0 Wind OvID D - E 74 -425 0 - P 23 -846 Wind loads based on MWFRS with additional C&C F V 35 -471 0-U 37 -1552 member design. - V K 1675 -30 U - S 2386 -76 Left end vertical exposed to wind pressure. Deflection V M 89-1585 S-T 72 -1545 meets U360 K - M 79 -2683 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. * 05/09/2024 * CIVL I WARNIN REAL) AND 1-OLLOW ALL NO I lzb ON I 111b Di(AWiN! Inland Empire Truss I "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections 63 67, or 610, as applicable. Apply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any sEr'ucture is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code' CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT.8(0)/10(0) Plate Type(s): DeflICSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.401 R 984 240 VERT(CL)' 0.508 R 775 180 HORZ(LL): 0.113 B - - HORZ(TL): 0.143 B - - Creep Factor: 2.0 Max TC CSI: 0.469 Max BC CSI: 0.480 Max Web CSI: 0.679 Ply 2 Job Number: R3444W_DV Cust R6852 JRef: 1 XZ068520007 T207 AVIARA WEST APARTMENTS DiwNo: 12924.150317601 Truss Label: TE JCJ I GWH 05/08/2024 I 5 2 Complete Trusses Required 41071 6V 111175 41011 1113 322 161172 lola'S 2l'6 41113 8/ 208 2474 2884 32'108 t 86X8) III 543 CSX6 35'12 41' 424 4 E] _2 UM 111.5X3 114X6 W20 1_2 o,5 111,5X3 1111,5X3 3, C H j ~IIX12 111.5X3 i AB w Z N14X4 c P mHOW8 s __6X8 T6 T T 013x8 496 05X6 4X6 IlI4X6 lOXlO 1111.543 3210'S 816 IOXIO ._ - 5416 - 12 lS'f 69'8 4512 59 1238 201112 4118 lI 1 173' gte '1 12 I 378 41' 42'a 2474 2884 32108 378 I 9-74 20'11"12 78'8 I 474 —H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed' 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.53 It NCBCLL: 0.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi' 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet (g); T6 2x6 DF-L #2(g), Bot chord 2x10 DF-L#2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W12,W20,W22, W24 2x4 DF-L #2(g); W21 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @10.50" o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at 0.50 to 78 plf at 14.43 TC: From 76 plf at 14.43 to 76 plf at 2962 BC: From 20 plf at 0.50 to 20 plf at 29.62 PL: 5000 lb Conc. Load at (21.77,20.99) Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ver: 23.01 .02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. No .'C 58005 * 05/09/2024 OP CALIM * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL AE 2479 I- /2500 /951 /628 /1543 V 5345 (-2212 I- /2481 /2181 Wind reactions reactions based on MWFRS AE Brg Wild = 5.4 Min Reg = 1.5 (Truss) V Brg Wild = 4.0 Min Reg = 2.9 (Truss) Bearing AE is a rigid surface. Bearing V Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 321-1267 K-M 421 -11 B-C 417-1642 L-M 649 - C-E 413-1622 M-N 318 -866 D-F 628-1857 N-R 360 -1070 E - H 413-1621 0-P 2267 -5801 F - G 628 -1849 P -0 2250 -5745 G-1 566-1512 0-5 2252 -5754 H - K 454 -1842 S - T 1732 -3743 1-1 875-1348 T-U 1719 -3724 J - L 914-1591 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp AE-AD 1250 -1248 AA-Z 4806 -1802 AD-AC 1698 -597 Z-Y 4828 -1811 AC-AB 1853 -525 Y-X 6718 -3431 AB-AA 3384 -1016 X-W 6692 -3424 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 316-1248 Y-AG 1641 -1200 A-AD 1467 -372 AF-Y 389 -1171 AD-B 195 -746 AF-P 389 -1172 B-AC 1350 -350 Q-R 390 -1166 AC-D 384 -1348 AG-AH 1637 -1215 D-AB 1693 -582 AH-S 1306 -832 G-H 145 -786 Al-S 1936 -1955 I - 34 -511 S -AJ 1783 -3231 J - K 642 -188 AJ-AK 2123 -3694 M-L 3201 -1116 AK-W 2138 -3719 A-0 1389-3398 W-U 4416 -2037 L-0 1011 -2812 AL-W 201 -449 N - (i IRR - 7A1 b.i - T dR1 WAKNINtj AUANU I-OLLOVV ALL NU tb ON lHl Ul<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. AopIy plates to each face ofruss and position as 1141119611 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i i...pi E Notes page for additional information. Alpine, a division of ITW Build inqL Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23889 I SPEC FROM: Page 2 of 2 Ply. 2 Qty: Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: TE Cust: R6852 JRef: 1XZ068520007 1207 DrwNo: 129.24.1503.17601 JCJ / GWH 05/08/2024 O-Y 2138-1322 U-V 1117 -2634 Wind 0- R 1814 -620 Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2212# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Io /f2c7 No. C 58005 * 05/09/2024 * CIV OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) for to these functions. Installers Perris CA 92571 and safety practices prior performing shall provide temporary bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly (951)300-1758 aftached rigid,cei(ing. Locations shown forpermanent lateral restratnt of webs shall have continuous [ateral restraint (CLR), installed with diagonal bracing 1n5ta11ed on the CLR BCSI sections B3, B7, or B1O, Agply to face truss per as applicable. plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT'iN Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN —COMPANY handling, truss in conformance with ANSI/TPI 1, or for shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely'for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444WDV Cust. R 6852 JRef: 1 X2068520007 T208 AVIARA WEST APARTMENTS DrwNo 129 24.150325175 Truss Label: TF JCJ / GWH 05/08/2024 ' 2 Complete Trusses Required 7' 5 210111 91115 1494 196 20'lp" 2410 2810" 32108 21011 6515 495 4812 I 141 4 I 4'0"8 liii 5X3 \56X8 12 3 X 10 \\ 13 1 5X4 W12 _________________ _H0508 __6X8 Ii Nc HJ T;gwit'AC II13X8 I1I4X4 o5M 4X6 10X16 8X12 I111,5X3 8X16 III8X10 III4X6 4X10 1111,5X3 A 32108 A 2512 334 4315 48_S 47" 1512 4 4 408 I 2512 I I 10015 I 1494 1944 I 20'i& 2410" 2810" I 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph P1: NA Ce: NA VERT(LL): 0.388 I 999 240 Loc R+ I R / Rh / Rw /U I RL W 2480 I- /2500 /950 /627 /1543 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.493 I 800 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.089 B - - N 5347 /-2210 I- /2482 /2180 I- Des Ld: 48.00 EXP: C Kzt: NA 9ORZ(TL): 0.113 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor 2.0 W Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.361 N Brg Wid = 4.0 Mm Req = 2.9 (Truss) Load Duration. 1.25 BCDL 60 psi MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.465 Bearing W is a rigid surface. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.792 Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Vet: 23.01.02.0731.17 .O 200 795 Ei'3 ItYS) .3 Wind Duration. 1.60 WAVE, HIS Lumber Loading B-C 300 -1240 H - J 2339 -% Top chord 2x4 DF-L #2(g)T4 2x6 DF-L #2(g); Truss checked for 300# movable concentrated load C - E 297 -1228 j - K 2334 -6900 Bot chord 2x10 DF-L #2(g) Bi 2x6 DF-L #2(g); along Top Chord, nonconcurrent with design gravity D - E 611 -2043 K - L 1736 -3759 B2 2x6 DF-L SS(g); loads. E - F 890 -3165 L - M 1720 -3736 Webs 2x4 DF-L Standard(g) W9,W12,W17,W18, Truss checked for 250# movable concentrated load W19 2x4 DF-L #2(g); W16 2x6 DF-L SS(g); along Bottom Chord, nonconcurrent with design Lumber shall be dried to a maximum moisture content gravity loads. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation Chords Tens.Comp. Chords Tens. Comp. Nailnote Purlins W-V 1250-1248 S-R 5874 -2178 In lieu of structural panels use purlins to brace all flat V - U 1545 -716 R - Q 5894 -2187 Nail Schedule:0.131"x3", mm. nails TC @24" oc. U - T 1725 -583 0- P 6663 -3414 Top Chord: 1 Row @10.50 O.C. Laterally brace bottom chord above filler with purlins T - 5 3179 -885 P -0 6633 -3466 Bot Chord: 1 Row @12.00" o.c. at 24" OC Webs : 1 Row @ 4" o.c Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-W 319 1267 HQ 294 -778 -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) 1544 -809 A-V 1264 -318 Q-Y TC From 78 plf at 0.50 to 78 p11 at 16.25 V - B 230 -942 X - Q 416 -274 TC: From 76 plf at 16.25 to 76 p11 at 29.62 B - U 1485 -342 X - J 415 -274 BC: From 20 p11 at 0.50 to 20 p11 at 29.62 U - D 363 -1442 Y - Z 1540 -827 PL: 5000 lb Conc. Load at (21.77,20.99) D-T 1905 -570 Z-K 1223 -497 W , 6% C - D 56 -384 AA- K 1976 -1903 Plating Notes T-F 173 -392 K-AB 1769 -3180 Connectors in green lumber (g) designed using FS 19 -407 AB-AC 2098 -3605 NDS/TPI reduction factors. No. C58005 S - G 2262 -785 AC- 0 2115 -3632 All plates are 3X4 except as noted. S-H 1613-3562 O-M 4431 -2039 G-H 1041 -3252 M-N 1117 -2635 1.25 plate duration factor used. * * 05/09/2024 \ CIV OF CAL "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810 as applicable ADply plates to each face oltruss nd position as 1.4111611111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN r- COMPANY truss Wi conformance with ANSI PI I or for handling shipping,, , installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilityand use of is drawing for any s!r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21471 I COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520007 1208 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.25175 Page 2 of 2 Truss Label: TF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2210# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. NoC 58005 * V 05/09/2024 / * VVMNNIPlI., N.tML) /",INU OLLUVV MILL Ni) I to UN I r1lo L)i-(/VVIINL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI and'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intalIed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face oftruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN FW COMPANY Itruss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawino' indicates acceptance of professional enoineering responsibility solely or the design shown. The suitability and use of this drawing for any sFructure is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R34.44W_DV Cust R6852 JRef.1XZ068520007 1209 AVIARA WEST APARTMENTS DrwNo 129 24.1503 17179 Truss Label: TG JCJ / GWH 05/08/2024 i'll" 1 9015 1411 196' 201112 241112 281112 32108 111" 1 537 5101 47" 1'5"2 31012 I wi IL4X4 5X6 4X6 4X10 H0308 6X103X8 6X10 III 3X6 1114X6 I1I4X6 Ti A 32108 1612 6'2" 4118 4'7" 1512 4' 12 9118 1411" 196" 20'1"12 241112 I 2'2"12 395 A 4' 34" 281112 32312 612 I32 110_8 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed, 95 mph Pf: NA Ce: NA VERT(LL): 0.203 E 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu' NA Cs' NA VERT(CL): 0.488 E 807 180 X 1593 I- I- /75 I- /64 BCDL: 10.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.065 B - - N 1587 I- I- /5 /3 I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.158 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 Building Code' Creep Factor: 2.0 X Brg Wild = 5.5 Mm Req = 1.7 (Truss) TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.692 N Brg Wid = 2.8 Mm Req = 1.7 (Truss) BCDL' 60 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.561 Bearing X is a rigid surface. Bearing N Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.23 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.961 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor' Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 118 -608 F-G B-C 190-1527 H-J 378 -21 641 -3' Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 175 -1484 J - K 636 -3737 Bot chord 2x4 DF-L #1&Bet.(g) member design. D - E 231 -1752 K - L 341 -1982 Webs 2x4 DF-L Standard(g) W9, Left end vertical exposed to wind pressure. Deflection E - F 420 -3092 L - M 335 -1901 W19 2x4 DF-L #2(g); meets 11360 Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Bracing W-V 648 -278 S-R 3940 -650 (a) Continuous lateral restraint equally spaced on V - U 1645 -368 R - Q 3953 -652 member. U - T 3125 -523 0-13 3134 -525 T-S 3940 -650 P-O 3134 -525 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors Webs Tens.Comp Webs Tens. Comp. All plates are 1.5X3 except as noted. A - X 137 -1572 T - G 1667 -282 Loading A-W 1433 -101 T-H 320 -1848 Truss checked for 250# movable concentrated load W - B 84 1303 G - H 454 -2694 along Bottom Chord, nonconcurrent with design 85 -601 B-V 1769 -136 H-Q gravity loads V-D 127-1465 0-K 751 -118 - D - U 1513 -158 K -0 C-D 0 -469 O-M 248 -1490 2361 -398 Purlins F - T 160 -821 M - N 267 -1548 In lieu of structural panels use purlins to brace all flat TIC @24" oc. No 58005 Brace interior top chords of all trusses with purlins at 24" 0/c. 111 05/09/2024 CIV 1 OF CAL2' WANNIN( HEAL) AND -ULLOW ALL NO I bS ON I HIS UKAWIN(3! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face Of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of IT'IN BuiIdingCornponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stiucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites' Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com, ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSl Criteria PP Deflection in bc Udefl LI# VERT(LL): 0.099 D 999 240 VERT(CL): 0.231 D 999 180 HORZ(LL): -0.037 E - - HORZ(TL): 0.086 E - - Creep Factor: 2.0 Max TC CSI: 0.821 Max BC CSI: 0.584 Max Web CSI: 0.784 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520007 T213 AVIARA WEST APARTMENTS DrwNo: 129241503.23929 Truss Label: Ui JCJ / GWH 05/08/2024 14108 21112 31012 808 111012 19312 245" 3010'S 31012 4112 3104 454 514 658 12 m5X6 24512 6412 31012 4112 3104 454 514 31012 808 111012 19312 245' 27108 30108 21112 14108 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- 1Rh /Rw /U IRL Q 880 I- I- /506 /18 1184 K 2752 I- I- /1615 /- J - 1-878 I- 133 /442 Wind reactions reactions based on MWFRS Q Brg Wid = 4.0 Min Req = 1.5 (Truss) K Brg Wid = 5.5 Min Req = 2.6 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing J is a rigid surface. Bearings Q & K Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 269 -1255 D - F 476 -2960 B-C 261 -1254 H - I 1893 -388 C-D 483-1993 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp P-0 1922 -214 M-L 1613 -237 0-N 1922 -214 L-K 357 -1584 N-M 1627 -241 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 202 -849 G-L 46 -433 A-P 1458 -317 L-H 1930 -257 P-C 196 -768 H-K 381 -2296 N-F 498 -74 K-I 396 -1788 F - L 415 -1754 l-J 912 -187 VIEW Ver: 23.01.02.0731.17 Deflection Max JT VERT DEFL: LL: 0.10' DL: 0.15". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -878# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. C 58005 * \ 05/09/2024 /* Or ~ C IV 1!;. vip"'i-II'l CjV CAUl I "WARNING READ AND FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing er BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Locations shown for cermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 1truss and position as 1.4961111,11 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE I Notes page for additional information. Alpine a division of ITW Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss it conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional engineering responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 NoC 58005 * 05/09/2024 Cl 11- OF Special Loads -----(Lumber Dur.Fac.1 .60 / Plate Dur.Fac.1 .25) TC: From 76 p11 at -1.50 to 76 p11 at 1488 TC. From 78 p11 at 1488 to 78 p11 at 30.88 BC: From 16 p11 at -1.50 to 16 p11 at 30.88 PLB: 5000 lb Conc. Load at ( 8.2720.74) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Purlins Laterally brace bottom chord above filler with purlins at 24" OC. A-Q 901-1758 W-N 2012 -1878 A-P 3613-2068 N - F 1829 -1553 P-S 2493-3342 F-G 534 -552 R - P 174 -424 F - L 1569 -3576 S-T 2438 -3259 G-L 411 -617 T -C 2062 -2830 L - H 3053 -1309 U-C 1729-1745 H-K 1164 -2956 U-V 900 -628 K - I 1464 -3133 C-V 1297 -1135 I-J 1636 -929 V-W 1893-1767 SEQN 24839 COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1X7068520007 T214 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1840.22140 Page 1 of 2 Truss Label: U2 / GWH 05/09/2024 2 Complete Trusses Required 7912 8'"4 14108 19312 245" 30108 7912 58 674 454 514 658 1111 ,5X3 E 12 -06 12 0,5 86X6 H T2 U1.5X3 2 5 rl P 31 0 3X8"" 14 M L B6 KY 610 6X12 a8Xl0 a5Xl0 a6X12 6X12 H0508 1113X' 3X8 irii.sx 8X8 24512 1 6412 31012 78'S 314 514 358 3' 31012 111012 15' 245" 27108 30108 4312 42'4 12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP. C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 ' C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Bot chord 200 DF-L#2(g)B1, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce NA VERT(LL): 0.327 V 905 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs. NA VERT(CL): 0.416 V 711 180 Q 3568 /-1776 /2500 /1765 /1656 /5560 Snow Duration: NA HORZ(LL): -0.117 E - - Y 7616 /-2283 /- /3353 /2985 /- '-IORZ(TL): 0.148 E - - J 1931 /-3312 /- /1631 /1725 Building Code: Code: Creep Factor 2.0 Wind reactions based on MWFRS CBC 2022 Max TC CSI: 0.710 Q Brg Wid = 4.0 Min Reg = 1.9 (Truss) TPI Std: 2014 Max BC CSI: 0.488 V Brg Wid = 5.5 Min Req = 3.7 (Truss) Rep Fac: Varies by Ld Case Max Web CS). 0.969 J Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearing J is a rigid surface FT/RT8(0)/10(0) Bearings Q & Y Fcperp = 625p51 Plate Type(s). Members not listed have forces less than 3754 WAVE, HS VIEW Ver 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Cor Truss transfers a maximum horizontal load of A - B 1794 -3136 E - G 408 -441 5557 # ( 180.00 plf) along top chord, from either B - C 1818 -3175 G - H 442 -490 direction, to supports where indicated Diaphragm and C - D 2539 -4761 H - I 3264 -1564 connections are to be designed I .,1*. C.,.-,--I43r /DI C\ by Engineer of Record. RRL. Ce,..4 C.,A D - F 2489 -4728 oLPJaua. P UI Lmm) ir LU / I*IIJI *LaI L Li PU Case 1: 5557 18000 TC 1.50 32.37 5557 BC 37.12 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0-P 2779-2776 N-M 3061 -1263 P-0 6051-3975 M-L 3032 -1250 0-N 6288-4182 L-K 1394 -2849 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp 1Mk1'I1PlO r6tPPU Prl'SL) ULLUVV ALL NU I 1=0 UN I I-Ii Ut'(P,VVINt, Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing Der BCSI. Unless noted oTherwise, top chord shall have rpperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of1truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General .i4 L...PI rj E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usr,wcoarusv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24839 COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T214 FROM. Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1840.22140 Page 2 of 2 Truss Label: U2 / GWH 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 36 p11 at -1.50 to 36 p11 at 14.88 TC: From 40 p11 at -1.50 to 40 p11 at 30.88 TC: From 38 p11 at 14.88 to 38 p11 at 30.88 BC: From 16 plf at -1.50 to 16 p11 at 30.88 PLB: -5000 lb Conc. Load at ( 8.2720.74) Special loads -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 36 p11 at -1.50 to 36 p11 at 14.88 TC: From 40 p11 at -1.50 to 40 p11 at 30.88 TC: From 38 plf at 14.88 to 38 plf at 30.88 BC: From 16 p11 at -1.50 to 16 p11 at 30.88 PLB: 625 lb Conc. Load at (4.1920.74) FL --2500 lb Conc. Load at ( 7.82,20.74)[0.0 deg] PL: -625 lb Conc. Load at (12.1521.47) Special loads -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 36 p11 at -1.50 to 36 plf at 14.88 TC: From 40 p11 at -1.50 to 40 p11 at 30.88 TC: From 38 p11 at 14.88 to 38 p11 at 30.88 BC: From 16 plf at -1.50 to 16 plf at 30.88 FL: -625 lb Conc. Load at (4.15,21.47) PL - 2500 lb Conc. Load at ( 8.28,20.74)[0.0 deg] FL: 625 lb Conc. Load at (12.1521.47) No C 58005 * 05/09/2024 * VV#KNII'1U /U /WJU ULLUVV /ALL NU I t. UN I 1-11 L)E(AVVINt inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6r saty practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperly attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint op webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each lace of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. IAlpine, a division of ITVV Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any m failure to build the unwcousuev 1truss in conformance with ANSI/PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae ilisting this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi1 and use of m 155 Harlem Ave drawing for any stiucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TFI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T219 AVIARA WEST APARTMENTS DrwNo: 129.24150317211 Truss Label: U3 JCJ / GWH 05/08/2024 19312 4,5-4 31012 71012 111012 14108 245" 30108 31012 4' 4' 21112 514 658 E 12 m4X8 --010 2WsI ifl P 83X6 m6X10 0 N M L —4X10 m8X12 m6X12 K flJ m3X10 I113X6 H0514 A A 30108 31012 ' ' 21112 514 358 31012 71012 111012 14108 245" 27108 30108 19312 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Fg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.436 E 849 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.836 E 442 180 0 1429 I- I- /954 /16 /2880 BCDL: 8.00 Risk Category: 11 Snow Duration. NA HORZ(LL): -0.139 E - - J 1443 I- /- /1929 /277 1- Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.202 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height. 24.50 ft Building Code: Creep Factor: 2.0 Q Brg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.709 J Brg Wid = 3.5 Mm Req = 2.1 (Truss) Load Duration. 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.874 Bearing J is a rigid surface. Bearing Q Fcperp = 625psi Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.755 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con— Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 411 -2195 E-G 808 -1 Lumber Wind B-C 403-2194 G-H 307 -2. Top chord 2x4 DF-L #2(9) Wind loads based on MWFRS with additional C&C C - D 976 -5250 H - I 723 -3257 Bot chord 2x4 DF-L #1 &Bet.(g) member design. D - F 970 -5268 Webs 2x4 DF-L Standard(g) W2, End verticals not exposed to wind pressure. W15 2x4 DF-L#2(g); Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens Comp of 19% prior to installation. Deflection Bracing Max JI VERT DEFL: LL: 0.43" DL: 0.52". See detail Q-P 2882 -2872 N-M 6261 -925 DEFLCAMB1014 for camber recommendations. P-0 4567 -492 M - L 6211 -916 (a) Continuous lateral restraint equally spaced on Provide for adequate drainage of roof. 0- N 4567 492 L - K 3101 736 member. Plating Notes Additional Notes Maximum Web Forces Per Ply (Ibs) Uplift connections required. See uplifts in R- and U Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using columns of Maximum Reactions table. NDS/TPI reduction factors. A -0 284 -1395 F - L 834 -4584 All plates are 1.5X3 except as noted. A - P 2563 -484 G - L 1857 -302 P-C 382-1995 L-H 479 -612 Loading C - N 1482 -279 H - K 286 -866 Truss transfers a maximum horizontal load of N - F 219 -1189 K-1 3116 757 5557 #1 180.00 olf 1 along too chord, from either ,_, F - G 472 -2500 I - J 318 -1680 direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 1.50 32.37 5557 BC 37.12 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 CIV ot2 *WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have øroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint 'CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 i.....Pi E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resDonsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1 or for handling shipping,, installation and bracing of trusses. A seal on this lrawino or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tar the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.291 E 999 240 VERT(CL): 0.676 E 512 180 HORZ(LL): -0.090 E - - HORZ(TL): 0.208 E - - Creep Factor: 2.0 Max TC CSI: 0.400 Max BC CSI: 0.774 Max Web CSI: 0.964 VIEW Ver: 23.01 .02.0731.17 P-0 3596 -525 M - L 5427 -906 0-N 3596 -525 L-K 1415 -150 N-M 5471 -916 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 292-1301 F - L 822 -4094 A - P 2372 -495 G - L 1444 -260 P-C 379 -1789 H-K 126 -651 C-N 1240 -261 K-1 1539 -158 N-F 188 -915 l-J 163 -1318 F-G 439-2077 Ply: 1 Job Number: R3444W_DV Cost: R6852 JRef:1XZ068520007 T220 AVIARA WEST APARTMENTS DrwNo: 129.241503.17445 Truss Label: U4 JCJ / GWH 05/08/2024 19312 4,54 31012 71012 111012 14109 245' 29108 31012 4' 4' 21112 514 459 T .IL H0510 31012 4' 41:1()"12 ' 21112 514 358 31012 71012 111012 14108 24'S" 27109 454 1' 19312 2910'S Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.68 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 Ps, Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Deflection Top chord 2x4 DF-L #2(g) Max JT VERT DEFL: LL: 0.29' DL: 0.43'. See detail Bot chord 2x4 DF-L #1&Bet.(g) DEFLCAMB1014 for camber recommendations. Webs 2x4 DF-L Standard(g) Provide for adequate drainage of roof. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. No C 58005 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. * \ 05/09/2024 I * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL Q 1335 /- /- /773 /26 /167 J 1349 I- I- /791 I- Wind reactions reactions based on MWFRS o Big Wid = 4.0 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing J is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 421 -2033 D-F 960 -4711 B-C 413-2032 G-H 275 -1790 C-D 966-4694 H - I 194 -1491 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp vvMrcrlurlu-- NtFUFNU IULLUVV ALL i'iUit, L)i4 I r1lb Ui-(/WVII'41i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ro'r saety practices prior to performing these functions. Installers shall provide temporary. (951(300-1759 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing in1aIIed on the CLR per BCSI sections B3, B7, or-B10, as applicable Aoply plates to each face of lruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN MN COWANY truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this rawina or cover paae 155 Harlem Ave I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifç' and use of this drawing for any sFr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp No: C 58005 * 05/09/2024 OF CALAIF6/ * Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-Q 299-1209 F - L 795 -3610 A-P 2186 -502 G-L 1046 -213 P-C 368-1576 L-H 646 -71 C - N 1008 -235 H - K 154 -897 N-F 147 -705 K-I 1192 -136 F-G 391 -1648 I-J 149 -1242 Ply 1 Job Number: R3444W_DV Cust: R 6852 JRef 1 XZ068520007 T221 AVIARA WEST APARTMENTS DrwNo: 129241503.17407 Truss Label: U5 JCJ / GWH 05/08/2024 31012 71012 1 1 1012 31012 4' 4' 14108 19312 245" 26108 21112 454 514 258 S I 1 H0510 2610-8 31012 4' 4' 21112 454 514 2'5"8 31012 71012 111012 14108 19312 245" 2610' Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 1800 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.68 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf NA Ce NA VERT(LL) 0.243 E 999 240 / / Loc R+ R- Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.563 E 572 180 Q 1242 I- I- /718 /26 /145 Snow Duration: NA HORZ(LL): -0.090 E - - J 1254 I- I- /735 I- HORZ(TL)i 0.210 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Q Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.380 J Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI. 0.908 Bearing J is a rigid surface. Bearing 0 Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.904 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 02 0731 17 Deflection A-B 427 -1874 D-F 934 -4' B-C 418-1874 G-H 235 Max JT VERT DEFL: LL: 0.24" DL: 0.36". See detail C - D 940 -4143 H - I 108 -776 DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 3250 -549 M-L 4644 -873 0-N 3250 -550 L-K 781 -93 N-M 4683 -883 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for salety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADply plates to each face of truss and position as 'lIu shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i i....j r\J E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnvcoepuuv truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitabililS' and use of this 155 Harlem Ave drawing for any s6ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL 1148 /- /- /663 /26 /124 I 1160 /- /- /678 /- Wind reactions based on MWFRS Brg Wid = 4.0 Min Req = 1.5 (Truss) I Erg Wid = 3.5 Min Req = 1.5 (Truss) Bearing I is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 434-1715 D-F 907 -3861 B-C 425-1714 G-H 184 -1077 C-D 914-3588 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 2908 -583 L-K 3893 -856 M-L 2907 -583 K-J 3861 -847 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 307-1116 F-G 335 -1230 A-N 1999 -510 F-J 788 -3118 N-C 359-1367 G-J 629 -160 C-L 765 -208 J - H 1144 -142 L-F 105 -512 H - I 172 -1125 Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.185 E 999 240 VERT(CL): 0.430 E 693 180 HORZ(LL): -0.085 E - - HORZ(TL): 0.198 E - - Creep Factor: 2.0 Max TC CSI: 0.461 Max BC CSI: 0.789 Max Web CSI: 0.812 VIEW Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T222 AVIARA WEST APARTMENTS DrwNo. 129 24.1503.25268 Truss Label: U6 JCJ / GWH 05/08/2024 31012 71012 31012 4' 111012 14106 19312 4' 2'11"12 1 454 24108 5612 1111.5X3 12 E 24108 31012 4' 2 454 5612 31012 71012 114 ' 1012 14 11106 12 16312 24108 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: 11 EXP: C Kzt: NA Mean Height: 24.68 ft TCDL: 10.8 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA f: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.18" DL: 0.27'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. NoC 58005 05/09/2024 * PP CAU' I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid cei!ina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usr,wcoepaer truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this d1awhn or cover pa'e 155 Harlem Ave I listing this drawina, indicates acceptance of professional enaineering responsibility solely -for , or the design shown. The suitability and use of is Idrawing for any st'ructure is the responsibility of the Building _Designer per ANSIITPI 1 Sec.2. North Building 4th Floor I For more informationsee these web sites: Alpine: alpineitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R 6852 JRef' 1XZ068520007 T223 AVIARA WEST APARTMENTS DrwNo: 129.24.1503 23242 Truss Label: U7 JCJ / GWH 05/08/2024 31012 71012 111012 14108 10312 22108 31012 4' 4' 21112 454 3612 12 E il.5X3 4 22108 31012 ' I ' 21112 454 3612 31012 71012 111012 14108 19312 22108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed 105 mph Pf: NA Ce: NA VERT(LL): 0.138 D 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.319 D 861 180 0 1055 /- /- /609 /25 /103 BCDL: 8.00 Risk Category: 11 Snow Duration NA HORZ(LL): -0079 E - - I 1065 /- /- /622 EXP: C Kzt: NA Des Ld: 46.00 i-tORZ(TL): 0.182 E - - Wind reactions based on MWFRS Mean Height: 24.68 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 0 Brg Wid = 4.0 Min Reg = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 4 8 psf CBC 2022 Max TIC CSI: 0.308 I Brg Wid = 3.5 Mm Reg = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist 010 h/2 TPI Std: 2014 Max BC CSI: 0.701 Bearing I is a rigid surface. Bearing 0 Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.736 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 443-1555 D-F 886 - B-C 433-1554 G-H 135 -L.. Top chord 2x4 DF-L #2(g) C - D 892 -3034 Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens Comp Chords Tens Comp of 19% prior to installation. N-M 2565 -603 L-K 3107 -814 Bracing M - L 2565 -603 K - J 3081 -808 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Cornp. Webs Tens. Comp Connectors in green lumber (g) designed using A -0 316 -1023 F - G 272 - 778 NDS/TPI reduction factors. A - N 1811 -521 F - J 763 -2657 N-C 351-1159 J - H 970 -154 Loading C-L 595 -182 H - I 178 -1048 Bottom chord checked for 1000 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. ESSI Wind Wind loads based on MWFRS with additional C&C member design End verticals not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. \ 1 11 Deflection 05/09/2024 Max JT VERT DEFL: LL: 0.14' DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. CF Provide for adequate drainage of roof. CAL111' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St handlina latest Trusses require extreme care in fabricating shipping installing and bracing. Refer to and follow the edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 have bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed a properly with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of truss and position as . the Joint Details, Refer to drawings 160Afor Refer to General shown above and on unless noted otherwise. -Z standard plate positions. Notes page for additional information. job's ALPINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover pa oe 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org, SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520007 1224 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.16628 Truss Label: U8 JCJ / GWH 05/08/2024 31012 71012 111012 14108 19312 31012 4' 4' 21112 454 12 Ill1.5X3 E 31012 ' I 31012 71012 20108 ' 21112 111012 14108 A 454 1612 19312 20'10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.098 D 999 240 Loc R+ / R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.227 D 999 180 0 962 I- 1- /554 /23 /82 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.068 E - - I 970 /- I- /565 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.157 E - - Wind reactions based on MWFRS Mean Height: 24.68 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 0 Brg Wid = 40 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.268 I Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.602 Bearing I is a rigid surface. Bearing 0 Fcperp = 625psi Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.866 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 442-1395 C-D 831 -2481 Lumber B-C 432 -1395 D-F 824 -2490 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. N - M 2224 -603 L - K 2323 -719 M-L 2224 -604 K-J 2303 -711 Plating Notes Connectors in green lumber (9) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-O 319 -931 F-J 706 -2186 Bottom chord checked for 10.00 psf non-concurrent A - N 1624 -520 J - H 953 -195 live load. N-C 329 -952 H - I 181 -971 Truss checked for 250# movable concentrated load C - L 421 136 along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design End verticals not exposed to wind pressure. Wind loading based both hip types. on gable and roof Deflection Max JT VERT DEFL: LL: 0.10" DL: 0.14. See detail No. C 58005 DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 111 05/09/2024 CIV / OF CAUfl9' VVMNNINU rs.Cp,L, ANLJ I-ULLUVV ALL NU i tr UN i 11I Ut'(AVViNti! Inland Empire Truss **IMP0RTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef. 1X7068520007 1225 AVIARA WEST APARTMENTS DrwNo 129.24 1503.20085 Truss Label: U9 JCJ / GWH 05/0812024 31012 71012 111012 14108 18108 31012 4' 4' 21112 4' 12 4 liii 5X3 8 H III 1.SAJ 18108 4' 21112 4' 71012 111012 14108 18108 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA DesLd. 46.00 Mean Height: 24.68 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration' 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.059 K 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.137 K ggg 180 M 869 I- I- /500 /19 /61 HORZ(LL): -0.055 E - - H 875 I- I- /508 I- I- HORZ(TL): 0.127 E - - Wind reactions based on MWFRS Creep Factor: 2.0 M Brg Wid = 4.0 Min Reg = 1.5 (Truss) Max TIC CSI. 0.293 H Brg Wid = 3.5 Min Reg = 1.5 (Truss) Max BC CSI 0.540 Bearing H is a rigid surface. Max Web CSI: 0.584 Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Coo VIEW Ver: 23.01.02.0731.17 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s). Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. .Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-B 430-1237 C-D 723 11 B-C 419 -1236 D-F 716 -11_ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1883 -581 J-1 1537 -558 K-J 1883 -581 I - H 1525 -552 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 316 -838 J - F 479 -115 A-L 1437 -506 F-H 605 -1672 L-C 289 -745 VVP.NE1INL.j i-r.p,U /ANU i-OLLUVV ALL NO I l=ZJ ON I Hlb V1<AWINOl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI andSBCA) handling saTety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oiherwise, top chord shall have Droperly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing ins"called on the CLR per BCSI sections B3, B7, or B10 as applicable ADply plates to each face of iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...PI rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usrrwcoepasv truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa ,e listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For, more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornponents.com, ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1X7068520007 T226 AVIARA WEST APARTMENTS DrwNo: 12924.1503.23148 Truss Label: U10 JCJ / GWH 05/08/2024 31012 7'1012 111012 14108 16108 31012 4' 4' 21112 2' H A 31012 4' 31012 71012 16105 4' 21112 111012 14108 2' 16108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.038 K 999 240 Loc R, / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.088 K 999 180 M 777 I- I- /446 /14 /40 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.036 E - - H 780 /- I- /450 I- EXP:C Kzt:NA Des Ld: 46.00 IORZ(TL): 0.083 E - - Wind reactions based on MWFRS Mean Height: 24.68 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 M BrigWid = 4.0 Min Reg = 1.5 (Truss) TCDL' 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.192 H Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.500 Bearing H is a rigid surface. Bearing M Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.508 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 403-1078 C-D 558 -1379 Lumber B-C 392-1077 D-F 549 -1385 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation, L - K 1543 -531 J - I 750 -323 K-J 1543 -531 I - H 744 -319 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-M 305 -746 J - F 725 -221 Bottom chord checked for 10.00 psf non-concurrent A - L 1251 -474 F - H 434 -1014 live load. L - C 228 -581 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. 0%-0 W, 16, '10 Wind loading based on both gable and hip roof types. No C 58005 * 05/09/2024 * 1)::i~( F CAU :01!v 6NINU rct,'MJ fktllL) EULLUVV ALL INO i Cb UN i M16 UNAVVIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffi'r satety practices prior to performing these functions. Installers shall provide temporary, (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing intaIled on the CLR per BCSI sections B3, B7, or BIO, as applicable Aoply plates to each face of1truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITVV Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional engeering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sFructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: P3444W_Dy Cust R : 6852 JRef: 1 XZ068520007 1227 AVIARA WEST APARTMENTS DrwNo 129.24150322409 Truss Label: Ull JCJ / OWN 05108/2024 31012 71012 111012 14108 31012 4' 4- 21112 12 0.5 F~iz4X4 A 1111.5X3 P - =3X8 nil SY') II 14108 31012 31012 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 105 mph BCLL: 0.00 Enclosure. Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 46.00 Mean 1-leight. 22.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 240 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. 4' 4' 21112 71012 111012 14108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.026 H 999 240 Loc R+ I R- I Rh / Rw /U / RL J 684 I- I- /392 I- /18 Lu: NA Cs: NA VERT(CL): 0.053 H 999 180 Snow Duration: NA HORZ(LL): 0.007 A - - F 684 I- I- /392 I- I- HORZ(TL): 0.017 A - - Creep Factor: 2.0 Wind reactions based on MWFRS J Brg Wid = 40 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.190 F Brg Wid = 35 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CS' 0.464 Bearing F is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.433 Bearing J Fcperp = 625ps1. FT/RT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 A-B 345 -920 C-D 311 WAVE B-C 334 -919 D-E 302 - L__ Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. I - H 1204 -427 H-G 1204 -427 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 274 -654 C-G 153 -508 A - I 1065 -406 G-E 986 -355 I - C 139 -429 E-F 256 -504 No.- C 58005 05/09/2024 CIV **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI and SBCA) f5r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of lT\N BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of ti-its HarlemAve drawing for any sti-ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC awc.org Glenview, IL 60025 3X8 3X4 A 1111 .5X3 R III3X6 =o", S 1113X6 12108 Ply 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520007 T228 AVIARA WEST APARTMENTS DrwNo: 129.24.150318616 Truss Label: U12 JCJ / GWH 05/08/2024 31012 71012 12108 31012 4' 41112 12 0.5 31012 4' 41112 31012 71012 12108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.018 F 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.039 F 999 180 H 592 I- I- /340 1- /16 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 A - - E 592 I- I- /340 1- I- EXP: C Kzt: NA Des Ld: 46.00 '-tORZ(TL): 0.012 A - - Wind reactions based on MWFRS Mean Height: 22.54 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 H Brg Wid = 4.0 Mm Reg = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.273 E Big Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0.555 Bearing Eisa rigid surface. Bearing H Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.436 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 315 -756 B-C 304 -757 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content G - F 894 -353 F - E 894 -353 of 19% prior to installation. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. A - H 265 -562 C - E 381 -4 A-G 873 -371 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. No C 58005 * 05/09/2024 OF CALI'FbtP~ tNIr1U rJkL),RNU NJLLUVV ALL NU UN I MRS L)i-<AVVINUl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-17W bracing er BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for nermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with 'diagonal bracing inIalIed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional nformation. [Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae [listing this drawing indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabili' and use of ti- 155 Harlem Ave [drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.002 A 999 180 HORZ(LL): -0.008 D - - HORZ(TL): 0.009 D - - Creep Factor: 2.0 MaxTC CSI: 0.133 Max BC CSI: 0.129 Max Web CSI: 0.264 VIEW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef:1XZ068520007 1229 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.21070 Truss Label: U13 JCJ I GWH 05/08/2024 31012 71012 1128 31012 4' 3312 H- 308 )- 14" H 12 (TiP) 0.5 3X4 A n 3X8 I I I 1128 31012 4' 3312 31012 71012 1128 T 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt NA Des Ld: 46.00 Mean Height. 22.57 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: hI2 to h Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted Loading Truss transfers a maximum horizontal load of 2017 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2017 180.00 TC 1.50 12.71 1747 179.97 BC 1.50 11.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A Maximum Reactions (Ibs), or *pLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL Q* 119 I- /- /60 /1 /24 Q /-331 M /-107 /-435 Wind reactions based on MWFRS Q Brg Wid = 134 Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Con-- A-D 638 -628 F-H 569 D-F 818 -816 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. Q-N 726 -726 K-I 429 -412 N - K 608 -590 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 341 -384 N-F 779 -803 A-N 741 -749 F - I 827 -847 No: C 58005 05/09/2024 Civt -OF CAU WtNINLd i-(#,U P,NU FULWVV ALL NU I tZ> UN I FIi U1(P,VVINLd! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ano'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the us,,coanasv I truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawino or cover paoe listing this drawino indicates acceptance of professional enaeeing responsibility solely-for the design shown. The suitabiIifl and use of ti- 155 Harlem Ave drawing for any sti" in ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN. 21975 / GAOL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T229 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.241503.21070 Page 2 of 2 Truss Label: U13 JCJ / GWH 05/08/2024 Additional Notes See DWGS All 530ENC160118, GBLLETIN01 18, & GABRST160 118 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up. C 58005 05/09/2024 * -vvMrcrlIr1u- rMLJ /5tNL) rULLUVV ALL NU I UN I r1lb UI-(P,VVINij! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require e5dreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections 83, B7, or B10, as applicable. Aoply plates to each face of'truss and position as I ZLI -1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE i INotes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssirwroerusv truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawina indicates acceptance of profession I enggleering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 I Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: U14 Curt: R6852 JRef:1XZ068520007 T230 DrwNo: 129.24.150320773 JCJ I GWH 05/08/2024 19312 4,5"4 31012 012 111012 71 4' 14108 245" 30'106 31012 4' 21112 514 658 14" H- 308 -H K 12 4X6 L 4X6 - , r ~1 _ N, Z7 ~ AT III3X6 AQ 3X8 AN AL e3X8 AJ AH AF ACAB Z III3X6 6X6 4X12 4X4 H0306(**) 30108 31012 4' ' 75" 514 668 31012 71012 111012 19312 245" 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs), or 5 PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf' NA Ce: NA VERT(LL): 0.007 0 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.010 T 999 180 AT* 128 I- I- /91 /5 /146 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 K - - AH*132 I- I- /162 /57 I- Des Ld: 46.00 EXP:C KztNA _________________ HORZ(TL): 0.022 K - - AT /-108 NCBCLL: 10.00 Mean Height: 24.50 ft TCDL: 10.8 psI Building Code: Creep Factor: 2.0 AN /-284 Soffit: 2.00 BCDL' 4.8 psf CBC 2022 Max CSI: 0.187 AL /-321 AJ /-230 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.244 AC I-ill Spacing: 24.0' C&C Dist a' 650 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.647 BW /408 Loc. from endwall: Any FT/RT:8(0)I10(0) Y /-583 GCpi: 0.18 Plate Type(s): I Wind reactions based on MWFRS Wind Duration 1.60 WAVE, HS VIEW Ver: 2301 02.0731.17 AT Brg Wid = 197 Min Reg = - Lumber Additional Notes AH Brg Wid = 173 Min Reg = - Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Bearings AT & AH are a rigid surface. Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Members not listed have forces less than 375# Webs 2x4 DF-L Standard(g) See DWGS All 530ENC1601 18, GBLLET1N0118, & Maximum Top Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content GABRST160118 for gable wind bracing and other Chords Tens Comp. Chords Tens. Comp. of 19% prior to installation, requirements. F - I 616 -610 0- S 854 -891 Plating Notes l - L 621 -616 S-W 793 -824 K-O 826 -851 W-X 1123 -1165 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning AT-AQ 727 -726 AJ-AH 1756 1746 requirements. AQ-AN 692 -681 AH-AF 661 -651 AN-AL 1413 -1402 AF-AB 654 -630 Wind AL-AJ 1486 -1474 AB-Z 835 -834 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply (Ibs) End verticals not exposed to wind pressure. Webs Tens.Cornp. Webs Tens. Comp. Wind loading based on both gable and hip roof types. AC-F 581 -660 AF-S 1065 -1074 AN- F 303 -425 S -AB 722 -855 Gable Studs Gable studs (dashed members) may be installed at 16" - ALL 707 -726 AB-CA 1126 1107 1142-1150 CA-X 1123 -1101 oc with Wave plates In lieu of plates use (3)16 ga. 826 -944 X-Y 594 -665 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face [( No. 58005 ( for a total of (6) staples per connection. 05/09/2024 1 Civil— OPCAUf VVMNNINJ.d IWJAU /NU IULLUVV ALL NU i tZ5 UN i t1i Ui</WViNtth! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawino ' indicates acceptance of professional enaineehng responsibility soIeIyfor the design shown. The suitability and use of tlus 155 Harlem Ave drawing for any srructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinstorg; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN. 21979 / GABL Ply: 1 Job Number: R3444WDV Cust R6852 JRef:1XZ068520007 T230 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.20773 Page 2 of 2 Truss Label: U14 JCJ / GWH 05/08/2024 Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 1.50 32.37 5287 179.98 BC 1.50 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psI non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. C 58005 05/09/2024 * VVRININt. t'(CP,U \NU i-OLWVV ALL NO I tZJ ON I Nib u1<AvvINO' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)30e-1755 bracing per BCSl. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceiing. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT\N Build in, Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawino, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sliucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orgGlenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520007 1238 AVIARA WEST APARTMENTS DrwNo: 12924.1503.16976 Truss Label: U15 JCJ / GWH 05/05/2024 2 Complete Trusses Required 31012 7912 1 1'1012 19312 245 297" 31012 311" 41' 454 514 52" lii 5X3 E 12 xe I 6X6 12 0,5 C :1;?T2 F;K D W2 W5 1113X10 6X12 - 3X8 H0508 4X12 L 136 6X12 6X12 6X8 Ii3Xi0 113 503 8X8 24512 A 514 31012 311" 41' 4312 514 358 31012 7912 111012 19312 1 2 1 27108 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL. 8.00 Risk Category' II EXP: C Kzt: NA Des Ld: 46,00 Mean Height: 24,68 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4,8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0" C&C Dist a. 6.50 ft Loc. from endwall' Any GCpi: 0.18 Wind Duration: 1,60 I , 188, 15' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT' NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf. NA Ce NA VERT(LL)' 0.313 V 947 240 Loc R+ / R- / Rh I Rw / U / RL 0 3597 /-1819 /2500 /1790 /1683 /1603 Lu' NA Cs: NA VERT(CL): 0.398 V 744 180 Snow Duration: NA HORZ(LL): -0.110 E - - Y 8563 /-2744 I- /3824 /3425 I- HORZ(TL): 0.139 E - - Creep Factor: 2.0 J 2314 14409 I- /2084 /2226 Wind reactions based on MWFRS Building Code: Code: CBC 2022 Max TC CSI: 0.660 0 Brg Wid = 4.0 Min Req = 1.9 (Truss) TPI Std: 2014 Max BC CSI: 0.477 Y Brg Wid = 5.5 Min Reg = 4.2 (Truss) Rep Fac: Varies by Ld Case Max Web CS): 0.997 J Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearing J is a rigid surface FT/RT:8(0)/10(0) Bearings 0 & Y Fcperp = 625p51. Plate Type(s). Members not listed have forces less than 375# VIEW Ver: 23.01.02.0731.17 WAVE, HS Maximum Top Chord Forces Per Ply (Ibs) Lumber Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0, 131 "x3", mm, nails Top Chord: 1 Row @12.00" o,c, Bot Chord: 1 Row @12.00" cc, Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1 60 / Plate Dur.Fac.1.25) TC: From 76 plf at -1.50 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at -1.50 to 16 plf at 30.88 PL: 5000 lb Conc. Load at ( 8.23,21.47) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used, ***** Purlins Laterally brace bottom chord above filler with purlins at 24" DC. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Chords I ens.Uomp. Chords lens, Con A-13 1831 -3161 D-F 2337 -4528 B-C 1868-3212 G-H 470 -474 C - D 2368 -4543 H -1 3325 -1548 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp 0-P 1251 -1246 N-M 2844 -1151 P-0 6076-4030 M-L 2817 -1139 0-N 6108 -4036 L-K 1386 -2916 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 921 -1771 W-N 1989 -1871 A-P 3642-2111 N - F 1849 -1547 P - S 2535 -3364 F - G 547 -554 R-P 170 -417 F - L 1479 -3402 S - T 2455 -3254 G - L 322 -690 T-C 2102-2820 L-H 3071 -1301 1 1837 -1886 H-K 1157 -2936 -V 1573-1393 K-1 1534 -3336 V-W 1908 -1796 l-J 2167 -1120 NoC 58005 05/09/2024 * 9-e CAL3 AD AND bOLLOVV ALL NO I Lb ON I Hlb UKAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shinping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attach rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise, Refer tb drawings 160A-Z for standard plate positions. Refer to job's General 'i I.....Fi NJ E Notes page for additional information. Alpine, a division of 11W BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usr1wcoeusv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabilityand use of this North Building, 4th Floor drawing for any sfiucture is the responsibility of the Buildlng'Deslgner per ANSI/TPI 1 Sec.2, For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 22000 I COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T238 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129241503.16976 Page 2 of 2 Truss Label: U15 JCJ I GWH 05/08/2024 Additional Notes Negative reaction(s) of 4400# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# C 58005 * 05/09/2024 * F CAUI~F4~ WANNINi REAL) AND FOLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT*,. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information, by TPI and SBCA) Vor safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSi. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have continuous [ateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections B3, 87, or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.ALRINE Alpine a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a. 6.50 ft Loc. from endwall Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL. LL: 0.37" DL: 0.53". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Ply 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520007 T399 AVIARA WEST APARTMENTS DrwNo: 129.24150319651 Truss Label: UA JCJ / GWH 05/08/2024 253 281013 191 2113 H 141 8 2008 1510 386 31012 808 1108 I34'1 164 23512 31012 4112 3 246 151 354 53X4 12 05 ! AEN2AD AI AB I3I Z Y 1113X6 6X10 4X10 8X12 6X10 04 H0510 4X6 30108 31012 4112 3104 588 62 ll 3 31012 808 111012 207 269 271b8 30108 21112 14108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.433 G 855 240 Loc R+ I R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 1.002 G 369 180 AE 1429 I- I- /828 I- /141 Snow Duration: NA HORZ(LL). -0.094 P - - X 1443 /- I- /837 I- I- HORZ(TL): 0.219 P - - Wind reactions based on MWFRS Building Code: Creep Factor 20 AE Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.883 X Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.818 Bearing Xis a rigid surface. Rep Fac Varies by Ld Case Max Web CSI: 0.848 Bearing AE Fcperp = 625p5i. FT/RT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 02 0731 17 A-B 358-2190 K-L 1425 - Wind B - C 350 -2190 L - N 1338 - Wind loads based on MWFRS with additional C&C C - E 771 -5135 M - P 157 -1459 member design. E - F 773 -5160 N-0 95 -983 End verticals not exposed to wind pressure. F - H 770 -5151 0- R 107 -1016 Wind loading based on both gable and hip roof types. G - I 1246 223 P - Q 120 1467 G-J 211 -1340 Q-S 102 -1493 Purlins I - K 1314 -245 S - U 130 -1723 In lieu of structural panels use purlins to brace J - M 209 -1462 U - V 145 -1794 all flat TC @ 24" oc. Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) with purlins at 24" 0/c. Chords Tens.Comp. Chords Tens. Comp. AD-AC 3962 -443 AA- Z 5582 -649 AC-AB 3962 -443 Z-Y 1980 -181 AB-AA 5647 -657 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-AE 254-1395 H-Z 500 -3503 A-AD 2557 -421 N-Z 1155 -100 AD- C 318 -2027 Z - R 469 -73 -AB 1408 -171 R-Y 113 -628 AB-H 75 -713 Y-V 1797 -134 H-N 362-2340 V-X 124 -1390 NoC 58005 * 05/09/2024 0i ip * "WAKNIN5 NAL)ANL)bOLLOW ALL NOtSUN l Nib UKAWlN(jl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (551)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"'alled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of"truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the ewcose truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mea3 Height: 24.55 ft NCBCLL: 10.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to hI2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) 12 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W19, W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.53". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T400 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.24632 Truss Label: UB . JCJ I GWH 05/08/2024 141 '8 2131 13" 4812 31012 808 1108 1371 166" 24105 30108 31012 4112 3 269 171 374 603 3X41 H0514 30108 31012 4112 3104 588 62' li" 3' 31012 808 111012 207" 269" 27/08 30'10'8 21112 14108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.417 G 887 240 / / Loc R+ R- Rh /Rw /U IRL Lu: NA Cs: NA VERT(CL): 0.952 G 388 180 AE 1429 I- I- /826 I- /141 Snow Duration: NA HORZ(LL): -0.092 R - - X 1443 I- I- /839 I- I- HORZ(TL): 0.215 R - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AE Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.776 X Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.817 Bearing Xis a rigid surface. Bearing AE Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI: 0.738 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 355-2190 K-L 1303 -229 Wind B-C 347-2191 L-N 1198 -197 Wind loads based on MWFRS with additional C&C C - E 763 -5147 M-0 131 -1269 member design. E - F 765 -5168 N - P 131 -1083 End verticals not exposed to wind pressure. F - H 762 -5161 0 - Q 34 -1094 Wind loading based on both gable and hip roof types. G-1 1122 199 P - T 141 -1123 G-J 194-1226 0-S 24 -1055 Purlins I - K 1203 -224 S-U 48 -1148 In lieu of structural panels use purlins to brace J - M 186 -1341 U - V 65 -1368 all flat TC @ 24" oc. Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) with purlins at 24" 0/c. Chords Tens.Comp. Chords Tens. Comp. AD-AC 3960 -436 M- Z 5663 -652 AC-AB 3959 -436 Z-Y 1779 -125 AB-AA 5729 -681 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 252 -1395 H - Z 505 -3553 A-AD 2558 -418 L-M 131 -430 AD-C 313-2024 N-Z 1111 -85 A -AE -AB 1423 -170 Z-T 616 -59 AB- AB-H 102 -791 T-Y 103 -623 H-I 92 -380 Y-V 1815 -118 No. C 58005 H-N 360 -2373 V-X 127 -1396 * 05/09/2024 C1 I or I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary Pems CA 92571 1951>300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins"alled on the CLR BCSI sections B3, B7, or B1O as applicable Apply to each face ofruss nd per plates position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE lAlpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss usrrwcoumusv in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawli) or cover pae Ilisting this drawina' indicates acceptance of professional enaineering responsibility solely-for , or the design shown. The suitabili and use of is 155 Harlem Ave North Building 4th Floor Idrawing for is the the Building-Designer ANSIITPI 1 Sec.2. any srructure responsibility of per IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520007 T401 AVIARA WEST APARTMENTS DrwNo: 129.241503.24735 Truss Label: UC JCJ I GWH 05/08/2024 141 "a 2131 13" 4812 31012 808 1108 1371 166" 31012 4112 3' 269 171 v3X4 D 12 24105 301 08 3'7"4 603 30108 A 31012 4112 3104 588 62' l'l"f 3 31012 808 111012 207' 269" 27'lb"8 30108 21112 14108 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46 00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 It Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) 12 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W19, W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.36 DL 0.53 See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.417 G 887 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.952 G 388 180 AE 1429 I- I- /826 I- /141 Snow Duration: NA HORZ(LL): -0.092 R - - X 1443 I- I- /839 I- I- HORZ(TL): 0.215 R - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AE org yam = 4.0 Min rceq = 1.5 (Truss) CBC 2022 Max IC CSI: 0.776 X Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.817 Bearing Xis a rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.738 Bearing AE Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Coo WAVE, HS VIEW Ver: 23.01.02.0731.17 Wind A-B 355-2190 K-L B - C 347-2191 L-N 1303 - 1198 Wind loads based on MWFRS with additional C&C C - E 763 -5147 M-0 131 -1269 member design. E - F 765 -5168 N - P 131 -1083 End verticals not exposed to wind pressure. F - H 762 -5161 0- Q 34 -1994 Wind loading based on both gable and hip roof types. G - I 1122 199 P -1 141 -1123 G-J 194-1226 Q-S 24 -1055 Purlins I - K 1203 -224 S-U 48 -1148 In lieu of structural panels use purlins to brace J - M 186 -1341 U - V 65 -1368 all flat TC @ 24" oc. Brace interior top chords of all trusses Maximum Bot Chord Forces Per Ply (Ibs) with purlins at 24" 0/c. Chords Tens.Comp. Chords Tens Comp AD-AC 3980 -436 AA- Z 5663 -652 AC-AB 3959 -436 Z - Y 1779 -125 AB-AA 5729 -681 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 252 -1395 H-Z 505 -3553 A-AD 2558 -418 L-M 131 -430 AD-C 313-2024 N-Z 1111 -85 C-AB 1423 -170 Z-T 616 -59 AB-H 102 -791 T-Y 103 -623 H - I 92 -380 Y-V 1815 -118 H-N 360-2373 V-X 127 -1398 No: C 58005 * 05/09/2024 civ * WAKNIN AU AND i-OLLOW ALL NO I b.S ON I HIS 01(AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing in%alIed on the CLR per BCSI sections B3 B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ,i i...pi rJ E Notes page for additional information. Alpine, a division of 11W BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the asrrwcaenaen truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of is North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com, ICC: iccsafe.prgiWC: awc org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust R 6852 JRef: 1 XZ068520007 T402 AVIARA WEST APARTMENTS DrwNo: 129.24.150321649 Truss Label: UD JCJ / GWH 05/08/2024 31012 8'0"9 12 110" 8 14108 2159 281012 281013 31012 41 310" 671 553 201 I I T D H0514 1114x6 II14X4 31012 31012 30108 4112 3104 588 808 111012 207" 21112 14108 A 6312 1112 3' 261012 27'0"8 30108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.357 H 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.828 H 447 180 W 1428 I- I- /831 /7 /137 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.077 A - - 0 1440 I- I- /834 I- I- EXP C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.178 A - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Mm Reg = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.578 0 Brg Wid = 3.5 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.837 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.707 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02,0731.17 A-13 381 -2192 l-J 292 -2789 Lumber Wind B-C 373-2192 J-K 186 -1441 Top chord 2x4 DF-L#2(g) Wind loads based on MWFRS with additional C&C C - E 859 -5191 J - L 127 -1488 T2 2x4 DF-L #1 &Bet.(g); member design. E - F 859 -5202 K - M 188 -1475 Bot chord 2x4 DF-L #1 &Bet.(g) End verticals not exposed to wind pressure. F - G 857 -5201 M - N 71 -550 Webs 2x4 LJr-L Standard(g) vv, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent 'live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" o/c. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. V-U 3948 -495 S-R 5999 -825 U-T 3948 -495 R-Q 1579 -181 T-S 6062 -834 Q-P 584 -61 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - W 267 -1395 R - L 1279 -103 A-V 2560 -448 K-L 140 -451 V-C 345-2099 L-Q 214 -1293 C-T 1484 -217 Q-M 1606 -188 T-G 173-1109 M-P 128 -1167 G-1 466 -2919 P-N 1293 -134 G - R 573-3358 N-0 158 -1424 l - R 867 -94 Deflection No: C 58005 Max JT VERT DEFL: LL: 0.36" DL: 0.52". See detail DEFLCAMB1014 for camber recommendations. * 05/09/2024 * Provide for adequate drainage of roof. --vv#rcrip,-- KLAIJ ikiNL) FULLUVV ALL NI.) i 1=0 ur i I'llb urop,vviiNi.,' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlinci shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fi'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with idiagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B10 as applicable ADply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE (Notes page for additional irformation. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A sea) on this drawing or cover page Ilisting this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 261012 251013 5'53 201 31012 805 1108 14'105 215'9 31012 4112 3' 310" 571 D 12 H0514 i1I4X6 1114X4 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520007 T403 AVIARA WEST APARTMENTS DrwNo 129 24.1503 21789 Truss Label: UE JCJ / GWH 05/08/2024 30108 31012 4112 3104 588 31012 808 111012 207" 21112 14108 6312 1 1112 3' 261012 270"8 30'108 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.357 H 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.828 H 447 180 W 1428 /- /- /831 /7 /137 Snow Duration: NA HORZ(LL): 0.077 A - - 0 1440 /- /- /834 I- I- HORZ(TL): 0.178 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 20 W Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI. 0.578 0 Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.837 Bearing 0 is rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.707 Bearing W Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 .02.0731.17 A - R 381 -2102 i-.i 202 -21 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: It EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL: 108 psf Soffit. 2.00 BCDL: 4.8 psI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2, W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. B-C 373-2192 J - K 186 -14.. C-E 859 -5191 J - L 127 -1488 E - F 859 -5202 K - M 188 -1475 F-G 857 -5201 M-N 71 -550 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 3948 -495 S-R 5999 -825 U-T 3948 -495 R-Q 1579 -181 T-S 6062 -834 Q-P 584 -61 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - W 267 -1395 R - L 1279 -103 A-V 2560 -448 K-L 140 -451 V-C 345 -2069 L-Q 214 -1293 C-T 1484 -217 Q - M 1606 -188 T-G 173-1109 M-P 128 -1167 G - l 466 -2919 P-N 1293 -134 G-R 573-3358 N-0 158 -1424 l - R 867 -94 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Deflection Max JT VERT DEFL: LL: 0.36 DL: 0.52". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. C 58005 * 05/09/2024 CIVIIII * W/ININW I(LP,UP,NU J-OLLOVV ALL NU I tZi ON I HIZJ Ui(AVViNt Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an a fabricating, f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing insalled on the CLR per BCSI sections B3, B7, or B10, as applicable ApIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i__pi ri E Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of s 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520007 T404 AVIARA WEST APARTMENTS DiwNo: 129 24.1503.16867 Truss Label: UF JCJ / GWH 05/08/2024 1104 143" 3 30108 2712 194 . 31111 31012 848 126" 1959 241" 26101 31012 4512 16" 5112 477 2913 z' 4X4 e010 111 1.5X4 D 12 ~.14X JL T4 12 5 xx4z4r xhl4x6 P4o/l422hl4 LD , :0 =1 t AB III3X6 6X10 4X4 4X10 5X8 3X8 4X4 4X6 1113X6 H0514 1114X4 30'108 31012 4112 3'104 308 62" 348 3' 31012 808 111012 1711" 241" 2758 30108 21112 5" 14108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.321 0 999 240 Loc R+ / R- I Rh / Rw /U I RL AC 1428 I- I- /831 I- /138 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.745 0 497 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.071 S - - U 1439 I- I- /835 I- I- Des Ld' 46.00 EXP C Kzt: NA HORZ(TL): 0.164 S - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 AC Brig Wid = 4.0 Mm Req = 1.5 (Truss) Soffit' 2.00 TCDL: 10.8 psf CBC 2022 Max IC CSI: 0.806 U Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL' 48 psf TPI Std: 2014 Max BC CSI: 0.558 Bearing U is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing AC Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.739 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02 0731 17 AR 34c-217R I - K RII() -223 Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) T2, T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(ç) W2,W20, W22 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Deflection Max JT VERT DEFL: LL: C'.20" DL: 0.28". See detail DEFLCAMB 1014 for camber recommendations. Provide for adequate drainage of roof. Wuna Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. No C 58005 * 05/09/2024 CIVIL CIPC * B-C 337 -2179 J-0 303 -2015 C - E 466 -3268 K - L 1055 -242 E - G 344 -2468 N - P 0 -663 F-I 66 -800 0-0 219 -1768 G-H 250-1554 P-R 50 -999 H-M 249-1551 Q-S 233 -1843 l-J 307-1854 S-T 141 -1121 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB-AA 4015 -427 Y-X 2456 -213 AA-Z 4015 -427 X-W 2016 -216 Z-Y 2464 -215 W-V 1072 -102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 247 -1396 M - N 182 -960 A-AB 2541 -405 X-R 696 0 AB-C 309-2102 0-P 189 -918 C-Z 148 -799 Q-R 140 -484 E-F 246-1599 R-W 179 -1053 F-G 783 -78 W-S 1316 -140 G-L 111 -1055 S-V 107 -855 Z-M 1002 -104 V-T 1386 -129 J-K 540 -68 T-U 163 -1420 L-M 1198 -135 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) tor safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noteI oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Loca:ions shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per _permanent sections B3, B7, or B10 as applicable. Apply plates to each face of truss and position as 14111116111111, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 I......F r\i E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Wi conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see t'iese web sites: Alpine: alpineitw.com: TPI: tpinst.ora: SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust. R 6852 JRef: 1XZ068520007 T405 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.17023 Truss Label: UG JCJ I GWH 05/08/2024 1104 143 3 2712 194 31012 848 12W 31012 4512 16" 30108 31111 1959 241' 26101 5112 477 2913 4X4 4X10 ILI1.5X4 T4 N06 X4X8 =4X8 P A ------ E H ; ,Pl , VWV2 I Ac B M 4x4;y x 12 'u III3X6 6Xl0 4X4 4xj0 5X8 3X8 4X4 4X6 III 3X6 H0514 I1I04 - 30108 A 4112 3104 308 62" 348 3' 808 111012 1711" 241' 27'58 30108 21112 5" 14108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.321 0 999 240 Loc R+ / R- / Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.745 0 497 180 AC 1428 I- I- /831 I- /138 Snow Duration: NA HORZ(LL): -0.071 S - - U 1439 I- I- /835- HORZ(TL). 0.164 S - - Wind reactions based on MWFRS 31012 31012 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld 46.00 Mean Height' 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL 48 psf Load Duration' 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 it Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T4 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W20, W22 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Deflection Max JT VERT DEFL: LL: 0.20" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI 0.806 TPI Std: 2014 Max BC CSI: 0.558 Rep Fac: Varies by Ld Case Max Web CSI: 0.739 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731 WAVE, HS Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc Brace interior top chords of all trusses with purlins at 24" 0/c. No: C 58005 * 05/09/2024 CIV F CA * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp AB-AA 4015 -427 Y-X 2456 -213 AA-Z 4015 -427 X-W 2016 -216 Z-Y 2464 -215 W-V 1072 -102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 247 -1396 M - N 182 -960 A-AB 2541 -405 X-R 696 0 AB-C 309 -2102 0-P 189 -918 C-Z 148 -799 Q-R 140 -484 E-F 246-1599 R-W 179 -1053 F-G 783 -78 W-S 1316 -140 G-L 111 -1055 S-V 107 -855 Z-M 1002 -104 V-T 1386 -129 J - K 540 -68 T-U 163 -1420 L-M 1198 -135 iw. 019 VI/lO = '..0 ivnn rceq = 1.5 (Truss) U Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearing U is a rigid surface. Bearing AC Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con .17 A-B 345-2176 I - K 860 - B-C 337 -2179 J-0 303 -2L.. C-E 466-3268 K-L 1055 -242 E-G 344-2468 N-P 0 -863 F-I 66 -800 0-0 219 -1768 G-H 250-1554 P-R 50 -999 H-M 249-1551 0-5 233 -1843 1-1 307-1854 S-T 141 -1121 WARNIN(i' KbAL) AND FOLLOW ALL NO I hS ON I HIS DF(AWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary. 15511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,i L.ii r.i E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the rucenpum truss it conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.copjCC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.716 TPI Std: 2014 Max BC CSI: 0.576 Rep Fac: Varies by Ld Case Max Web CSI: 0.734 FTIRT:8(0)I10(0) Plate Type(s): WAVE KS VIEW Ver: 23.01 .02.0731 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: UH Cust. R 6852 JRef: 1XZ068520007 T406 DrwNo: 12924.150316402 JCJ I GWH 05/08/2024 1104 2133 2611121 30" 2712 259 21012 111 1 31012 848 14108 1899 241" 281013 31012 4512 3104 3111 2913 4X10 D 12 ru4X6 4 4X6( ) 3X4 12 0.5 T2 X8 S /R//4X4 r~~ _C E G H W2 T W2 W AD AC 'A AA =04 Z V U 1I13X6 m6X10 4X4 4X10 m5X8 mH05l4 =3X10 4X4 m5X6 III3X6 II14X4 31012 4112 3104 308 4113 398 3' 31012 808 111012 1711 241" 27108 30108 21112 L7,i3 14108 191 13 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCD_: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1 &Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(gi)W2,W17,W20,W21, W23 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection Max JT VERT DEFL: LL: 0.18" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.219 M 999 240 Loc R+ I R- / Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.507 M 730 180 AC 1427 I- I- /584 /152 /118 Snow Duration: NA HORZ(LL): 0.048 A - - U 1435 1- I- /509 /95 1- -IORZ(TL): 0.111 A - - Wind reactions based on MWFRS Ml.., 0F velU - 't.0 151111 - l.J l IUCS) U Brg Wid = 35 Mm Req = 1.5 (Truss) Bearing U is a rigid surface, Bearing AC Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .17 A-B 591 -2178 L-M 167 -1080 B-C 583-2180 L-0 512 -2222 C-E 900-3457 M-N 148 -1014 E-G 731 -2792 N-Q 145 -993 F - I 159 -862 0-P 508 -2205 G-H 409-1498 P-R 510 -2222 H-J 409-1496 R-S 510 -2223 I - K 443-2218 S-T 130 -559 K-L 631 -3027 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 4003 -903 V - X 2884 -613 AA-Z 4003 -903 X-W 2315 -515 Z-Y 2890 -615 W-V 597 -128 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 391 -1396 X-AD 816 -102 A-AB 2543 -694 AD-Q 863 -116 AB-C 552 -2087 Q-W 250 -1025 C-Z 164 -585 P-Q 154 -468 E - F 356 -1349 W -AE 1964 -439 F-G 1088 -271 AE-S 2028 -458 G - I 376-1512 S-V 258 -1154 Z-J 768 -170 V-T 1329 -283 I-J 1193 -275 T-U 308 -1443 J - K 315-1200 No C 58005 * 05/09/2024 QeCAU 4!,~ * **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Local shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of IT'iN BLildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the i —COW—truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawingor cover pa Ilisting this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabili and use of is 155 Harlem Ave Idrawing for any sFr'ucture is the responsibility of the BuildingiJesigner per ANSI/WI 1 Sec.2. North Building 4th Floor I For more information seethese web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520007 T407 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.19197 Truss Label: UJ JCJ I GWH 05/08/2024 12 05 C 1104 169" 2133 261013 2712 1111 343 2913 848 14108 1711 241" 30108 4512 3104 Ii' 2913 31111 4X10 D 12 h4X6 4 IF 3 43X4 Y m4X4X W V m4X4 4Xl0 5X8 3X10 4X8 A I[! 31012 31012 m6Xl0 N E~ 416 M W19 I EB3 ~// 4X4 4X6 III 3X6 IIi4X4 A 30108 A 31012 4112 3104 1 8 62" I 31012 808 111012 1711 30 241' 2758 30108 21112 14108 10"8 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.181 D 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu' NA Cs: NA VERT(CL): 0.405 D 915 180 AA 1428 I- I- /574 /148 /98 BCDL: 8.00 Risk Category. II Snow Duration: NA HORZ(LL): 0.044 A - - S 1439 I- I- /439 /83 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.102 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height' 24.55 ft Building Code: Creep Factor: 2.0 AA Brg Wid = 4.0 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TIC CSI 0.717 S Brg Wid = 3.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI: 0.547 Bearing S is a rigid surface. Bearing AA Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 6.50 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.735 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 594-2179 K-L 54 -I B-C 586-2181 K-N 450 -1L.. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 913 -3454 L - M 193 -1088 T2 2x4 DF-L #1&Bet.(g); member design. E - G 738 -2798 M - P 212 -1144 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - I 163 -872 N-0 450 -1639 Webs 2x4 DF-L Standard(g) W2,W19, W21 2x4 DF-L #2(g) Wind loading based on both gable and hip roof types. G - H 396 -1423 0- Q 449 1841 H - J 395-1422 Q-R 261 -1117 Lumber shall be dried to a maximum moisture content Purlins I - K 444 -2179 of 19% prior to installation. In lieu of structural panels use purlins to brace Plating Notes all flat TIC@ 24" oc. Maximum IChord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Brace interior top chords of all trusses Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors. with purlins at 24" 0/c Z-Y 4005 -916 W-V 2858 -616 All plates are 1.5X3 except as noted. V - X 4005 -916 V - U 1879 -408 (**) 1 plate(s) require special positioning. Refer to X - W 2864 -618 U - T 1070 -222 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A A 393 -1396 I - J 938 225 live load. A - Z 2544 -698 J - L 254 -890 Truss checked for 250# movable concentrated load 1047 -191 Z-C 557-2089 V-P along Bottom Chord, nonconcurrent with design C-X 168 -589 P - U 259 -1000 gravity loads. E-F 356-1334 U-Q 1317 -314 , F-G 1138 -286 Q-T 193 -890 Purlins G - l 408-1608 T-R 1381 -286 In lieu of structural use en ni rime to hrern all flat X-J 787 -178 R-S 306 -1415 TC @24" oc. - No. C 58005 Deflection 05/09/2024 Max JT VERT DEFL: LL: 0.16" DL: 0.24". See detail s DEFLCAMB1014 for camber recommendations. Cl I%- CAL2 Provide for adequate drainage of roof. OF VVP,kNINI..d NCAU P,NU I-ULLUVV ALL NO) i tZ> UN i 111 UI4,AVVIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing in51a11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of 'truss and position as 14111161111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the csesu truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ing'lDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520007 T408 AVIARA WEST APARTMENTS I DrwNo: 129.241503 16523 Truss Label: UK JCJ / GWH 05/08/2024 1104 2133 2611121 300"8 2712 2'59 I 21012 31012 848 14108 1899 241 281013 31012 4512 3104 3111 2913 4X10 D 12 - 4 C4X6(") 12 0.5 T2 K 3X4 N 5X8 I T oll i : AE xw vu I Ac I AD I. IA AA m4X4 Z Y I13X6 __6X10 e4X4 m4X10 5X8 m90514 3X10 m4X4 m5X6 1111111113 1114X4 30108 A 31012 4112 3104 308 4113 398 3' 31012 808 111012 1711" 241" 27108 30108 21112 1 8 410 191 13 Wind Criteria Snow Criteria (Pg,Pf in 'SF) Defl/CSI Criteria A Maximum Reactions (Ibs) Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.219 M 999 240 Loc R+ / R- / Rh / Rw /U / RL Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.507 M 730 180 AC 1427 I- I- /584 /152 /118 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 A - - U 1435 I- 1- /509 /95 I- EXP: C Kzt: NA Mann kôir,ht 74 55if HORZ(TL): 0.111 A - - Wind reactions based on MWFRS +L ;' ' Bu BCDL: 4.8 psf CE MWFRS Parallel Dist: 0 to h/2 TP C&C Dist a: 6.50 ft Re Loc. from endwall: Any FT GCpi: 0.18 P12 Wind Duration: 1.60 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24,0 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W1 7,W20,W21, W23 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection Max JT VERT DEFL: LL: 0.18" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. ilding Code: Creep Factor: 2.0 IC 2022 Max TC CSI: 0.716 I Std: 2014 Max BC CSI: 0.576 p Fac: Varies by Ld Case Max Web CSI: 0.734 /RT:8(0)/10(0) rte Type(s): AVE. HS VIEW Ver: 23.01.02.0731 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. N&C 58005 * 05/09/2024 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 4003 -903 "9'- X 2884 -613 AA-Z 4003 -903 X-W 2315 -515 Z-Y 2890 -615 W-V 597 -128 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 391 -1396 X-AD 816 -102 A-AB 2543 -694 AD-Q 863 -116 AB-C 552-2087 Q-W 250 -1025 C-Z 164 -585 P.O 154 -468 E - F 356 -1349 W -AE 1964 -439 F-G 1088 -271 AE-S 2028 -458 G - l 376-1512 S-V 258 -1154 Z-J 768 -170 V-T 1329 -283 I-J 1193 -275 T-U 308 -1443 J - K 315-1200 IkL org vvia = 4.0 win I'ceq = ].O (Truss) U Brg Wid = 3.5 Min Reg = 1.5 (Truss) Bearing U is a rigid surface. Bearing AC Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) .17 Chords Tens.Comp. Chords Tens. Comp. A-B 591 -2178 L-M 167 -1080 B-C 583 -2180 L-0 512 -2222 C - E 906-3457 M-N 148 -1014 E-G 731 -2792 N-Q 145 -993 F - I 159 -862 0-P 508 -2205 G-H 409-1498 P-R 510 -2222 H - J 409-1496 R-S 510 -2223 I - K 443-2218 S-T 130 -559 K-L 631 -3027 'VVMkNII'1t F1tJ",LJ P,NU FL)LLOVV ALL Ni.) I tZ5 ON I MRS L,I-<ifvviN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an6SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing in1aIled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of truss and position as shown above and on the Jo.nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPI NE INotes page for additional information. lAlpine, a division of ITW Buildina srrw Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the ucorusn Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina ' indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this idrawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN. 24477 COMN Ply 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520007 1612 FROM AVIARA WEST APARTMENTS DrwNo 130.241840.43420 Truss Label: UL / GWH 05/09/2024 14913 2008 269' 3010" 15" 1 337 2117 liii 31012 8'0"8 1108 1349 1691 2399 281013 31012 4112 3' 241 1,1 1" 391 2113I D 3X4 12 5M 4 —4X6 12 05 L 1114X6(SRS) N3 8 IN 4 X IIIJ_1 X/u A; B &R Z y III3X6 6X10 4X10 8X12 6X10 R4X4 III3X6 H0510 1114X6 11104 30108 31012 _4112 3 1 1.04 588 6 E 2 . x 30 3' 31012 858 207"29" _27'1"810"8 21112 14108 Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph pf NA Ce: NA VERT(LL): 0.427 G 867 240 LocR+/R-I Rh I Rw/U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.992 G 373 180 AC 1428 I- I- /829 I- /141 BCDL: 8.00 Risk Category II Snow Duration: NA HORZ(LL): -0.092 5 - - U 1440 I- I- /836 I- Des Ld: 46.00 EXP: C Kzt: NA NORZ(TL): 0.213 S - - Wind reactions based on MWFRS NCBCLL 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AC Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.793 U Brg Wid = 35 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL' 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.821 Bearing U is a rigid surface. Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.742 Bearing AC Fcperp = 625p5i. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): ChordsTens.Comp.ChordsTens.Corr Wind Duration: 1.60 WAVE,HS VIEW Ver. 23.01.02.0731.17 Lumber Wind A-B 356 -2189 K-L 1340 - B-C 348-2190 L-N 1235 -2-- Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 766 -5139 M-0 180 -1413 T2 2x4 DF-L#1&Bet.(g); member design. E - F 769 -5162 N - P 87 -1243 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - H 766 -5154 0-0 130 -1288 Webs 2x4 DF-L Standard(g) W2, W18 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. G - I 1154 -254 P - R 123 -1429 Lumber shall be dried to a maximum moisture content Deflection J G - 243 -1270 0 -5 I - K 1176 -267 5- T 161 -1447 67 -556 of 19% prior to installation. Max JT VERT DEFL: LL: 0.37" DL' 0.53" See detail i- M 242 -1423 DEFLCAMB1014 for camber recommendations. Bracing Provide for adequate drainage of roof. (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens_Comp. Chords Tens. Comp. Plating Notes AB-AA 3959 -440 Y - X 5628 -644 AA-Z 3959 -440 X-W 1712 -189 Connectors in green lumber (g) designed using Z - Y 5692 -653 W - V 587 -56 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Loading WebsTens.Comp.WebsTens.Comp. Bottom chord checked for 10.00 psf non-concurrent A -AC 253 -1395 N - X 950 -78 live load A-AB 2557 -419 X-R 958 -29 Truss checked for 250# movable concentrated load - AB- C 316 -2024 0- P 82 -438 along Bottom Chord, nonconcurrent with design 119 -494 C-Z 1416 -169 Q-R gravity loads. Z-H 75 -758 R-W 194 -1311 H - N 407 -2643 W - S 1550 -149 Purlins In lieu of structural panels use purlins to brace all flat C 58005 H-X 451 -3251 S-V J - K 431 -70 V-T 107 -1126 1308 -124 TC @ 24" oc. \\ *\ 05/09/2024 111 L-M 144 -527 T-U 147 -1439 Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o.c. CIVI OF CA%W ' VV#NNINt.d" rp,Lj ANI) I-OLLUVV ALL NU I tZ> UN I Nib UI-(AVVINti! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) ro'r safety practices oror to performing these functions. Installers shall provide temporary (951)300-1755 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810 as applicable Aoply plates to each face of 'truss and position as 114461, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the COW— truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawingor cover pa 155 Harlem Ave listing this drawing, indicates acceptance of professional enalneering responsibility solely-for , or the design shown. The suitabili and use of is drawing for any sFr'ucture is the responsibility of the Build lng'Deslgner per ANSI/TPI 1 Sec.2. North Building 4th Floor ,For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SECA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 24479 COMN Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 1613 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24 1840.50077 Truss Label: UM / GWH 05109/2024 31012 808 1108 31012 4112 3 16913 2311 30108 2,112 31111 1549 2199 261013 441.4'.j 41 41112 2118 12 1.5X4 3X4 I I 111 AE D :C A. ZXW 1113X6 6X10 4X10 8X12 H0514 5X12 ru4X4 4X6 83X6 III4X4 30108 31012 4112 3104 588 62' 6121 3 31012 808 111012 '• 207" 269' 27312 30108 21112 612 14108 27108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) oetllcsl Criteria A wlaximurn TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.382 H 970 240 Loc R+ I R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.873 H 424 180 AE 1428 I- I- /829 I- /141 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.091 S - - V 1442 I- 1- /837 I- I- EXP: C Kzt: NA Des Ld: 46.00 -iORZ(TL): 0.213 S - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AE Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit' 200 CBC 2022 Max TC CSI: 0.754 V Brg Wid = 3.5 Mm Req = 1.5 (Truss) BCDL 48 psf TPI Std: 2014 Max BC CSI: 0.879 Bearing V is a rigid surface. Load Duration: 1.25 MWFRS Parallel Diet: 0 to h/2 Bearing AE Fcperp = 625p5i Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.707 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01. A-B 362-2192 L-N 68 -1304 Lumber Wind; B - C 353 -2192 M - P 136 -1052 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 790 -5186 N-0 141 -1621 T2 2x4 DF-L #1&Bet.(g); member design. E - F 790 -5198 0 - R 144 -1642 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. F - G 788 -5196 P -0 137 -1053 Webs 2x4 DF-L Standard(g) W2, W18 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. 1 -1 225 -1142 0 - S 161 -1028 I - K 1054 -266 - T 150 -1198 Lumber shall be dried to a maximum moisture content Portions of truss chords in the interiror of the j - M 212 -1258 T - U 62 -526 of 19% prior to installation, truss shall be braced by purlins at 24" o.c. K - L 1159 -281 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. AD-AC 3950 -449 Z-Y 1241 -121 Plating Notes AC-AB 3950 -449 Y-X 1121 -95 Connectors in green lumber (g) designed using AB-AA 5990 -715 X - W 577 -57 NDS/TPI reduction factors. AA-Z 5923 -706 All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. ESSI A-AE 256-1395 L-Z 983 -94 1 370 -90 Truss checked for 250# movable concentrated load A-AD 2560 -426 Z-R along Bottom Chord, nonconcurrent with design 171 -760 321 -2011 M-N gravity loads. C-AB 1474 -185 R-Y 197 -924 AB-G 121 -1033 X-T 1234 -103 Purlins G-H 112 -438 T-W 160 -1415 In lieu of structural panels use purlins to brace all flat 1230 -119 396-2621 W-U TC @ 24" oc. ))) G - Z 526 -3574 U - V 133 -1361 05/09/2024 Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.55. See detail CIV DEFLCAMB10 14 for camber recommendations. Provide for adequate drainage of roof. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL, CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, f6r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with IdiagonaI bracing inlaIIed on the CLR per BCSI sections B3, B7, cr B1O as applicable Aoply plates to each face of iruss and position as 1000 I shown above and on the Joint Details, unless noted otherwise. Refer tb drawings 160A-Z for standard plate positions. Refer to jobs General .4 PINE AN mN COMPANY Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall nct be resDonsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses,. A seal on this drawing or cover pa 155 Harlem Ave I listing this drawina indicates acceptance of professionI enalneering responsibility solelylor the design shown. The suitabili and use of is North Building, 4th Floor Idrawing for any srr'ucture is the responsibility of the Building'Designer per ANSIrrPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24868 GAEL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T714 FROM: AVIARA WEST APARTMENTS DiwNo: 130.24.184116080 Page 1 of 2 Truss Label: UN / GWH 05/09/2024 I 14106 3.10-a 71072 I 848 1704 I 1717 31012 4512 2712 308 1''aH 222 43' TSP) - 3,0 - 4X10 G 12 I/I 8X 10 -4X6r~ T2 12 05 I 111386 AL Al 3X8 AG AE AC 6X10 4X4 4X10 111306 5X8 3Xl0 113X6 110514 A 222 31012 I 4112 I 3104 'Al 43 31012 808 111012 1711 I 71172 I la108 11306 222 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or =PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL). 0.006 G 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.007 G 999 180 AO"96 I- I- /86 /4 /18 BCDL: 8.00 Risk Category: 11 Snow Duration: NA NORZ(LL): -0.022 G - - AE"89 I- I- /240 /141 /- EXP:C Kzt:NA Des Ld: 46.00 HORZ(TL). 0.025 G - - AO /-353 Mean Height: 24.68 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AE /139 TCDL. 10.8 psf Soffit: 2.00 BCDL: 4.8 psf CBC 2022 MaxTC CSI: 0.170 AC /-399 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.121 Z 1-707 Wind reactions based on MWFRS Spacing: 24.0 C&C Dist a:6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.350 AO Brg Wid = 180 Min Req = - Loc. from endwall. Any FTIRT:8(0)/10(0) AE Brg Wid = 86.0 Min Req = - GCpi: 0.18 Plate Type(s): Bearings AO & AE are a rigid surface. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 02.0731 17 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Chords Tens.Comp. Chords Tens, Comp. T2 2x4 DF-L #i&Bet.(g); columns of Maximum Reactions table. A - D 677 -666 L - S 997 -1034 Bot chord 2x4 DF-L #i&Bet.(g) See DWGS Al 1530ENC1601 18, GBLLETIN0118, & D - F 780 - 776 S - V 942 -956 Webs 2x4 DF-L Standard(g) W2,W1 GABRST1601 18 for gable wind bracing and other F - H 521 -510 V - Y 901 -927 W18 2x4 DF-L #2(g); requirements G - L sos -521 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp Chords Tens. Comp. Connectors in green lumber (g) designed using AO-AL 727 -726 AG-AE 453 -435 NDS/TPI reduction factors. AL-Al 653 -639 AE-AC 914 -898 All plates are 1.5X3 except as noted. Al-AG 800 -787 AC- Z 467 -466 ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs) requirements. Webs Tens.Comp. Webs Tens. Comp. Wind A -AO 363 -406 AG- T 742 -769 Wind loads based on MWFRS with additional C&C A -AL 785 796 S - T 500 -622 member design. AL-F 789 -812 T-V 913 -926 End verticals not exposed to wind pressure. F -AG 673 -693 T -AC 571 -586 Wind loading based on both gable and hip roof types.4<11 H-L 359 -394 V-AC 599 -716 l —L - M 370 -429 AC- Y 1003 -992 Gable Studs - S 749 -719 Y - Z 708 -769 Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. No. C 58005 1/2' x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face 05/09/2024 for a total of (6) staples per connection. civilit- Portions of truss chords in the interiror of the truss shall be braced by purlins at 24" o c **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS BCSI 275 West Rider Si Trusses in fabricating handlina installing Refer follow latest require extreme care shioping, and bracing. to and the edition Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide bracing cer BCSI. Unless noted otherwise, top chord shall have croperiv attached structural sheathina and bottom chord shall of (Building temporar) have a propery Perris CA 92571 (951)300-1758 attached rigid ceilina Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BIO as applicable Aoply plates to each face of 'truss and position as for Refer General shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z standard plate positions. Notes page for additional information. to job's 4 i.....Pi ri E Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure truss in ANSIITPI 1 for handling, installation bracing trusses. A this drawing conformance with or shipping,, and of seal on cover pa ae to build the or listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor drawing for any srr'ucture is the responsibility of the BuildingOesigner per ANSI/TPI 1 Sec.2 For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24868 GABL Ply: 1 ~Job Number: R3444W_DV Cust: R6852 JRef:1X7068520007 T714 FROM: Qty: I VIARAWESTAPARTMENTS DrwNo: 130.24 1841.16080 Paqe 2 of 2 russ Label: UN / GWH 05/09/2024 Loading Truss transfers a maximum horizontal load of 3990 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3990 180.00 TC 1.50 23.67 3720 179.98 BC 1.50 22.17 Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 CIVIt- "WARNING" KIAD AND FOLLOW ALL NC) I hS UN I hIS DI<AWIN(i! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) th'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint ot'webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing in51a11ed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY 'truss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paoe I listing this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL Q 1253 I- I- /729 /25 /182 J 1266 I- I- /745 I- Wind reactions reactions based on MWFRS 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing J is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 245 -1165 D-F 791 -3) B-C 238-1167 G-H 251 -1.. C-D 785-3889 H - I 220 -1903 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2763 -332 M-L 4247 -614 0 - N 2763 -332 L - K 1762 -152 N-M 4278 -620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 273-1236 F-G 399 -1987 A-P 1683 -356 F-L 573 -2911 P-C 387 -1839 G-L 1371 -231 C-N 1282 -249 K-1 1747 -142 N-D 460 -44 I-J 149 -1219 N - F 191 -14 Ply: 1 Job Number: R3444W_DV Cust: S 6852 JRef:1XZ068520007 T231 AVIARA WEST APARTMENTS DrwNo 12924 1503.22585 Truss Label: Vi JCJ / GWH 05/08/2024 648 4112 91 2212 10212 15512 20108 2708 2212 3104 454 5412 02" E T I 6X12 2212 3104 438 5412 62" 2212 10212 15512 20106 2708 4112 11" 648 11' "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# TCDL: 18.00 Speed' 105 mph Pt: NA Ce: NA VERT(LL): 0.191 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.445 E 729 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 A - Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.111 A - Building Code: NCBCLL: 10.00 Mean Height: 24.50 ft TCDL: 10.8 psf Creep Factor: 2.0 Soffit: 2.00 BCDL' 48 psf CBC 2022 Max TC CSI: 0.649 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.845 Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.710 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE, HS Lumber Deflection Top chord 2x4 DF-L #2(g) Max JT VERT DEFL LL: 0.19 DL: 0.28. See detail Bot chord 2x4 DF-L #2(g) DEFLCAMB1014 for camber recommendations. Webs 2x4 DF-L Standard(g) Provide for adequate drainage of roof. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. / Wind "J—. Wind eNo loads based on MWFRS with additional C&C . End member design.0 58005 Wind verticals not exposed to wind pressure. loading based on both gable and hip roof types. 5/09/2024 * WNIN(. I-(AU AND I-OLLOVV ALL NO I tZ5 ON I Hlb DI"<AWIN(jl **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an6SBCA) handling sabety practices Drior to performing these functions. Installers shall provide temporary, Perris CA 92571 (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroper)v attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of "truss nd position as 1006,11, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 4 L_F NJ E Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ~COWANY truss in conformance with ANSI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawIn or cover pae listing this drawina indicates acceptance of professional enaineering responsibility solely lor the design shown. The suitabilityand use of is drawing for any st"r'ucture is the responsibility of the Buildingmesigner per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orBCA: sbcacompqpents.corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef: 1 X7068520007 T232 AVIARA WEST APARTMENTS DrwNo: 129.24.150319461 Truss Label: V2 JCJ I GWH 05/08/2024 _____________________ 2 Complete Trusses Required 2708 1 V2-1 I I I I is... ..a I— 5572 I roe i isis'. I I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl Ll# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.452 D 717 240 Loc R+ / R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.559 0 580 180 T 4893 /-2392 /2500 /2412 /2252 /1600 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.106 A - - L 2621 /-94 I- /957 /781 I- EXP: C Kzt: NA Des Ld: 46.00 IORZ(TL): 0.131 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code. Creep Factor: 2.0 T Brg Wid = 4.0 Mm Req = 2.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 48 psf CBC 2022 Max TC CSI: 0.894 L Brg Wid = 3.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.602 Bearing L is a rigid surface. Bearing T Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI 0.818 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Loading A-B 1831 -3426 F-H 2934 -6225 Top chord 2x6 DF-L #2(g) T2 2x4 DF-L #2(g); Truss checked for 300# movable concentrated load B - C 4558 -775 C - E 4601 -7877 G -1 586 -1473 I - J 932 -2416 Bot chord 2x10 DF-L#2(g)B1, along Top Chord, nonconcurrent with design gravity E - F 3313 -7393 j - K 734 -2214 B6 2x6 DF-L SS(g); loads. Webs 2x4 DF-L Standard(g) W2,W4,W10, Truss checked for 250# movable concentrated load Wi 1 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Maximum Bot Chord Forces Per Ply (lbs) along Bottom Chord, nonconcurrent with design Chords Tens.Comp. Lumber shall be dried to a maximum moisture content gravity loads. Chords Tens. Comp. of 19% prior to installation. T - S 1251 -1247 P-0 4652 -1991 Purlins Nailnote S-R 3842-2863 0-N 2097 -708 Laterally brace bottom chord above filler with purlins R -0 7777 -3518 N - M 2097 -708 Nail Schedule:0.131"x3", mm. nails at 24" OC. 0- P 4690 -2007 Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Deflection Webs : 1 Row @ 4" o.c. Max JT VERT DEFL: LL: 0.44" DL: 0 10" See detail Maximum Web Forces Per Ply (lbs) Use equal spacing between rows and stagger nails DEFLCAMB1014 for camber recommendations.in Webs Tens.Comp. Webs Tens. Comp. each row to avoid splitting. Provide for adequate drainage of roof. A - T 1210 -2429 E -AA 1096 -2138 Special Loads A - S 4240 -2266 F - G 1171 -2919 -----(Lumber Dur.Fac.=1 .60/ Plate Dur.Fac.=1 .25) S-U 1 328 -2452 A-Q 1108 -2135 U TC: From 76 plf at 0.00t0 76 plf at 13.38 - B 1307 -2419 0- H 3512 -1853 TC: From 78 plf at 13.38 to 78 plf at 27.04 B - V 4716 -2990 G - H 2957 -1214 BC: From 16 plf at 0.00 to 16 plf at 27.04 V-W 4587-2908 H - I 651 -1748 PLB: 5000 lb Conc. Load at ( 7.33,20.77) W-R 4070-2449 H - a 1478 -3010 R-Y 152 -826 1-0 1710 -683 Plating Notes X - R 1668 -1900 0- J 198 -449 Connectors in green lumber (g) designed using X - C 2222 -2520 J - M 197 -439 NDS/TPI reduction factors. Y-Z 386-1212 M-K 2095 -710 All plates are 3X4 except as noted. No. C 58005 Z-E 394-1250 K-L 399 -1278 (**) 1 plate(s) require special positioning. Refer to " scaled plate plot details for special positioning 05/09/2024 * requirements. CIV ***** 1.25 plate duration factor used. Cip **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Perris CA 92571 'SBCA) Component Safety Information by TPI an a f6'r safety practices prior to performing these functions. Installers shall provide temporary. bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheath in and bottom chord shall have a properly (951)300-1758 attached rigid ceiling. Locations shown for aermanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. ApIy plates to each face of 'truss and position as Joint Details, shown above and on the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General .'i i...pi rj E Alpine, a division of I'flN Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing any failure to build the ANnWCOMPANY ANSlITPl truss in conformance with 1 or for handling, shipping, installation and bracing of trusses. A seal on this trawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave North Building, 4th Floor drawing for is the the Building-Designer ANSI/TPI 1 Sec.2. any structure responsibility of per For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 23753 / COMN Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef1XZO68520007 T232 FROM Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1503.19461 Page 2 of 2 Truss Label: V2 JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2392# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions The maximum horizontal reaction is 2500# NoC 58005 II 05/09/2024 Civt- - - ON THIS DRAWING! CTORS INCLUDING THE INSTALLERS d bracing. Refer to and follow the latest edition of BCSI to oerformino these functions. Installers shall orovide tE per a division of IT\N BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI 1 or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page is drawing, indicates acceptance of professional engi.neering responsibility solely-for the design shown. The suitability and use of this I for any s[ructure is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN — COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 6" 1108 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.264 E 999 240 VERT(CL): 0.443 E 732 180 HORZ(LL): 0.086 J - - HORZ(TL): 0.111 A - - Creep Factor: 2.0 Max TC CSI: 0.647 Max BC CSI: 0.845 Max Web CSI: 0.684 Ply: 1 Job Number: R34.44W_DV Gust: R6852 JRef:1XZ068520007 1233 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.16788 Truss Label: V3 JCJ / GWH 05/08/2024 6212 ff 4 1106 1594 20108 2708 6212 38 464 4812 514 62' T L 6X12 H0308 27'08 2212 788 38 4812 514 62 2212 10212 i'6'4 . 15'94 20'lOS 2708 3,,8 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 It NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 6.50 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record, Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 1.50 28.54 4867 BC 37.12 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. VIEW Ver: 23.01.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.28". See detail DEFLCAMB10I4 for camber recommendations. Provide for adequate drainage of roof. C 58005 05/09/2024 CIVI PP CAU * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL R 1253 I- I- /876 /25 /2880 J 1266 I- I- /1848 /398 Wind reactions reactions based on MWFRS R Brg Wid = 4.0 Min Reg = 1.5 (Truss) J Brg Wid = 3.5 Min Reg = 2.0 (Truss) Bearing J is a rigid surface. Bearing R Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 245-1165 E-G 812 -890 B-C 238-1167 G-H 319 -2310 C-D 785-3891 H - I 941 -3112 D-F 791 -3964 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 2880-2876 N-M 4350 -614 Q-P 3966 -819 M-L 2962 -946 P-0 3966 -819 L - K 2962 -946 0-N 4369 -620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 273-1238 F-M 574 -2912 A-Q 1683 -356 G-M 1373 -231 Q-C 387-1840 M-H 437 -674 C-0 1283 -249 H-K 339 -630 0-D 461 -44 K-1 2975 -969 0-F 191-1005 l-J 439 -1800 F-G 399-1988 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawingor cover pae I listing this drawing indicates acceptance of professional engineering responsibility 5solely-for 0r the design shown. The suitabilityand use of is 155 Harlem Ave Idrawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Oust: R6852 JRef:1XZ068520007 T234 AVIARA WEST APARTMENTS DrwNo: 129.24 1503.24633 Truss Label: V4 JCJ / GWH 05/08/2024 6'212 '4 1106 I 1594 20108 2708 6212 38 464 4812 514 63" HH H 2 (TIP) F— 308 —H N4X4 3X4 12 05 3X4 A ç 3X8 EIIJ 181 AS -I- 16306 AG AN AK Ad AG AF AC AS 111306 5X8 4X8 3X10 H0308 2708 2212 788 38 4812 514 62" 2212 10212 l&6'4 1594 20108 2708 38 6" 1108 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.007 0 999 240 I / Loc R+ R- Rh I Rw /U I RL AS* 134 I- I- /75 /4 /104 Lu: NA Cs: NA VERT(CL): 0.014 U 999 180 Snow Duration: NA HORZ(LL): 0.019 J - - AF* 129 I- I- /176 /71 I- ftORZ(TL): 0.022 J - - AS 1-189 Building Code: Creep Factor: 2.0 AN /-157 CBC 2022 Max TIC CSI. 0.200 AK 1460 TPI Std: 2014 Max BC CSI: 0.235 AG /-136 AC /-104 Rep Fac: Varies by Ld Case Max Web CSI: 0.625 BU 1-450 FTIRT.8(0)I10(0) /-556 Plate Type(s): Wind reactions based on MWFRS VIEW Ver. 23.01.02.0731.17 -WAVE, HS AS Brg Wid = 197 Min Req = - Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 1.50 28.54 4597 179.97 BC 1.50 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 1000 PSF one face and 24.0' span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. No: C 58005 05/09/2024 IC-1 I Ai- Brg vvia = 16 Min <eq = - Bearings AS & AF are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F - I 855 -851 0-5 798 -836 I - K 874 -868 S-X 1064 -1105 J - O 818 -838 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AS-AQ 427 -427 AJ-AG 1657 -1650 AQ-AN 423 -413 AG-AF 1183 -1156 AN-AK 1145 -1133 AF-AB 561 -534 AK-AJ 857 -849 AB- V 835 -834 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AG-F 575 -600 AG-S 1066 -1080 AK-K 816 -842 5-AB 751 -899 )- O 1184 -1193 AB-X 1069 -1050 0-AG 823 -926 X - V 564 -627 WAKNIN(j AUANL)t-OLLUW ALL NUISON I Nib Ut-(AWIN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss nd position as dill shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...i L..PI N.J E Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnWCOMMY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawln or cover pace listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability 1 and use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSIPl 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 21991 / GABL Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520007 T234 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.24633 Page 2 of 2 Truss Label: V4 JGJ 1 GWH 05/08/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. No C 58005 * 05/09/2024 * OP CAI-I Ov VVP.kNIN(., Pc\U P,NU IOLLOVV ALL NO I tZ> ON I Nib L)1(/\VVIN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with - diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings l60A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT\N BuildinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely'tor the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust. R6852 JRet:1XZ068520007 T574 AVIARA WEST APARTMENTS DrwNo: 12924 1503.20835 Truss Label: VA JCJ / GWH 05/08/2024 52 H012 31012 808 1108 1389 16713 223 1 25312 30108 31012 4112 3 281 I 1211 5'7'4 3011 31112 C5X6 3X4 D 12 I ZlL'YTi T AD AS W2 AI III3X6 6X10 III1.5X4 4X10 11 5X4 3X10 4X6 III3X4 eH0308 31012 31012 24'5"12 4112 3 104 808 1108 111012 514 418 207" 2488 37" 15512 6412 1112 3' 27108 30108 224 I 261012 Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed' 105 mph Pf: NA Ce: NA VERT(LL): 0.216 G 999 240 Loc R+ / R- I Rh / Rw / U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.491 G 600 180 AB 1194 I- I- /692 I- /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.043 A - - U 1147 I- I- /674 /13 I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.100 A - - S 557 I- I- /312 I- I- Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.611 AB Brg Wid = 3.0 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.551 U Brg Wid = 5.5 Min Req = 1.5 (Truss) S Brg Wid = 5.5 Min Req = 1.5 (Truss) Spacing: 24.0 ' C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.771 Bearing S is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings AB & U Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (lbs) Lumber Wind Chords Tens.Comp. Chords Tens. Cor Top chord 2x4 DF-L #1&Bet.(g) T3, Wind loads based on MWFRS with additional C&C A - B 303 -1786 J - N 76 -452 T4 2x4 DF-L #2(g); member design. B - C 294 -1787 K - L 1 -580 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. C - E 552 -3531 L - M 56 -911 Webs 2x4 DF-L Standard(g) W2,W6,W17, W21 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types D - G 71 -853 M-0 73 -1014 E-F 559-3595 N-Q 6 -495 Lumber shall be dried to a maximum moisture content F - H 556 -3575 0- P 53 -884 of 19% prior to installation. G - I 16 -675 Q - R 0 -486 Plating Notes I - K 0 -541 Connectors in green lumber (g) designed using NDSITPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Tens. Comp Chords Tens.Comp. Chords AA-Z 3109 -282 W-V 2462 -203 Loading Z-Y 3108 -283 V-U 483 0 Bottom chord checked for 1000 psf non-concurrent V - X 2483 -206 U - T 483 0 live load. X - W 2483 -206 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity Maximum Web Forces Per Ply (Ibs) loads. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load I along Bottom Chord, nonconcurrent with design gravity loads. A -AB 222 -1162 H - L -AA 2084 -356 H - V 104 - 390 285 -1393 AA-B 116 -439 V-AD 863 -35 AA-C 247 -1514 M-N 132 -492 Purlins C-AC 638 -63 AD-U 139 -670 In lieu of structural panels use purlins to brace No. C 58005 D - E 120 -818 AD- 0 111 -480 all flat TC @ 24" oc D - H 1213 -127 AD- P 837 -34 Brace interior top chords of all trusses AC-V 512 40 P 0 101 -426 with pur1in5at24'o/c. ¼o5/O9/2O24/O9/2O2j V-F 86 -523 P-T 64 -458 C1 I V-H 1201 -139 T-R 436 0 H - I 111 -479 R-S 0 -432 WAKNIN(i I4.AD AND -OLLOW ALL NO I ON I Nib Dt'<AWIN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) f'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as 6IItI shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be resDonsible for any deviation from this drawing any failure to build the CONWANY truss i, conformance with ANSI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any stiucture is the responsibility of the BuiIdrngDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.or.gAWC: awc.org - Glenview, IL 60025] Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.014 AA 999 2 VERT(CL): 0.022 AU 999 1 HORZ(LL): -0.029 Al - HORZ(TL): 0.037 Al - Creep Factor: 2.0 Max TC CSI: 0.366 Max BC CSI: 0.250 Max Web CSI: 0.802 Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1 XZ068520007 1573 AVIARA WEST APARTMENTS DiwNo 12924.1503.18804 Truss Label: VB JCJ / GWH 05/08/2024 22413 3,9,. 31012 808 1108 15'89 18713 2612'F12 30108 3'1012 4112 3 481 2114 3•1112 (TYPI H-3'0"8----1 C5X6 If1 (-2'2'4H 12 31012 30 4112 3 104 514 6312 31112 3'1012 808 1108 11'(O"lZ 207 261012 108 37,, 15512 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3, Purlins T4 2x4 DF-L #2(g); In lieu of structural panels use purlins to brace Bot chord 2x4 DF-L #1&Bet.(g) all flat TC @24" oc. Webs 2x4 DF-L Standard(g) W2,W6,W17, Brace interior top chords of all trusses W19 2x4 DF-L #2(g); with purlins at 240/c Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face No. C 58005 for a total of (6) staples per connection. Additional Notes 05/09/2024 See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for wind bracing and other gable C1 I requirements. OF V1 A Maximum Reactions (Ibs), or *pLF Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL BO*131 I- I- /129 /4 /15 BE* 166 I- I- /238 I- BO /-338 /-338 BA /-253 AW /-957 Wind reactions based on MWFRS BO BrgWid= 180 Min Req= - BE BrgWid= 190 Min Req= - Bearings BO & BE are a rigid surface. Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A-D 681 -658 X-Z 455 -528 D-F 784 -776 Z-AI 514 -514 F - J 590 -556 AA-AD 1596 -1576 I-S 519 -420 AD-AN 726 -686 S - T 597 -507 AH-AS 701 -682 T-W 1549-1434 Al-AT 887 -1901 T - X 484 -480 AT-AV 1595 -1754 W-AA 1494-1516 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp BO-BL 727 -726 BB-BA 1173 -1109 BL-131 622 -605 BA-AZ 672 -594 BI-BG 835 -818 AZ-AX 1181 -1104 BG-BE 673 -611 AX-AW 425 -406 BD-BB 599 -535 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-BO 343 -423 R-AD 819 -941 A-BL 778 -800 R-BA 440 -456 BL- F 749 -783 AD-BA 316 -887 F -BZ 783 -821 BA-AS 724 -749 I - R 604 -709 AS-AT 72 -398 BZ-BG 724 -783 AS-AX 113 -643 BG-K 65 -416 AX-AV 1735 -1713 BG- R 842 -929 AV-AW 969 -1357 R-BD 29 -494 Maximum Gable Forces Per Ply (Ibs) WP,NNIN(. AU ANU I-ULWVV ALL NO) UN I HI UI-(AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing intalIed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face ofruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paoe listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Oesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 23794 / GABL Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520007 1573 FROM: Qty. AVIARA WEST APARTMENTS DrwNo. 129.24.150318804 Page 2 of 2 Truss Label: VB JCJ / GWH 05/08/2024 Loading Gables Tens.Comp. Gables Tens. Comp. Truss transfers a maximum horizontal load of BB-CN 49 -394 CW-AZ 86 -469 5557 # ( 180.00 plf) along top chord, from either VV_X 65 -389 direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 IC 1.50 3237 5287 179.99 BC 1.50 3088 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 1000 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: c 58005 * 05/09/2024 CIV or IF "VVAKNIN(i" KAU AND i-OLLOVV ALL NO I tb ON i Nib Di-<AWiN( Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) f/r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I truss in conformance with ANSI PI 1 or for handling shipping, installation and bracin9 of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabilifc' and use of this 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites Alpine: aloineitw.com: TPI: tDinst.ora; SBCA: sbcacomoonents.com; ICC: iccsafe.ora; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T572 AVIARA WEST APARTMENTS DrwNo: 129.24.150319851 Truss Label: VC JCJ / GWH 05/08/2024 22413 37 31012 806 1108 15108 18513 261012 30108 31012 4712 3' 4101 2114 4515 31112 (— 224 —1 l-3'0'8---1 506 404 PA 1_ A 31012 31012 4112 3 104 808 110'S 11(0"12 30108 A 514 6312 31112 207 261012 30108 15512 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0,014 Z 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.022 AT 999 180 BN*131 /- I- /128 /4 /14 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.028 AH - - BD*165 / /- /237 EXP C Kzt: NA Des Ld: 46.00 -IORZ(TL): 0.037 AH - - BN /-338 Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AZ /-255 TCCL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Max TIC CSI: 0.364 AV /-945 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.250 BN Brg Wid = 180 Min Req = - Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.798 BD Brg Wid = 190 Min Req = - Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings BN & BD are a rigid surface. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02 0731 17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #1&Bet.(g) T3, In lieu of structural panels use purlins to brace A - D 681 -658 V - Z 1488 -1429 T4 2x4 DF-L #2(g); all flat TC @24 oc. D - F 764 -776 Y -AH 488 -505 Bot chord 2x4 DF-L #1 &Bet.(g) Brace interior top chords of all trusses F - J 587 -552 Z -AC 1591 -1549 Webs 2x4 DF-L Standard(g) W2,W6,W17, with purlins at 24" 0/c. I - S 519 -420 AC-AG 726 -658 W19 2x4 DF-L #2(g); S-T 619 -538 AG-AR 701 -674 Lumber shall be dried to a maximum moisture content T - V 1589 -1449 AH-AS 869 -1051 of 19% prior to installation. T - W 454 -480 AS-AU 1578 -1744 Plating Notes W-Y 443 -531 Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. BN-BK 727 -726 BA-AZ 1159 -1093 BK-BH 620 -604 AZ-AY 663 -579 Wind BH-BF 836 -819 AY-AW 1172 -1089 Wind loads based on MWFRS with additional C&C BF-BD 661 -598 AW-AV 425 408 member design. BC-BA 585 -520 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) ovo 16 Webs Tens.Comp. Webs Tens. Comp. Gable Studs 343 -423 R-AC 799 -946 Gable studs (dashed members) may be installed at 16" A-BK 777 -799 R-AZ 441 -460 oc with Wave plates. In lieu of plates use (3)16 ga. 748 -782 AC-AZ 316 -885 1/2" x 1.75' wire staples (0.064 Dia.) Toe nailed F -BY 780 -819 AZ-AR 716 -748 through chord into web & web into chord on one face I - R 593 -709 AR-AS 72 -397 for a total of (6) staples per connection * 05/09/2024 * BY BF 722 -781 AR-AW 113 -639 Additional Notes BF-K 64 -413 AW-AU 1724 -1696 See DWGSA11S3OENC16OI18, GBLLETIN0118,& Civ BF-R 831 -991 AU-AV 958 -1350 GABRST160118 for gable wind bracing and other OF R -BC 33 -515 requirements. Maximum Gable Forces Per Ply (Ibs) **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT-* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) mr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD as applicable. ADpIy plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE r E Notes page for additional i-iformation. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin or cover page listing this drawina indicates acceptance of professional enaineering responsibility ssolely-for or the design shown. The suitabilityand use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23792 / GABL Ply: 1 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520007 T572 FROM: Qty AVIARA WEST APARTMENTS DrwNo 129.24.1503.19851 Page 2 of 2 Truss Label: VC JCJ / GWH 05/08/2024 Loading Gables Tens.Comp. Gables Tens. Comp. Truss transfers a maximum horizontal load of BA-CM 49 -384 CV-AY 86 -467 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 1.50 32.37 5287 179.99 BC 1.50 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No: C 58005 * 05/09/2024 Cl ii- OF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina Locations shown for øermanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i rj E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the us,rwcoerusv I truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover pa e 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely-for , or the design shown. The suitability and use of is North Building, 4th Floor drawing for any structure is the responsibility of the Buildingmesigner per ANSI/TPI 1 Sec.2. For, more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 B-C 363-2187 I - K 226 -1426 C-E 773-4817 J - L 45 -1113 D-H 173-1487 K-N 214 -1567 E-F 784-4905 L-M 44 -1051 F-G 779-4878 N-0 179 -1857 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 3981 -417 T-S 3672 -408 V-U 3981 -417 S - R 3645 -404 U-T 3672 -408 R-Q 2029 -182 Ply: 1 I Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: VD Cost: R6852 JRet:1XZ068520007 T571 ENTS DrwNo: 129.24.1503.22773 JCJ / GWH 05/08/2024 171191 25312 30108 2513 I 4415 31112 31012 808 1108 15512 2010131 2610112 31012 4112 3' 454 I 2114 5X6 0 12 Z—Z 04 4X4 L 806 T4 0 W18 Iff W2 W 1113X6 T S R 0 83X6 m6X10 1111.5X4 m4X10 m10X18 H0308 m3X10 m4X6 III 3X4 A 30108 31012 4112 3' 10'4 5'I"4 6312 1112 3 31012 808 1108 11'0"12 207' 261012 27'0"8 30108 3,7" 15512 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl U# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.347 I 999 240 Loc R I R- I Rh / Rw 1U / RL Lu: NA Cs: NA VERT(CL): 0.807 I 459 180 X 1428 I- I- /832 /5 /183 Snow Duration: NA HORZ(LL): 0.063 A - - P 1443 I- I- /847 -IORZ(TL): 0.147 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 3.0 Min Reg = 1.5 (Truss) CBC 2022 Max TIC CSI: 0.836 P Brg Wid = 5.5 Min Reg = 1.5 (Truss) TPl Std: 2014 Max BC CSI: 0.554 Bearing P is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.860 Bearing X Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 A-R 371-21R H - I RII -1326 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" o/c. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 262-1396 U-G 1316 -150 A-W 2553 -437 G-H 181 -783 W-B 117 -432 G-J 194 -1075 W - C 340 -2053 G - R 293 -1365 C-Y 1098 -144 J-R 538 -61 D-E 175 -1125 R-M 493 -51 D-G 2016 -267 M-N 118 -383 Y-E 70 -405 M - Q 117 -657 Y-U 931 -114 Q-0 1834 -140 U-F 118 -703 0-P 130 -1391 * 05/09/2024 civit- Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3, T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W6,W17, W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.40". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. C 58005 I MNJNU Ft/'",L) /vNU rULLUVV MILL iNUI ro UN r1IZ> tit'kVVttNti! Inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary (551)300-1758 bracing aer BCSI. Unless noted olherwise, top chord shall have property attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810, as applicable Aoply plates to each face oftruss nd position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwco.a,ure Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page Ilisting this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 1570 AVIARA WEST APARTMENTS DrwNo: 12924.150323585 Truss Label: VE JCJ I GWH 05/08/2024 2 Complete Trusses Required k4X4 44X4 12 o5 -1 5X4 T2 ~x -10 ~ A wi I 30108 I i I I- 35I2 .f___ 37"8 H- 3512 1 738 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASçE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure. Closed BCDL: 8.00 Risk Category. II EXP. C Kzt. NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g), T2 2x4 DF-L #1&Bet.(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W1 0,W1 1,W1 7, W19 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur Fac.1 60/Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 30.88 BC: From 16 plf at 000 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at ( 7.33,20.77) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U IRL Y 5241 /-2381 /2500 /2532 /2347 /1600 AG 2634 /- /- /862 /660 /- Wind reactions based on MWFRS Y Brg Wid = 3.0 Min Reg = 2.8 (Truss) AG Brg Wid = 5.5 Min Reg = 1.5 (Truss) Bearing AG is a rigid surface. Bearing Y Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A - B 1824 -3673 J - K 780 -If B - C 4549-8407 J - L 317 - i C-E 4593-8527 K-M 676 -1871 E-F 3550 -8338 L-0 333 -1293 F-H 3023-6957 M-N 640 -1770 G-1 671-1786 0-P 440 -1860 l-J 1074-2923 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp Y-X 1251 -1247 U-T 5402 -2197 X-W 4108-2048 I-S 2921 -940 W-V 8739-3736 S-R 1884 -508 V-U 54-46-2215 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Y 1204-2602 F-G 1318 -3458 A-X 4546-2258 AF-V 1104 -2315 X-Z 1327-2642 V-H 3771 -1843 Z-B 1309 -2611 G-H 3668 -1405 B-M 5122 -2979 H - I 813 -2349 AA-AB 5004 -2910 H -T 1475 -3263 AB- W 4455 -2433 I -1 2013 -772 W-AD 166-1059 T-K 72 -429 AC-W 1665-1920 S-N 1057 -436 AC-C 2212 -2522 N-R 230 -719 AD-AE 267-1243 R-P 1627 -436 AE-E 256-1268 P-Q 309 -1203 E-AF 1096-2330 Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.584 J 633 240 Lu NA Cs: NA VERT(CL): 0.738 J 501 180 Snow Duration: NA HORZ(LL): 0.128 A - HORZ(TL): 0.162 A - Building Code: Creep Factor: 2.0 CBC 2022 Max IC CSI: 0.632 TPI Std: 2014 Max BC CSI: 0.653 Rep Fac. Varies by Ld Case Max Web CSI: 0.867 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HIS VIEW Ver: 23.01.02.0731 .17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Brace interior top chords of all trusses with purlins at 24" 0/c. NoC 58005 * 05/09/2024 * WANNUN -<bAL) AND hOLLOW ALL NO I bS ON I hI Dt<AWIN(jl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss nd position as 1411116111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 i...Pi NJ E Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the *srrwcoerusv I truss in conformance with ANSI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabiIi1' and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23786 I COMN Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef: 1XZ068520007 1570 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.23585 Page 2 of 2 Truss Label: VE JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL LL: 0.57 DL: 0.16. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2381# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# N& C 58005 * 05/09/2024 * OP FAUV: "WAKNINj" I(tAU ANL) hOLLOW ALL NO I Lb ON I hIS L)I-(AVVINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCS!. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of IT\N BuildinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the Build ingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T569 AVIARA WEST APARTMENTS DrwNo: 12924.150321304 Truss Label: VF JCJ / GWH 05/08/2024 I " 2 Complete Trusses Required 21'2'1 N'1"5 1 7 1112 o 12 IIIII 3 I I 43x10 a,=3X0 35X6 iOX12 8512 4X6 *456 AG 5X3 Ux =668 30.lo,.8 2 0 112 2 1,4 1 I— 3572 ----37'S I 2Y64 H— 3612 768 1468 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std' ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL' 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 4 6.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit. 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall- Any GCpi' 018 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); T2 2x4 DF-L #1&Bet.(g); Sot chord 2x10 DF-L#2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W1 0,W11,W17, W 1 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.0011 0c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC. From 78 plf at 13.38 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at ( 7.33,20.77) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA' PP Deflection in bc L/defl LI# Pf NA Ce: NA VERT(LL): 0.553 D 670 240 Lu: NA Cs: NA VERT(CL): 0.698 D 530 180 Snow Duration: NA HORZ(LL): 0.123 A - - HORZ(TL): 0.156 A - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.632 TPI Std: 2014 Max BC CSI: 0.653 Rep Fac: Varies by Ld Case Max Web CSI: 0.867 FT/RT:8(0)/1 0(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 mnus,v i-Ic Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. NoC 58005 05/09/2024 CIVIL k8:jop CAII,00> A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL Y 5241 /-2381 /2500 /2532 /2347 /1600 AG 2634 I- I- /862 /660 Wind reactions reactions based on MWFRS Y Brg Wid = 3.0 Min Req = 2.8 (Truss) AG Brg Wid = 5.5 Min Reg = 1.5 (Truss) Bearing AG is a rigid surface. Bearing Y Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 1824-3673 J - K 1001 -3' B-C 4549-8407 K-L 371 C - E 4593 -8527 K-IM 658 -1817 E -F 3548 -8332 L - 0 384 -1496 F - H 3016-6928 M-N 619 -1681 G-1 667-1772 0-P 455 -1722 l-J 1079-2954 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 1251 -1247 U-T 5357 -2185 X-W 4108-2048 T-S 3086 -982 W - V 8738 -3736 S - R 1773 -480 V-U 5401-2203 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 1204-2662 F-G 1331 -3508 A-X 4546-2258 AF-V 1101 -2347 X-Z 1327-2642 V-H 3821 -1839 Z-B 1309-2611 G-H 3586 -1384 B -PA 5122 -2979 H - I 781 -2223 AA-AB 5004 -2910 H - T 1476 -3253 AB-W 4455-2433 I-T 2174 -813 W-AD 166-1058 T - J 59 -452 AC-W 1665-1920 S - N 1332 -507 AC-C 2212-2522 N-R 209 -639 AD-AE 267 -1243 R - P 1685 -450 AE-E 256 -1268 P-Q 322 -1255 E-AF 1093-2363 =*WAKNIN(j** KLAU ANL) I-OLLOW ALL NO I I,S ON I t11 Ui<AVV1N(iI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have Droperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as 14111611111, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw corn; TPI: tpinst.org; SBCA. sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEON: 23784 / COMN Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T569 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.21304 Page 2 of 2 Truss Label: VF JCJ I GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.54" DL: 0.14'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2381# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No: C 58005 * 05/09/2024 * OF (-Akff I WAKNIN(j F,EAU ANL) hOLLOW ALL NO I ES ON I HIS L)NAWINOl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI andSBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom have (851)300-1758 per noted otherwise, chord shall oroperlv attached structural sheathing and chord shall a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing inslal)ed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General I Notes page for additional information. ALPINE lAlpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwcosrrusv in ANSI/TPI 1 for handling Itruss conformance with or shipping,, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifç' and use of this drawing for any structure is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 3980 -426 T-S 3731 -429 V - U 3980 -426 5 - R 3705 -425 U-T 3731 -429 R-Q 1864 -145 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.706 TPI Std: 2014 Max BC CSI' 0.552 Rep Fac' Varies by Ld Case Max Web CSI: 0.842 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731 WAVE, HS Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. A 019 solo = 3.0 Min rseq = 1.5 i Fuss) P Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing P is a rigid surface. Bearing X Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con .17 A-B 376 -2186 l-J 278 -2 B-C 368-2187 J - K 189 -1L._ C - E 787-4824 J - L 107 -1438 D-H 158-1341 K-N 195 -1869 E-F 798-4910 L-M 88 -1295 F-G 794 -4884 N-0 172 -1853 H - I 89-1372 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 264-1396 U-G 1258 -142 A - W 2553 -442 G - H 124 -447 W-B 117 -433 G - I 280 -1659 W-C 345-2052 G-R 242 -11 C-Y 1105 -150 R-M 1034 -55 D - E 176-1102 K-L 438 -52 D-G 1841 -250 M-Q 108 -619 Y-E 70 -399 Q-O 1821 -131 Y-U 941 -120 0-P 131 -1408 U - F 118 -689 NoC 58005 * 05/09/2024 c,vI(_ ' CAtJV2 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: VG 31012 12 4112 808 11308 15512 207" 310 ' 454 514 5X6 12 D 12 05 4X8 4X1O F W V 1113X6U TO 6Xl0 81.5x4 m4X10 10X10 H0308 Cust: R 6852 JRef: 1 XZ068520007 T567 DrwNo: 129.24.1503.23835 JCJ / GWH 05/08/2024 241013 30108 2114 31112 i02 04X4 4X4 3X4 T3 1111 5X4 L 4X8 T 4 m3X10 4X6 1113X4 Ply: 1 30108 31012 4112 3' 1074 514 6312 11)2 3' 31012 808 1108 11/012 207" 261012 27'/08 30108 3,7,, 15512 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3, T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W6,W16, W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Deflection Max JT VERT DEFL: LL: 0.26 DL: 0.38'. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. "WARNING— ttAU AND FOLLOW ALL NO I ES ON I HIS LJI<AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina sh'ipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing insaIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,iL...Pi r.j E Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the umcuepuuv truss in conformance with ANSIITPI 1 or for handling shipping,. installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enain ri eeng responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any s!r'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC' awc org Glenview, IL 60025 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL' 800 Risk Category II EXP: C Kzt: NA Des Ld: 46.00 Mean Height' 24.50 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (105) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL)' 0.282 D 999 240 Loc R+ / R- / Rh / Rw /U / RL X 1428 /- I- /833 /8 /183 Lu: NA Cs: NA VERT(CL): 0.643 D 575 180 Snow Duration. NA HORZ(LL): 0.060 A - - P 1443 /- /- /846 /- HORZ(TL): 0.140 A - - Wind reactions based on MWFRS Ply: 1 I Job Number: R3444W_DV I CusS: R 6852 JRef: 1XZ068520007 T566 AVIARA WEST APARTMENTS IDrwNo: 129.24.1503.22102 Truss Label: VH JCJ / GWH 05/08/2024 2610131 2114 31012 808 1106 15512 207" 23119 30108 31012 4112 3' 454 514 34"9 31111 5X6 0 12 'J 4 I 4X4 I4X4 4X4 0 4:0 W2 I iYA EF I JKL T4 M I I13X6 V L I pI 113X6 --6X10X10 III1.5X4 4X10 10TX10 S 3X10 5X6 1113X4 i'i0308 30108 31012 4112 3' 104 514 349 I 343 3' I 31012 808 I 1108 1l'0"12 207" 23119 27312 30108 I T' I 612 'l0"8 15512 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.339 J 999 240 Loc R4 / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.680 J 544 180 V 1428 /- /- /834 /9 /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA l-IORZ(LL): 0.066 A - - P 1441 I- /- /845 I- EXP: C Kzt: NA Des Ld: 46.00 '-lORZ(TL): 0.154 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 NCBCLL: 10.00 V Brg Wid = 3,0 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.834 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 4,8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.668 Bearing P is a rigid surface. Bearing V Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.929 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 378 -2186 I-J 297 -2950 B - C 370 -2187 J - K 259 -2856 Top chord 2x4 DF-L #1&Bet.(g) T3, Wind loads based on MWFRS with additional C&C C - E 794 -4825 K - L 111 -1230 T4 2x4 DF-L #2(g); member design. D - H 160 -1340 K - M 168 -1811 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 805 -4911 L - N 172 -1581 Webs 2x4 DF-L Standard(g) W2, W6 2x4 DF-L #2(g); W16,W18 2x4 DF-L #1&Bet.(g); Wind loading based on both gable and hip roof types, F - G 801 -4885 N-0 171 1861 H - I 91 -1373 Lumber shall be dried to a maximum moisture content Purlins of 19% prior to installation. In lieu of structural panels use purlins to brace Maximum Bot Chord Forces Per Ply (Ibs) all flat TC @ 24" OC. Plating Notes Chords Tens.Comp. Chords Tens. Comp. Brace interior top chords of all trusses Connectors in green lumber (g) designed using with purlins at 24" 0/c. X - W 3979 -431 T - 5 3690 -430 NDS/TPI reduction factors. W - V 3979 -431 5- R 2081 -171 All plates are 1.5X3 except as noted. V - U 3715 -434 R - Q 1714 -124 U-T 3715 -434 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity A - V 266 1396 G - H 123 441 loads. A-X 2553 -444 G - I 289 -1689 Truss checked for 250# movable concentrated load X - B 117 -433 G - S 236 -944 along Bottom Chord, nonconcurrent with design X - C 348 -2051 I - S 493 44 C1107 S-AA 800 -35 -Z -153 gravity loads. D-E 177-1103 AA-M 869 -45 D - G 1839 -253 M - R 149 -879 Deflection No, C 58005 Z-E 71 -399 L-M 445 0 Max JT VERT DEFL: LL: 0.29" DL: 0.42'. See detail Z-V 943 -123 Q-0 1905 -138 DEFLCAMB1014 for camber recommendations. 05/09/2024 V-F 119 -689 0-P 140 -1505 Provide for adequate drainage of roof. V-G 1276 -145 OFCAUVU **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous iateral restraint (CLR) diagonal bracing ins'called the CLR BCSI B3, B7, B10, Apply to face rtruss on per sections or as applicable plates each of and position as have a properly installed with shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer to job's General plate positions. Notes page for additional information. ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN QWCOMPANY A drawing truss in conformance with ANSl/TPI 1 or for handling shipping,, installation and bracing of trusses. seal on this listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability or cover paa 155 Harlem Ave and use of this "Designer drawing for any str'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444WDV Cust R6552 JRef:1XZ068520007 T565 AVIARA WEST APARTMENTS DrwNo: 12924 1503.25054 Truss Label: VJ JCJ / GWH 05/08/2024 31012 808 1108 15512 20108 25119 281013 31012 4112 3' 454 5412 511 2114 A T I m5X6 D 12 U4X6 R8X554X4 vrl U T 1113X6 S R 0 P 52 0 N r1M I1I3X6 6X10 III1.5X4 m4X10 - 10X10 H0308 3X10 4X8 III3X4 4X6 30108 31012 4112 3' 104 5412 5213 193 3' 31012 805 1108 11'0'12 20108 2615 2710!8 30108 15512 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.286 0 999 240 Loc R+ I R- I Rh / Rw /U I RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.664 D 557 180 V 1427 I- I- /834 /13 /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0.061 A - - M 1438 I- I- /845 I- I- Des Ld: 46.00 EXP: C Kzt: NA _____________________ HORZ(TL): 0.142 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 V Brg Wid = 3.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TIC CSI: 0.594 M Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.797 Bearing M is a rigid surface Bearing V Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.941 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HIS VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 385-2185 F-G 822 -4t B - C 377-2186 H - I 104 Top chord 2x4 DF-L #1&Bet.(g) T3, Wind loads based on MWFRS with additional C&C C - E 815 -4808 I - J 319 -2980 T4 2x4 DF-L #2(g); member design. D - H 174 -1399 J - K 310 -2971 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 827 -4897 K - L 101 -970 B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W2, Wind loading based on both gable and hip roof types. W6 2x4 DF-L #2(g), Purlins Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation, all flat TC @24" oc. U - T 3980 -446 0- P 3626 -442 Plating Notes Brace interior top chords of all trusses T - 5 3979 -446 P-0 3151 -314 Connectors in green lumber (g) designed using with purlins at 24" a/c. S - R 3652 446 0 - N 1027 -95 R - Q 3652 -446 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. -'-'.'.... " Bottom chord checked for 10.00 psf non-concurrent A - V 270 -1395 G - H 127 -480 live load. A - U 2552 -453 G - I 293 -1547 Truss checked for 300# movable concentrated load U - B 117 -432 G - P 230 947 along Top Chord, nonconcurrent with design gravity U - C 358 -2053 I - P 581 -59 loads. ESSI C-W 1091 -159 P-J 92 -625 Truss checked for 250# movable concentrated load D-E 187-1134 J-O 178 -1242 along Bottom Chord, nonconcurrent with design 1919 -273 0-K 2316 -230 gravity loads. W-E 74 -408 K-N 115 -1029 923 -128 N-L 1409 -126 S-F 125 -709 L-M 139 -1441 Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.38". See detail 05/09/2024 111 / S - G 1330 -154 DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. CIV NCIFCAUt2' WARNINt REAL) AND FOLLOW ALL NO I ES ON I HIS L)KAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an o fabricating, to'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BCSI. Unless noted olherwise, top chord shall have 0r9periv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i L...Pi r.i E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any.failure to build the ANIMCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely tar the design shown. The suitabilifS' and use of this drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2 North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 NoC 58005 * 05/09/2024 * BL-BI 727 -726 AY-AX 1159 -1099 BI-BF 620 -604 AX-AW 661 -573 BF-BD 836 -820 AW-AU 1171 -1083 BD-BB 655 -598 AU-AT 425 -406 BA-AY 585 -526 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -BL 343 -423 R -AC 799 -932 A-Bl 777 -799 R-AX 431 -460 81- F 748 -782 AC-AX 303 -883 F-BW 778 -819 AX-AP 717 -769 - R 588 -709 AP-AQ 72 -397 BW-BD 720 -781 AP-AU 124 -640 BD- K 64 -412 AU-AS 1723 -1687 BD- R 831 -916 AS-AT 952 -1349 R-BA 33 -515 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp inland Empire Truss of BCSI (Building 275 West Rider St Perils GA 92571 ovide temporary have ill a properly (951)300-1758 istalbed with td position as tr to job's General ALPINE All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types, Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2 x 1.75 wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. per Ply: 1 Job Number: R3444WDV Gust: R 6852 JRef: 1XZ068520007 T577 AVIARA WEST APARTMENTS DrwNo: 129.24 1503.22945 Truss Label: VK JCJ I GWH 05/08/2024 31012 808 1108 15109 18913 261012 30108 31012 4112 3' 4101 2114 8015 31112 VC — 308 —H --i I— 224 -H I 12 "3 4 3X6 I 3i4 4X4 05 z I/Y 4X5 IN 4X6 Ii W117 T AS i ________________________ ________ 11L IlI3X6 31 F III 8B8A AY AX T III 3X6 6Xt0 1111 X4 4X10 III3X6 iOX10 3X10 4X6 30108 31012 4112 3' 104 5'1"4 6312 31112 31012 808 1108 11'0"12 207 261012 30108 37,, 15512 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Encl3sure: Closed Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA P1: NA Ce: NA Lu: NA Cs: NA Defl1CSl Criteria PP Deflection in bc L/defl Ll# VERT(LL): 0.014 Z 999 240 VERT(CL): 0.022 AR 999 180 £ Maximum Reactions (iDs), or =i'Lr Gravity Non-Gravity Loc RI- / R- / Rh I Rw / U / RL BL* 131 I- I- /128 /4 /14 BCDL: 800 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.027 Al - - BB*166 I I- /237 Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.035 Al - - BL /-338 Building Code: NCBCLL: 10.00 Mean Height: 24.50 ft Creep Factor: 2.0 /-234 Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TIC CSI: 0.363 AT /-939 Load Duration: 1.25 BCDL: 4.8 psI MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.250 Wind reactions based on MWFRS BL Brg Wid = 180 Min Req = - 0 acin, - 24 fl" (-9,-- ,. a RA f, Rep Fac: Varies by Ld Case Max Web CSI: 0.798 -- - - .. - Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 t0IA',, VIEW Ver: 23.01.02.0731.17 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3, T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W6,W17, W19 2x4 DF-L 92(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. DO 0(9 Aid - WV 161111 fley - - Bearings BL & BB are a rigid surface. - Members not listed have forces less than 375# - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-D 681 -658 W-Y 446 -535 D-F 785 -776 V-Z 1495 -1432 F - J 587 -550 Y-Al 490 -508 I-S 519 -420 Z-AC 1598 -1552 S - T 622 -538 AC-AP 750 -675 T-V 1596-1452 Al-AQ 859 -1050 T-W 457 -484 AQ-AS 1569 -1743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Purlins In lieu of structural panels use purlins to brace all flat TIC 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. aaivision of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the — —AN M CO—NY - conformance with A,NSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawino or cover pace 155 Harlem Ave ,is drawina indicates acceptane of professional en1erIng responsibility solelylor the design shown. The suitabilifS' and use of this I for any srr'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor -e information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 23803 / GABL Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef.1X7068520007 1577 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.150322945 Page 2 of 2 Truss Label: VK JCJ / GWH 05/08/2024 Loading AY-CK 49 -384 CT-AW 85 -463 Truss transfers a maximum horizontal load of V - W 71 -421 5557 # ( 180.00 pIt) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 1.50 32.37 5287 179.99 BC 1.50 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 1000 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No .'C 58005 * \ 05/09/2024 Civit- OF CAU WAKNINIj bAU ANI) 1-OLLOW ALL NO I 15 ON I Hlb L)RAWIN(il inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per CS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous [ateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALRINE Alpine, a division of ITW BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec .2. North Building, 4th Floor For more information see these web sues: Alpine: alpineitw.com, TPI: tpinst.org SBCA: sbcacomponents.comjCCHccsaforgWCawçpg Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cusi. R6852 JRef: 1XZ068520007 T578 AVIARA WEST APARTMENTS DrwNo; 129.24.1503.17991 Truss Label: VL JCJ / GWH 05/08/2024 I 5 2 Complete Trusses Required I t24 .{ I I I :; '53D 12 12 -4XI w T2 sl 5X411-3 6X6 L 906 112 J ex '7 4 3T I I I I 1--11 All 516 I 2*8"4 f.--- 3512 I 7-68 19'84 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.552 D 671 240 Loc R+ / R- I Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.697 0 531 180 Y 5241 1-2381 /2500 /2532 /2347 /1600 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.123 A - - AG 2634 I- I- /862 /660 I- EXP:C Kzt:NA Des Ld: 46.00 HORZ(TL): 0.155 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 3.0 Mm Req = 2.8 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.632 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL- 4.8 psf Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.653 Bearing AG is a rigid surface. Bearing Y Fcperp = 625psi Spacing: 24.0" C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.867 Members not listed have forces less than 375# Loc from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 1824 -3673 J - K 1015 -3181 Lumber Loading B-C 4549 -8407 K-L 390 -1467 Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); Truss checked for 300# movable concentrated load c - E 4593 -8527 K - M 656 -1852 T2 2x4 DF-L #1&Bet.(g); along Top Chord, nonconcurrent with design gravity E - F 3548 -ao L -0 404 -1540 Bot chord 2x10 DF-L #2(g) Bi, loads. F - H 3013 -6918 M - N 611 -1688 B6 2x6 DF-L SS(g); Truss checked for 250# movable concentrated load Webs 2x4 DF-L Standard(g) W2,W4,W10,W11,W17, G -1 666 -1767 0 - P 465 -1753 along Bottom Chord, nonconcurrent with design W19 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); I - j 1081 -2959 gravity loads Lumber shall be dried to a maximum moisture content of 19% prior to installation. Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp. Nailnote all flat TC @2411 oc. V - X 1251 -1247 U -1 5342 -2181 Nail Schedule:0. 131 "x3", mm. nails Brace interior top chords of all trusses X - W 4105 -2048 T -5 3147 -998 Top Chord: 1 Row @12.0011 o.c. with purlins at 24" o/c. W - V 8738 -3736 S - R 1809 -485 Bot Chord: 1 Row @12.00 o.c. V - U 5386 -2199 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.1 .60/ Plate Dur.Fac.1 .25) F-G 1336 -3525 A-V 1204-2662 TC: From 76 pIt at 0.00 to 76 plf at 13.38 A-X 4546-2258 AF-V 1100 -2358 TC: From 78 plf at 13.38 to 78 plf at 30.88 X-Z 1327-2642 V-H 3837 -1838 BC: From 16 plf at 0.00 to 16 plf at 30.88 OVD 16, Z-B 1309 -2611 G-H 3557 -1376 PLB: 5000 lb Conc. Load at ( 7.33,20.77) H-I 770 -2179 B-AA 5122 -2979 AA-AB 5004 -2910 H-T 1475 -3252 Plating Notes AB- W 4455 -2433 I - T 2226 -827 Connectors in green lumber (g) designed using No. C 58005 W T-J 66 -476 -AD 185-1058 NDS/TPI reduction factors. AC-W 1665-1920 S-N 1357 -516 All plates are 3X4 except as noted. 05/09/2024 j* '-"' AC-C 2212-2522 L-M 439 -120 (**) 1 plate(s) require special positioning. Refer to AD-AE 267-1243 N-R 211 -654 scaled plate plot details for special positioning Cl I R-13 1729 -464 AE-E 256-1268 requirements. OF E-AF 1093-2374 P-Q 324 -1255 1.25 plate duration factor used. ***** **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St handling Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed diagonal bracing insisted on the CLR BCSI sections B3, B7, B10 Apply to face 'truss per or as applicable plates each of and position as with shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pace listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave North Building, 4th Floor drawing for is the the Building'Designer ANSI/TPI I Sec.2. any sFructure responsibility of per For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN 23805 I COMN Ply: 2 Job Number: R3444W_OV Cust: R6852 JRef1XZ068520007 T578 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1503.17991 Page 2 of 2 Truss Label: VL JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.54 DL: 0.14. See detail DEFLCAMB1014 for camber recommendations Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2381# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 II * 05/09/2024 11 - Civit- Wl NG! )DING THE INSTALLERS èr to and follow the latest edition of per un page for additional information, - - a division of ITW BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the i conformance with ANSIITPI 1 or for handling, shipping,, installation and bracin of trusses A seal on this drawing or cover page this drawing, indicates acceptance of professional engf.neering responsibility solely-for the design shown. The suitability and use of this g for any structure is the responsibility of the Building 'Designer per ANSI/TEl 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN -NY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl!CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.568 D 652 240 VERT(CL): 0.717 D 516 180 HORZ(LL): 0.126 A - - HORZ(TL): 0.160 A - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.632 TPI Std: 2014 Max BC CSI: 0.653 Rep Fac: Varies by Ld Case Max Web CSI: 0.867 FT/RT:8(0)/1 0(0) Plate Type(s): WAVE HS VIEW Ver: 23.01 .02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520007 T579 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.24148 Truss Label: VM JCJ / GWH 05/08/2024 I > 2 Complete Trusses Required I I I o, 11 5X3 o io "CT 1 Wl .3x oil 6X8 LISXB A 30•10'B A I I I i I i i -3's'12---+---- 373 2334 (-"-35'12 780 I 1*44 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); T2 2x4 DF-L#i&Bet.(g); Bot chord 2x10 DF-L#2(g)B1, 66 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2,W4,W1 OWl 1,W1 7, W19 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131"x3", ruin, nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.1 .60/Plate Dur.Fac.1 .25) TC: From 76 plf at 0.00 to 76 plf at 13.38 TC: From 78 plf at 13.38 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at ( 7.33,20.77) A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw /U IRL V 5241 /-2381 /2500 /2532 /2347 /1600 AG 2634 I- /- /862 /660 Wind reactions reactions based on MWFRS V Brg Wid = 3.0 Min Req = 2.8 (Truss) AG Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing AG is a rigid surface. Bearing V Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1824 -3673 J - K 771 -1776 B-C 4549-8407 J - L 331 -1286 C-E 4593-8527 K-M 681 -1877 E -F 3549 -8335 L- 0 344 -1356 F - H 3020 -6943 M - N 645 -1766 G-1 669-1779 0-P 442 -1675 l-J 1077-2944 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-X 1251 -1247 U-T 5380 -2191 X -W 4108 -2048 T - S 3004 -962 W - V 8738 -3736 S - R 1826 -495 V-U 5424-2209 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1204-2602 F-G 1325 -3483 A-X 4546 -2258 AF-V 1102 -2331 X-Z 1327-2642 V-H 3796 -1841 Z-B 1309-2611 G-H 3628 -1394 B-M 5122-2979 H - I 797 -2286 AA-AB 5004 -2910 H-T 1475 -3258 AB-W 4455-2433 l-T 2092 -793 W-AD 166-1058 T-K 49 -438 AC-W 1665-1920 S-N 1199 -471 AC-C 2212-2522 N-R 221 -679 AD-AE 267-1243 R-P 1634 -436 AE-E 256-1268 P-Q 314 -1224 E -AF 1095 -2347 No: C 58005 * 05/09/2024 CIV OP Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (3*) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** I VVAKNIN /kL) ANL) l-OLLOVV ALL NO I Lb ON I Hlb 01<AWIN(il inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fô'r safety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for cermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of iruss and position as 141161111,.1, Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. 'Alpine, a division of lT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnni 'truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely7or the design shown. The suitabilifl and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23807 / COMN Ply 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520007 T579 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129241503.24148 Page 2 of 2 Truss Label: VM JCJ / GWH 05/08/2024 Deflection Max JT VERT DEFL: LL: 0.56 DL: 0.15". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Negative reaction(s) of -2381# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24' 0/c. C 58005 * 05/09/2024 * **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping,installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f& saty practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the AN FW COMPANY truss in conformance with ANSIPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this drawing for any 5f1ucture is the responsibility of the Buildingijesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine. alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.o[g Glenview, IL 60025 ] Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: VN 31012 808 1108 z-z 31012 4112 3' 5X6 D 12 05 4X10 L. Ply; 1 4X8 iii3X6 Cust; R6852 JRef;1XZ068520007 T576 DrwNo 129.24.1503.22946 JCJ / GWH 05/08/2024 17119 25312 30108 2513 4415 31112 15512 201013 261012 454 2114 17" 12 -zzz:] 4 4X4 E4X4 n A1//4 6> L 4X6 T4 6. 41 m3010 m4X6 1113X4 W V iJi3X6Li TS 6X10 ilil.5X4 4X10 =1OX1O H0308 30108 31012 4112 3' 104 514 6312 1112 3' 31012 808 1108 11'0"12 207" 261012 27'0"8 30108 15512 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT: NA PP Detection in bc L/defl LI# Gravity Non-Gravity TCDL; 18,00 Speed; 105 mph Pf; NA Ce; NA VERT(LL); 0.347 I 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.807 I 459 180 X 1428 I- 1- /832 /5 /183 BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.063 A - - P 1443 /- I- /847 Des Ld; 46.00 EXP;C Kzt;NA '-tORZ(TL); 0.147 A - - Wind reactions based on MWFRS NCBCLL; 10.00 Mean Height; 24.50 ft Building Code; Creep Factor; 2.0 X Brg Wid = 3.0 Mm Req = 1.5 (Truss) Soffit; 2.00 TCDL 108 psf CBC 2022 Max TC CSI; 0.836 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration; 1.25 BCDL 48 psf MWFRS Parallel Dist 0 to h/2 TPI Std; 2014 Max BC CSI; 0.554 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i. Spacing; 24.0" C&C Dist a; 6.50 ft Rep Fac; Varies by Ld Case Max Web CSI; 0.660 Members not listed have forces less than 375# Loc. from endwall; Any FT/RT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi; 0.18 Plate Type(s); Chords Tens.Comp. Chords Tens. Comp. Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01.02.0731.17 Lumber Wind A-B 371-2186 H - I B-C 363-2187 I - K 86 -1326 226 -1426 Top chord 2x4 DF-L #1&Bet.(g) T3, Wind loads based on MWFRS with additional C&C C - E 773 -4817 J - L 45 -1113 T4 2x4 DF-L #2(g); member design. D - H 173 -1487 K - N 214 -1567 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 784 -4905 L - M 44 -1051 Webs 2x4 DF-L Standard(g) W2,W6,W17, W18 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - G 779 -4878 N-0 179 -1867 Lumber shall be dried to a maximum moisture content Purlins of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp. Plating Notes all flat TC @ 24' oc. Brace interior top chords of all trusses W - V 3981 -417 T - S 3672 -408 Connectors in green lumber (g) designed using with purlins at 24" 0/c. V - U 3981 417 S - R 3645 -404 NDS/TPI reduction factors. U - T 3672 -408 R - Q 2029 -182 All plates are 1.5X3 except as noted. Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. A - X 262 -1390 U - G 1316 -150 Truss checked for 300# movable concentrated load A - W 2553 437 G - H 181 -783 along Top Chord, nonconcurrent with design gravity W - B 117 432 G - J 194 -1075 loads. W-C 340-2053 G-R 293 -1365 Truss checked for 250# movable concentrated load , cfESS, 538 -61 C-Y 1098 -144 J-R along Bottom Chord, nonconcurrent with design 493 -51 D-E 175-1125 R-M gravity loads. D-G 2016 -267 M-N 118 -383 Y-E 70 -406 M-Q 117 -657 or Y-U 931 -114 0-0 1834 -140 flpftr,fir.n Mn ri cennc U-F 118 -703 0-P 130 -1391 Max JT VERT DEFL; LL; 0.27" DL; 0.40". See detail DEFLCAMB1014 for camber recommendations. 05/09;2024 1 Provide for adequate drainage of roof. C1 I Op CAU "VVAKNINt F5AU ANU NJLLUVV ALL NU E UN i t1i Ui'<AVViN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 82571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely nor the design shown. The suitabilifçi and use of this drawing for any sti'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: P 6852 JRef: 1XZ068520007 T575 AVIARA WEST APARTMENTS DrwNo: 129.241503.24835 Truss Label: VP JCJ / GWH 05108/2024 221013 261012 2114 17' 31012 808 1108 15512 19119 25312 30108 31012 4112 3' 454 4513 2415 31112 v5X6 D 12 T3 K m4 8 AX ~4X`10 L T4 II13X6 6X10 III1.5X4 4X10 mlox10 3X10 4X6 1113X4 H0308 30108 1 31012 31012 4112 ' 104 514 6312 1112 3' 808 1108 11'0"12 207' 261012 27'08 30108 15512 '1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.292 D 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.664 D 557 180 X 1428 /- I- /832 /6 /183 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.062 A - - P 1443 /- I- /847 I- I- EXP:C Kzt:NA Des Ld: 4600 _________________ HORZ(TL). 0.145 A - - Wind reactions based on MWFRS Mean Height. 24.50 ft NCBCLL 1000 Building Code: Creep Factor: 2.0 X Brg Wid = 30 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.584 P Brg Wid = 5.5 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.546 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 6.50 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.816 Members not listed have forces less than 375# Loc. from endwall' Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Corr Wind Duration. 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Wind A-B 374-2186 H - I 87 -1 B-C 365-2187 I - K 203 -12 Top chord 2x4 DF-L #1&Bet.(g) T3, Wind loads based on MWFRS with additional C&C C - E 780 -4823 J - L 86 -1378 T4 2x4 DF-L #2(g); member design. D - H 163 -1401 K - N 197 -1520 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 791 -4910 L - M 79 -1286 Webs 2x4 DF-L Standard(g) W2,W6,W16, W18 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - G 787 -4883 N -0 169 -1810 Lumber shall be dried to a maximum moisture content Purlins of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp Plating Notes all flat TC @24 oc. Connectors in green lumber (g) designed using Brace interior top chords of all trusses W - V 3980 -422 T - S V - U 3980 -422 S - R 3723 -422 3697 -418 NDS/TPI reduction factors. with purlins at 24" 0/c U - T 3723 -422 R -0 1910 -152 All plates are 1.5X3 except as noted. Loading Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. A - X 263 1396 U - G 1266 -143 Truss checked for 300# movable concentrated load A - W 2553 -440 G - H 147 574 along Top Chord, nonconcurrent with design gravity W - B 117 -433 G - J 246 -1429 loads. W-C 343-2052 G-R 264 -1166 Truss checked for 250# movable concentrated load 424 -32 C-Y 1105 -148 J-R along Bottom Chord, nonconcurrent with design 827 -20 D-E 174-1104 R-M gravity loads. D-G 1909 -255 M-Q 108 -616 Y - E 70 -400 0-0 1762 -126 Purlins Y-U 941 -118 0-P 131 -1397 In lieu of structural panels use purlins to brace all flat No. C 5 005 U-F 118 -690 TC @ 24' oc. Deflection 5/09/2024 0 Max JT VERT DEFL: LL: 0.27 DL: 0.40. See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof WARNIN3' KEAL) AND 1-OLLOW ALL NOTES ON 'I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider 01 Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of rtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITt/V Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usrrwconpusr truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of m 155 Harlem Ave drawing for any st1ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520007 T580 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.19960 Truss Label: VQ JCJ / GWH 05/08/2024 22108 261012 4011 17" 31012 808 1108 15109 18813 25'312 3.V 08 31012 4112 3' 4101 2114 254 31112 m5X6 D 14X — 3X4 12 A —4X10 19 Q TZ 1L W2 W 1113X6 —_6X10 1111.5X4 4X10 m10X10 =H0308 4X8 =4X6 1113X4 30108 310012 4112 3'5'14 6312 27/0 11"2 3' 3112 808 1108 11'/012 207' 261012 8 30108 37. 15'512 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 6.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3, T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W6,W17, W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.274 D 999 240 Loc R+ I R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.628 0 590 180 Z 1428 I- I- /831 /3 /183 Snow Duration: NA HORZ(LL): 0.058 A - - R 1443 I- I- /848 I- I- HORZ(TL): 0.135 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Z Brg Wid = 3.0 Min Reg = 1.5 (Truss) CBC 2022 Max TC CSI: 0.621 R Brg Wid = 5.5 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.558 Bearing R is a rigid surface. Bearing Z Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.844 Members not listed have forces less than 375# FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 Wind A - B 369 -2185 I - J 278 -1642 B-C 361 -2186 J - N 273 -1766 Wind loads based on MWFRS with additional C&C C - E 763 -4797 K - L 493 -182 member design. D - H 164 -1457 L - M 11 -862 End verticals not exposed to wind pressure. E - F 775 -4889 M-0 23 -640 Wind loading based on both gable and hip roof types. F - G 770 -4861 N - P 229 -1813 H - I 77-1223 P - Q 184 -1895 Purlins In lieu of structural panels use purlins to brace Maximum Bot Chord Forces Per Ply (Ibs) all flat TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Brace interior top chords of all trusses with purlins at 24" 0/c. Y - X 3984 413 V - U 3549 -384 X-W 3984 -413 U-T 3520 -380 W-V 3549 -384 T-S 1895 -167 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 261-1396 G-H 182 -855 A-Y 2553 -435 G-L 163 -820 Y-B 115 -431 G-T 304 -1505 Y-C 338-2057 J - K 379 -37 .SSi C-M 1076 -138 L-T 591 -68 00 D-E 181-1178 T-0 420 -156 D-G AA-E 2002 -259 72 -421 0-P 0-S 120 116 -461 -647 AA- W 903 -108 S - Q 1884 -146 No. C 58005 W-F 122 -736 Q-R 133 -1404 W-G 1435 -166 05/09/2024 * \b fV r CAOF&O **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, ffi'r safety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections 83, B7, or B1 0, as applicable. Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional noinering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T361 AVIARA WEST APARTMENTS DrwNo: 129.24.150319007 Truss Label: WA JCJ / GWH 05/08/2024 111111 6412 1 11415 1 12 1 19'2"11 33810 1'11"1 451 503 5213 2'6"1 14515 188" I 4713--) - 5815 -H 3984 51110 12 r. a 3X4 III 1.5X4 3X6 m3X6 114X6 H 3X4 K 5X6 N P m6X6 R =4X6 V I i I III4X J M 0 Q S T U W fi 4J''1 1,1' i I 1114X4}— 4'10—=' 11106 m3X4 m3X10 32312 2194 mH0308 m3X10 m6X6 1413 3811 524 m4X4 m44 13X6 748 438 3312 2194 23'"1 2610121 321" 3648 39'8"4 '121 3710" Tr Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.157 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.387 H 999 180 AG 1347 /- /- /789 /- /119 BCDL 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.034 B - - Y 3243 /- /- /1913 EXP: C Kzt: NA Des Ld: 4 8.00 HORZ(TL): 0.084 B - - W - /-845 /- /- /424 /- Mean Height 24.82 ft NCBCLL: 0.00 Building Code: Creep Factor 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI. 0.857 AG Brg Wid = 5.5 Min Reg = 1.5 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist. 010 h/2 TPI Std: 2014 Max BC CSI: 0.545 Y Brg Wid = 5.5 Min Reg = 3.1 (Truss) W Brg Wid = 2.8 Mm Reg = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.97 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.894 Bearing AG is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings Y & W Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) Negative reaction(s) of -845# MAX. from a non-wind A - B 51 -524 I - J 34 -2493 Bot chord 2x4 DF-L #1&Bet (g) load case requires uplift connection. See Maximum B - C 19 -1998 J - L 35 -1703 Webs 2x4 DF-L Standard(g) W16 2x4 DF-L #2(g); Reactions. C - D 0 -2670 L - M 35 -1703 Lumber shall be dried to a maximum moisture content Purlins D - E 0 -2536 Q- S; 2293 35 of 19% prior to installation. In lieu of structural panels use purlins to brace E - F 38 -2510 S - T 2293 -35 Plating Notes all flat TC @24" oc. F - G 38 -2510 T - U 898 -27 Connectors in green lumber (g) designed using Brace interior top chords of all trusses G - l 34-2493 NDS/TPI reduction factors with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted Chords Tens.Comp. Chords Tens. Comp. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning AF-AE 557 -135 AB-AA 1826 -49 requirements. AE-AD 2071 -102 Z-Y 19 -2084 AD-AC 2697 -45 Y-X 17 -935 Loading AC-AB 1826 -49 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design Maximum Web Forces Per Ply (Ibs) gravity loads. Webs Tens.Comp. Webs Tens. Comp. Purlins ESSI A -AG 0 -1352 K- L 63 -378 A-AF 1242 0 M-Z 84 -1461 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. AFB 16-1087 Z-Q 2711 -37 B-AE 1771 0 N-O 72 -416 Wind AE-C 42 -939 Q-Y 96 -1978 C732 0 Y 14 -AD -T Wind loads based on MWFRS with additional C&C member design. No. C 58005 -1775 AC- J 946 0 R - S 87 -512 Left end vertical exposed to wind pressure. Deflection 1*1 G-H 86 -422 T-X 959 0 meets L1360. 05/09/2024 J -AA 79 -970 X - U 24 -1218 Right end vertical not exposed to wind pressure. CIVI / AA- M 1861 -29 U - W 869 0 Wind loading based on both gable and hip roof types. Op ' CAU WAKNIN( AU AND i-OLLOVV ALL NO i bS ON i 111ti DNAWIN(d1 inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handliqg, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) or safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the es MN csepu truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV - Cust: R 6852 JRef: 1XZ068520007 T362 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.23366 Truss Label: WB JCJ / GWH 05/08/2024 31111 9015 13415 14'1'1O 21211 2510 3984 31111 514 44" 1'5'1 641 475 13104 5X6 111 1.5%26 ) 1111.5X4 3X - 1114X64X4 5X6 =3X6 FH N 4X4 T K 4 3X4 34 4X4 3X8 1. GIJ LM 0 R S III4X6 - A ;j: VNNlal /V N ADMf- A B AA Z Y X V U 11104 4X 0 563 X4 m3X4 m4X4 m4X12 4X4 1113X6 HOW 32312 748 9015 18114 34" 3312 9015 141Oil0 3308 3648 3984 - 3612 I 3510" Tr Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.127 D 999 240 Loc R+ / R- / Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.312 D 999 180 AD 1365 I- I- /804 I- /137 BCDL: 10.00 Risk Category: ii Snow Duration: NA HORZ(LL): 0.028 B - - W 3087 I- I- /1820 I- I- EXP: C Kzt: NA Des Ld 4800 '-IORZ(TL): 0.069 B - - U - /-705 1- I- /340 Mean Height: Height: 25.15 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.746 AD Big Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 60 psf TPI Std: 2014 Max BC CSI: 0.544 W Big Wid = 5.5 Min Req = 2.9 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 010 h12 U Brg Wid = 2.8 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.97 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.814 Bearing AD is a rigid surface. Loc. from endwall: Any FTIRT:8(0)/10(0) Bearings W & U Fcperp = 625p5i. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C A - B 47 -1092 j - L 10 -495 Bot chord 2x4 DF-L #1&Bet.(g) member design. B - C 61 -1963 L - M 10 -495 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection C - D 16 -2152 M-0 1606 -35 Lumber shall be dried to a maximum moisture content meets U360. D - E 96 -2156 0-0 1606 -35 of 19% prior to installation. Right end vertical not exposed to wind pressure. E - G 54 -1834 Q - R 1696 -35 Wind loading based on both gable and hip roof types. G - l 56-1843 R-S 573 -25 I Bracing - 10 -495 (a) Continuous lateral restraint equally spaced on Purlins member. In lieu of structural panels use purlins to brace Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes all flat TC @ 24" oc. Chords Tens. Comp. Chords Tens.Comp. Connectors in green lumber (g) designed using Brace interior top chords of all trusses with purlins at 24" 0/c AC-AB 2134 -106 V - X 1796 -64 NDS/TPI reduction factors. AB-AA 2338 -48 X - W 408 -15 All plates are 1.5X3 except as noted. AA- Z 2338 -48 W - V 22 -641 (**) 1 plate(s) require special positioning. Refer to Z-Y 2338 -48 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-AD 0-1343 X-M 1102 0 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design ovo A -AC 1326 0 0-1401 AC-C M - W 60 -2523 W16 -R -1383 gravity loads. E-Y 0 -744 O-W 86 -515 Purlins F - G 104 -485 P -0 196 -618 In lieu of structural panels use purlins to brace all flat No. C 58005 V-I 551 0 R-V 832 0 TC @ 24" oc. l-X 63-1868 V-S 38 -967 '* 11 K-L 86 -495 S - U 731 0 Additional Notes 05/09/2024 Negative reaction(s) of -705# MAX. from a non-wind CIV load case requires uplift connection. See Maximum OP Reactions. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS BCSI of (Building 275 West Rider St Perris CA 92571 bracing. Refer to follow the latest Trusses require extreme care in fabricating, handlina shipping installing and and edition Component Safety Information by TPI an8'SBCA) fi'r salety practices orior to performing these functions. Installers shall provide temporary have (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous tateral restraint (CLR), installed with diagonal bracing inslalled the CLR BCSI sections B3, 87, or 810, as applicable Aoply plates to each face oflruss and position as 1446111111., on per shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for information. PINE page additional Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing any failure tru ANSI/IPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina in conformance with to build the or cover page ANMCOW- listing this drawina indicates acceptance of professionI enoineering responsibility solelylor the design shown. The suitabilifi and use of mis drawing for any st'r'ucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpinei.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 onents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page :e of professional engineering responsibility solely-for the design shown. The suitability and use of this ibility of the Building Designer per ANSI/TPI 1 Sec.2. as: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 X2068520007 T363 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.20960 Truss Label: WC JCJ / GWH 05/08/2024 5103 991 1537 1T13 21'6"f 2484 2884 321" 3848 3984 5103 31015 565 1'93 2'0 3112 4' 3412 438 3312 3X4 12 W2 T 1113X4 \54X6 3X4 4X10 = 8X8 =6x10 4X6 . 4X6 1113X6 4X6 lll15X3() H0308 4X12 323 IT 12 i 748 5'6 6615 485 214 4 4' 3412 438 3312 56" 10" 12415 1713 19'2" 2484 2884 321" 3648 3994 1512 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.226 E 999 240 Loc R+ / R- / Rh / Rw / U I RL AG 1295 I- I- /204 I- /93 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.546 E 711 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL). 0.061 B - - W 3413 I- I- /60 /13 I- Des Ld: 48.00 EXP:C Kzt:NA _________________ HORZ(TL): 0.147 B - - U - /-1014 I- /6 /28 I- Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit 2.00 TCDL 108 psf BCDL 60 psf CBC 2022 Max TC CSI: 0.805 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI: 0.543 W Brg Wid = 5.5 Min Req = 3.3 (Truss) U Brg Wid = 2.8 Min Req = 1.5 (Truss) Spacing: 24.0 C&C Dist a 3.97 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.837 Bearing AG is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings W & U Fcperp = 625psi. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE, HS Maximum Top Chord Forces Per Ply (Ibs) Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Wig, W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Additional Notes Negative reaction(s) of -1014# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. p a any forrr Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Brace interior top chords of all trusses with purlins at 24' 0/c. No: C 58005 * 05/09/2024 OF CAU * Chords Tens.Comp. Chords Tens. Con Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AF-AE 1201 -314 AA-Z 2827 -441 AE-AD 1221 -313 Z-Y 1121 -199 AD-AC 2110 -336 Y-X 1121 -199 AC-AB 2802 -438 X-W 449 -3289 AB-AA 2827 -441 W -V 205 -1361 org Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. !A-AG 67-1292 L-Z 165 -789 A-AF 1375 -21 Z-0 1934 -294 D-AE 18 -548 M-N 80 -861 D-AD 958 -53 0-X 408 -2699 E-F 1 -394 X-R 2573 -365 G-AC 124 -768 R-W 212 -1798 AC-1 1767 -270 W-S 324 -2711 AC-K 278 -1796 S-V 1202 -170 I - K 330-2293 V-T 253 -1672 K-N 755 -121 T-U 1039 -164 Inland Empire Truss 275 West Rider St Ferris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor A - B 132-1328 K-L 446 -2791 B-C 133-1102 L-M 452 -2821 C-E 137-1192 M-0 449 -2774 D-F 53-1050 0-P 1334 -165 E-H 142-1187 P-Q 1333 -160 F-G 75 -933 Q-R 1337 -160 G-H 77 -600 R-S I - I- I 3511 -475 176-1545 S-T 1230 -186 I - J 32 -424 648 Loading Criteria (p58) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.71 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&13et.(g) Webs 2x4 DF-L Standard(g) W14,W16, W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Ply: I Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T364 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.17632 Truss Label: WD JCJ / GWH 05/08/2024 1737 20' '4 2484 124 3112 6811 I0S7 13915 15103 196" 21 "8 2884 32108 6811 3913 337 204 229 104 4' 424 III i. 54 4X6 a) m4t O4hhhlH2W1 m4 !6Wt m4 A AA 111454 m4X)3' 4115 'H 6X16 8X12 III1.5X3 --4X8 __6x6 III3X6 1111. 5X3 1111. 5X3 m4X12 32108 - 1057 4212 4'54 5512 4' 424 1067 1493 1928 2484 2804 32108 152" 114" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: N VERT(LL): 0.395 G 998 240 Loc R+ R- Rh /Rw /U /RLA / / Lu: NA Cs: NA VERT(CL): 0.953 G 414 180 AA 1590 I- I- /235 I- /104 Snow Duration: NA HORZ(LL): 0.097 F - - S 1580 1- I- /31 /8 1- -IORZ(TL): 0.233 F - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AA Brg Wid = 5.5 Min Req = 1.7 (Truss) CBC 2022 Max TC CSI: 0.903 S Brg Wid = 2.8 Min Req = 1.7 (Truss) TPI Std: 2014 Max BC CSI: 0.949 Bearing AA is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.831 Bearing S Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE IVIEW Ver: 23.01.02.0731.17 Wind A-B 1 58 -1752 H - L 419 -33 B-C 173-1592 l-J 759 -5887 Wind loads based on MWFRS with additional C&C C - D 190 -2327 J - M 752 -5846 member design. D - E 224 -1856 M-0 757 -5889 Left end vertical exposed to wind pressure. Deflection D - F 2 - 541 0 - P 578 -4380 meets L1360. E - H 383 -28 P -0 301 -2341 Right end vertical not exposed to wind pressure. F - G 1 -470 Q - R 301 -2338 Wind loading based on both gable and hip roof types. G - K 45 -687 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z - Y 2303 -262 W - V 6657 -839 Y-X 2596 -288 V-U 4519 -603 X-W 6581 -829 U-T 2512 -326 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AA 87-1535 I-V 126 -1208 A-Z 1738 -39 V-0 1618 -187 Z-C 44-1099 0-U 162 -1098 C-Y 444 -29 U-P 2199 -302 Y-E 38 -439 P-T 196 -1429 E-X 1758 -227 T-R 2762 -358 E - I 334-3144 R-S 180 -1540 X-I 579-4256 No: C 58005 * 05 Civil- 0 P /09/2024 * VV1kKNINL i-(bAL) AND i-OLLOW ALL NO I tZ5 ON I hiS L)I<AWINO1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme ca-e in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffi'r sa ely practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of Iruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usewces,punn Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover page I listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code. CBC 2022 TPI Std: 2014 Rep Fac' Varies by Ld Case FT/RT:8(0)I10(0) Plate Type(s). Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL)' 0.867 K 454 240 VERT(CL): 1.122 K 351 180 HORZ(LL): 0.262 H - - HORZ(TL): 0.339 H - - Creep Factor: 2.0 Max TC CSI: 0.549 Max BC CSI: 0.948 Max Web CSI: 0.989 VIEW Ver: 23.01 .02.0731.17 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520007 1365 AVIARA WEST APARTMENTS DrwNo: 129.24 1503.20382 Truss Label: WE JCJ / GWH 05/08/2024 I ' 2 Complete Trusses Required 41011 I 828 111115 1783 1917 2410' 2894 32'IO"8 3313 3•97 I 5'84 I 1'5" I I 3104 I 4'24 I Ill 53 12 ii -BX16 1111 5X3 T6 1I Al 6 T11' 12 F2 111308 4010 4X4 5X6 1181314 =81019 B2 _3X8 =8810 - A. 8I'6 14812 ill IIIl5X3 1111,5X3 111306 4010 3710"S 468 38 397 2'94 48 18 4112 4112 31012 468 828 171715 1403 18'1191 208* 2412" 281112 32108 I F' 201712 I 378 I 6'34 201112 i 788 424 -'---H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C KztNA Des Ld: 48.00 Mean Height: 24.70 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Loading Top chord 2x4 DF-L #2(g) T6 2x6 DF-L SS(g); Truss checked for 300# movable concentrated load Bot chord 2x10 DF-L #2(g) Bi along Top Chord, nonconcurrent with design gravity B2 2x6 DF-L SS(g); loads. Webs 2x4 DF-L Standard(g) W17,W19, W21 2x4 DF-L #2(g); W18 2x6 DF-L #2(g); Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design Lumber shall be dried to a maximum moisture content gravity loads. of 19% prior to installation. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc RI- / R- / Rh / Rw /U / RL AB 2845 I- /2500 /886 /630 /1550 R 5321 /-2233 I- /2509 /2174 Wind reactions reactions based on MWFRS AB Brg Wid = 5.5 Min Req = 1.5 (Truss) R Brg Wid = 2.8 Min Req = 2.8 (Truss) Bearing AB is a rigid surface. Bearing R Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 340-1410 J - L 4105-10 B-C 320-1309 L-M 4087-10_.. C-D 661 -2406 M-0 4086 -10249 D - E 985 -3223 0 - P 2272 -4797 E-F 1001 -3262 P-Q 2212 -4725 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 ac. Bat Chord: 1 Row @ 8.00' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.1.60 / Plate Dur Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 4.89 TC: From 76 plf at 4.89 to 76 plf at 32.88 BC: From 20 plf at 0.00 to 20 plf at 3288 PLB: 5000 lb Conc. Load at (24.60,20.74) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. NoC 58005 * 05/09/2024 OF CAUVO~ * AB-AA 1255-1244 W-V 11056 -4111 AA-Z 2342 -638 V-U 11217 -4173 Z-Y 3167 -960 U-T 9736 -4614 Y _X 3708 -1227 T -S 9377 -4798 X-W 3708-1227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp A -AB 325 -1400 U -AD 1345 -173 A -AA 1573 -387 AC- U 1089 -431 PA-C 480-1561 AD-AE 1313 -174 C-Z 954 -338 AE-O 1482 -300 Z-D 474 -1205 AE-AF 395 -500 D-Y 821 -460 0-AF 1819 -1767 Y - F 573 -929 0-AG 2309 -4875 F-W 3116-1184 AF-AG 914 -867 F - J 1475 -4470 AG-AH 2884 -5196 W-J 3057-7784 AH-S 3015 -5351 J-V 231 -523 S-Q 5446 -2550 J - U 161 -1329 Al-S 167 -425 L-AC 1097 -439 Q-R 1129 -2621 "WAKNIN5 I<LAD AND !-OLLOVV ALL NO I t:6 ON I Nib Dt<AWIN(il inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 IComponent Safety Information by TPI and fabricating, handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 Ibracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathmn9 and bottom chord shall have a properly lattached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous iateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 1truss and position as Il* * Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..i i...pi rJ E I Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the 4srra8C.8888V I truss Wi conformance with ANSIITPI I or for handling, shipping installation and bracin9 of trusses. A seal on this drawina or cover pace I listing this drawino indicates acceptance of professional enaineehng responsibility solely -for the design shown. The suitabili' and use of this 155 Harlem Ave Idrawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA. sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23855 / SPEC Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T365 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129 24.1503.20382 Page 2 of 2 Truss Label: WE JCJ / GWH 05/0812024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2233# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No "G 58005 * 05/09/2024 * CIVIL (OF CALA y5 • 5LJ P,INU ULLUVV P,LL NU I r_0 L)iN 11`1110 L)rVVVIP4I,i Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of CSl (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have prqperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections 83, B7, or B10, as applicable. Apply plates to each face of truss and position as .. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilitS, and use of this HarlemAve drawing for any srructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Gust R 6852 JRef 1XZ068520007 T366 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.23523 Truss Label: WE JCJ / GWH 05/08/2024 > 2 Complete Trusses Required 21011 91115 15012 196" 2410" 2884 32108 21011 714 510,113 454 4112 3104 424 III 1.5X3 66X8 T 12 ItI1.5X3 \\\3X10 5X4 I i I "7I V U 81T 1113X8 =06 5X6 4X6 Hl324 Ill4X6 W12 0.5 12 III1.5X3 86 T4 wi a 0 IN 4X10 32 8X10 = X16 III4X12 H1019 III 1.5x4 IIl1.5X3 =3X8 32108— 23" 6615 485 438 4112 4112 31012 23" 1047 10012 1944 2410" 281112 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.903 I 436 240 Loc R+ I R- / Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.167 I 337 180 W 2845 I- /2500 /886 /630 /1550 BCDL: 10.00 Risk Category Il Snow Duration: NA HORZ(LL). 0.259 I - - N 5321 /-2234 I- /2509 /2174 I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.335 I - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 Building Code' Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL' 10.8 psf Soffit' 2.00 CBC 2022 Max TC CSI. 0.950 N Brg Wid = 2.8 Mm Req = 2.8 (Truss) BCDL 6 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std 2014 Max BC CSI: 0.968 Bearing W is a rigid surface. Bearing N Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.927 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Loading A-B 211 -913 F-G 1059 -3 B-C 311 -1336 H - J 4138 -10._. Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Truss checked for 300# movable concentrated load C - E 303 -1303 J - K 4097 -10275 Bot chord 2x10 DF-L #2(g) Bi, along Top Chord, nonconcurrent with design gravity D - E 660 -2076 K - L 2273 -4797 B2 2x6 DF-L SS(g); loads. E - F 945 -3271 L - M 2212 -4725 Webs 2x4 DF-L Standard(g) W9,W11,W12,W17, Truss checked for 250# movable concentrated load W19 2x4 DF-L #2(g); W16 2x6 DF-L #2(g); along Bottom Chord, nonconcurrent with design Lumber shall be dried to a maximum moisture content gravity loads Ply (Ibs) Maximum I Chord Forces Per of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing Purlins W-V 1252-1248 S-R 11195 -4224 In lieu of structural panels use purlins to brace V - U 1669 -685 R - Q 11277 -4257 (a) Continuous lateral restraint equally spaced on all flat TC @ 24" oc. U - T 1881 -629 0 - P 9731 -4613 member, Brace interior top chords of all trusses T - S 3279 -937 P-0 9372 -4797 Nailnote with purlins at 24" 0/c. Nail Schedule:0.131"x3", mm. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Webs Tens.Comp. Webs Tens. Comp. BotChord: 1 Row @800"o.c. A-W 329 -1445 J-X 1434 -582 Webs .1 Row @ 4"o.c. Use equal spacing between rows and stagger nails A-V 1399 -328 Q-Y 1334 -159 in each row to avoid splitting. V - B 235 -971 X -0 1427 -573 B-U 1524 -359 Y-Z 1301 -161 Special Loads U-D 397-1523 Z-K 1493 -301 (Lumber Dur.Fac."1.60 I Plate Dur.Fac.1.25) D - T 1894 -607 Z -M 396 -497 TC: From 78 plf at 0.00 to 78 plf at 4.89 - C - D 49 -421 K -M 1834 -1769 TC: From 76 plf at 4.89 to 76 plf at 32.88 T-F 186 -389 K-AB 2308 -4871 BC: From 20 plf at 0.00 to 20 plf at 32.88 914 -866 F-S 82 -447 AA-AB PLB: 5000 lb Conc. Load at (24.60,20.74) No. C 58005 2882 -5189 S-G 3358 -1152 AB-AC S - H 3436 -8697 AC- 0 3013 -5344 Plating Notes \\ *\ 05/09/2024 1 1' G - H 1270 -3876 0-M 5446 -2550 Connectors in green lumber (g) designed using H-R 275 -616 AD-O 166 -426 NDS/TPI reduction factors. ' CIV 41 H-Q 288 -1543 M-N 1129 -2621 All plates are 3X4 except as noted. OF 1.25 plate duration factor used. ***** **WARN11145** ttEAU ANti hOLLOW ALL NO! ES ON I HIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St I Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable ADPIY plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 41 1._Pi E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the sncnev I truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawin or cover pa 1e listing this drawina indicates acceptance of professional .enaineering responsibility solelylor the design shown. The suitabilityand use of is 155 Harlem Ave I drawing for any sf1'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites' Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq, AWC: awc.ora Glenview, IL 60025 SEQN; 22843 / SPEC ly; 2 Job Number: R3444W_DV Cust; R 6852 JRef: 1 XZ068520007 1366 FROM: Qty AVIARA WEST APARTMENTS DrwNo; 129.241503.23523 Page 2 of 2 Truss Label: WF JCJ / GWH 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 1J360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2234# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# NoC 58005 * 05/09/2024 OF I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (851)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General j ri E I Notes page for additional information. ALPINE lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usinwCOMPANY truss in conformance with ANSI] 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing, or cover pa'e 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of is Idrawing for any st'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites; Alpine; aIpineitw.com TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1X2068520007 1367 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.24368 Truss Label: WG JCJ / GWH 05/08/2024 388 245 867 1047 15012 196" 20'f"4 2410 2884 32'lOS 4815 I 1101 485 45•4 124 4112 3'10"4 4'2"4 6X6 I cD T3GW9lal4X, 4 0 2 __ T4 L 4I63io wl 11104 5X6 4X4 6X16 4X12 6X10 1113X6 4X6 5X6 1OX12 32108 288 6615 485 438 141 4112 3104 38 31012 388 1047 18012 1944 2084 2410" 2884 '1l"12 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 1800 Speed: 95 mph Pf: NA Ce. NA VERT(LL). 0.392 I 999 240 Loc R1 I R- / Rh I Rw /U / RL BOLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.947 I 416 180 W 1593 I- /- /55 I- /61 BCDL: 10.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.129 B - - N 1587 I- I- /4 /3 /- EXP'C Kzt:NA HORZ(TL): 0.311 B - - Des Ld: 48.00 Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 000 Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Mm Req = 1.7 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.834 N Brg Wid = 2.8 Mm Req = 1.7 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h12 TPI Std: 2014 Max BC CSI: 0.976 Bearing W is a rigid surface. Bearing N Fcperp = 625p5i Spacing: 24.0 ' C&C Dist a. 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.777 Members not listed have forces less than 375# Loc from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s)' Chords Tens.Comp. Chords Tens. Con Wind Duration. 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 99 -402 F-G 368 -2€ B-C 195-1605 H - J 1007 -61-- Top chord 2x4 DF-L #2(g) T3, Wind loads based on MWFRS with additional C&C o - E 160 -1441 J - K 1003 -6041 T4 2x4 DF-L #1&Bet.(g); member design. D - E 228 -1819 K - L 409 -2454 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 409 -3132 L - M 416 -2454 Webs 2x4 DF-L Standard(g) W5,W9,W12,W17, meets U360 W19 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Bracing V-U 465 -302 R-O 7003 -1172 U-T 1865 -439 Q - P 4466 -758 (a) Continuous lateral restraint equally spaced on T - S 3123 -546 P-0 4467 -758 member. S - R 6943 -1162 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp All plates are 1.5X3 except as noted. A - W 133 -1552 G - H 508 -3090 A-V 1424 -98 H - I 29 -375 Loading V-1382-1373 H - Q 249 -1553 Truss checked for 300# movable concentrated load ESSI B-U 1913 -154 J - Q 474 -64 along Top Chord, nonconcurrent with design gravity U-D 137-1484 Q-K 1782 -294 loads. D - T 1279 -108 K -0 388 -2301 Truss checked for 250# movable concentrated load L-O 74 -450 C-D 1 -554 along Bottom Chord, nonconcurrent with design O-M 2868 -489 F-S 157 -863 gravity loads. S-G 2495 -405 M-N 270 -1546 No. C 58005 S - H 801 -4879 Purlins In lieu of structural panels use purlins to brace all flat 05/09/2024 TC@24"oc OFIC **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary Perris CA 92571 (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have croperlv attached structural sheathing and bottom chord shall attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), diagonal bracing inslalled the CLR BCSI B3, B7, B1O, Aoply to face iruss on per sections or as applicable plates each of and position as 11,641, have a properly installed with shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer to job's General plate positions. Notes page for additional information. i.....pi E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANMCOMMNY truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracino of trusses. A seal on this drawina listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability or cover paae and use of this 155 Harlem Ave North Building, 4th Floor drawing for any sfr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC' awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.83 ft NCBCLL: 0.00 TCCL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.05 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1 &Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWRS with additional C&C member design. Left end vertical exposed 10 wind pressure. Deflection meets LJ360. Right end vertical not exposed to wind pressure. Wind loading based on bcth gable and hip roof types. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T373 AVIARA WEST APARTMENTS DrwNo: 129 24.1503.25368 Truss Label: XA JCJ / GWH 05/08/2024 11111 8114 10'6"1 126111 18511 3068 1111 472 251 2' 51012 12013 . 5X3 54X4 IIl1.5X3 Il lii t1,5X3 4X6 4 5. iTT x 3088 8114 22410 8114 3068 2884 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.153 E 999 240 / / Loc R+ R- Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.375 E 976 180 X 1495 I- /- /876 /- /128 Snow Duration: NA HORZ(LL): 0.041 P - - P 1495 I- I- /878 I- I- '-tORZ(TL): 0.099 P - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.790 P Erg Wid = 5.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.646 Bearing X is a rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.968 Bearing P Fcperp = 625p5i. FT/RT:8(0)/1 0(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01 .02.0731.17 A - B 71 -621 F-G 126 -3116 Purlins B-C 72 -578 G-H 126 -3116 In lieu of structural panels use purlins to brace C - D 84 -1468 H - J 123 -3098 all flat TIC @ 24" oc. D - E 49 -3208 J - L 91 -2127 Brace interior top chords of all trusses E - F 125 -3147 L - M 91 -2127 with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1317 -170 S-R 3232 -134 V-U 2721 -170 R-Q 3164 -138 U-T 2721 -170 0-P 2143 -105 T-S 3232 -134 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 22-1468 H - I 81 -464 A-W 1344 -23 J-Q 45 -1194 W-C 44-1568 K-L 136 -570 C-V 1036 0 Q-M 771 0 V-D 21-1619 M-P 126 -2495 D-T 679 0 No .'C 58005 * 05/09/2024 IVII AIF * WAKNIN( K/\U AND I-OLLOVV ALL NO I 1=6 ON I HIZ5 L)I4.AvviNu! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. unless noted otherwise, top chord shall have oroperly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint or webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as 1406111141, I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 'truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae Ilisting this drawina indicates acceptance of professional enainering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq - - Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRet:1XZ068520007 T372 AVIARA WEST APARTMENTS DrwNo: 129.24150324149 Truss Label: XB JCJ I GWH 05/08/2024 31111 8114 12615 20511 3065 31111 423 451 71012 10013 T "Iv iii 1.5X3 iii .5X3 1111.5X3 _N11 1111.5X4 N 3068 3'5" 4814 168" 5811 3'5" 6114 24913 3066 H- 3612 2684 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 25.16 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h12 Spacing: 24.0" C&C Dist a: 3.05 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors All plates are 3X4 except as noted (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.116 I 999 240 Loc R+ /R- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.284 I 999 180 V 1496 I- I- /878 I- /146 Snow Duration. NA HORZ(LL): 0.033 0 - - 0 1496 I- I- /879 I- I- IORZ(TL): 0.081 0 - - Wind reactions based on MWFRS Building Code Creep Factor: 2.0 V Erg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TIC CSI: 0.792 0 Erg Wid = 5.5 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.652 Bearing V is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.845 Bearing 0 Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01 .02.0731.17 Purlins A-B 69-1201 E-F 102 -21 B-C 76-1104 F-G 102 -2L. In lieu of structural panels use purlins to brace C - D 51 -2738 G - H 82 -1835 all flat TC @24" oc. D - E 24 -2643 H - J 79 -1818 Brace interior top chords of all trusses with purlins at 24" 0/c. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U-T 2269 -171 R-Q 2763 -135 T-S 2269 -171 Q-P 2629 -110 S - R 2763 -135 P-0 1827 -91 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 22-1470 H - I 76 -436 A-U 1463 -9 P-J 745 0 U-C 30-1524 J-0 112 -2231 C-S 648 0 K-L 115 -484 G-P 29-1013 No C 58005 * 05/09/2024 CIV OF --yvMrcrllrlu-- rctiu fr'JL) r-ULLuvV ALL NU I CO UN I niio L)rVVINtj! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices oriorto performing these functions. Installers shall provide temporary. (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of'truss and position as 1-4111111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..i i...pi E Notes page for additional information. Alpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usnwconpsev truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paqe listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabili and use of s 155 Harlem Ave drawing for any str'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA. sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520007 T371 AVIARA WEST APARTMENTS DrwNo' 129.24.1503.24038 Truss Label: XC JCJ / GWH 05/08/2024 31111 8114 12615 20511 3068 31111 423 451 71012 10013 1111. 1 . 5X3 I1I1.5X3 5X3 4X6 1II1.5X4 I Ti "Iv 4A15 1111.51,3 ....... 3068 3'5" 4814 168" 5811 3'S" 8114 24913 3068 I- 3612 I 2684 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.116 I 999 240 Loc R+ / R- / Rh / Rw /U / RL V 1496 I- I- /878 I- /146 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.284 I 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.033 0 - - 0 1496 I- I- /879 I- Des Ld: 48 00 EXP: C Kzt: NA -IORZ(TL): 0.081 0 - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 25.16 It Creep Factor: 2.0 V Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL: 10.8 psf CBC 2022 Max TIC CSI: 0.792 0 Brg Wid = 5.5 Mm Req = 1.6 (Truss) Soffit 2.00 BCDL 6.0 psf TPI Std: 2014 Max BC CSI: 0.652 Bearing Visa rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing 0 Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.05 It Rep Fac: Varies by Ld Case Max Web CSI. 0.845 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) . Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 69-1201 E-F 102 -2601 Wind Duration: 1.60 WAVE, HS Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Brace interior top chords of all trusses with purlins at 24" 0/c. Lumber Top chord 2x4 CF-L #2(9) Bot chord 2x4 CF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 1J360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. B-C 76-1104 F-G 102 -2601 C - D 51-2738 G-H 82 -1835 D-E 24-2643 H - J 79 -1818 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U-T 2269 -171 R-Q 2763 -135 T-S 2269 -171 Q - P 2629 -110 S-R 2763 -135 P-0 1827 -91 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 22-1470 H - I 76 -436 A-U 1463 -9 P-J 745 0 U-C 30-1524 J-0 112 -2231 C-S 648 0 K-L 115 -484 G-P 29-1013 No: C 58005 * 05/09/2024 * I - **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fô'r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall haves properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. I Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uur,wcopum itruss in conformance with ANSI PI 1, or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pa 1e I listing this drawina indicates acceptance of professional enoineering responsibilitysolely-for the design shown. The suitability and use of is 155 Harlem Ave Idrawing for any srr'ucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I c,-,, infnrnrt1,rn the h nitc' Atnirw' qlninp.itw cnm' TPI' toinstoro: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ora Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Gust: R 6852 JRef. 1XZ068520007 T370 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.16366 Truss Label: XD JCJ / GWH 05/08/2024 31111 16 '15 2415 8" 5 161 9015 11612 1388 16' 2284 2684 30108 161 514 2513 2112 238 5'tV5 4' 424 12 3X4 111131IX4XIISRSI 4 3X4 —1.5X4 H IAX6 (a) 5 12" AF 01 tI I1104 04X6 H0308 m4X10 m6X10 m4X8 4X4 m6X10 1113X6 1114X6 111.5X3(**) mH0308 1612 503 30108 41113 4112 21112 4' 4' 424 6615 11612 1588 1884 2284 2684 30108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL. 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.282 Q 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.676 Q 547 180 AD 1503 I- I- /144 I- /82 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.082 E - - U 1489 I- I- /13 /5 I- EXP: C Kzt: NA Des Ld: 48.00 'ORZ(TL): 0.199 E - - Wind reactions based on MWFRS Mean Height: 24.51 ft NCBCLL. 0.00 Building Code: Creep Factor: 2.0 AD Big Wid = 5.5 Mm Reg = 1.6 (Truss) TCDL 108 psf ' Soffit: 2.00 CBC 2022 Max TC CSI: 0.799 U Brg Wid = 2.8 Mm Reg = 1.6 (Truss) BCDL 60 psf Load Duration. 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.589 Bearing AD is a rigid surface. Bearing U Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.09 It Rep Fac. Varies by Ld Case Max Web CSI: 0.930 Members not listed have forces less than 3754 Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 127 -576 J-M 170 -11 Lumber Wind B-E 148 -531 K-L 617 -3L. Top chord 2x4 DF-L #2(9) T2, Wind loads based on MWFRS with additional C&C C - D 199 -1915 L - N 634 -3559 TS 2x4 DF-L #1&Bet.(g); member design. D - F 241 -1865 N-0 638 -3568 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - G 143 -506 0- P 800 -4576 Webs 2x4 DF-L Standard(g) W17, meets U360. F - G 199 -1977 P - R 800 -4565 W23 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. G - H 369 -2365 R - S 393 -2274 Lumber shall be dried to a maximum moisture content H - I 179 -1172 S - T 399 -2272 of 19% prior to installation. Wind loading based on both gable and hip roof types. 1 -1 170 -1055 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Purlins No. 58005 In lieu of structural panels use purlins to brace \\ \. 1 all flat TC @ 24" oc. * 05/09/2024 Brace interior top chords of all trusses with purlins at 24" 0/c. C1 I Oir AC-AB 602 -319 Y-X 4179 -725 AB-AA 2306 -495 X - W 4179 -725 AA- Z 4098 -687 W - V 4179 -725 Z-Y 4124 -690 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 167-1493 K-Y 658 -158 A-AC 1340 -115 J - K 728 -136 AC-C 108 -1173 M-0 214 -1385 C -AB 1744 -178 Y -AF 536 -94 AA-H 874 -172 AF-R 677 -117 M-K 299-1988 R-V 369 -2181 H-AE 267-1492 V-T 2654 -470 AE- K 255 -1433 T - U 264 -1450 —WAKNINUwx KAU ANL) hOLLOW ALL NO I tZ5 ON I HiS IJI(AWiNU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) To'r safety practices prior to performing these functions. Installers shall provide temporar( 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a propery attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inaIIed on the CLR per _ permanent sections B3, B7, or B1O as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the VCOMSV truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing, or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tar the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfiiicture is the responsibility of the Build ingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.cornJCC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T369 AVIARA WEST APARTMENTS I DrwNo: 129.24.1503.21179 Truss Label: XE JCJ / GWH 05/08/2024 16'6"15 274 11111 7015 11612 16 1?'1" I 2284 2664 30106 1'11'11 514 4513 454 '11 3115 4 424 \\\H0310 3X4 H —,1.5X4 N 12 033X4 \5X6 T5 P I'T AB 1114X4 04X6 H0308 4X8 6X10 4X8 4X4 R 6X10 1113X4 1114X6 1II1.5X3(**) H0306 30108 1612 503 41113 4112 21112 4 4 424 1'6"1 i _ 6"15 11612 1588 1864 2284 2684 30106 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.274 J 999 240 Loc R+ / R- I Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.664 J 558 180 AA 1505 I- I- /891 I- /167 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 H - - R 1491 I- I- /891 I- I- EXP: C Kzt: NA HORZ(TL): 0.157 H - Des Ld: 48.00 Wind reactions based on MWFRS Mean Height: 24.51 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AA Brg Wid = 5.5 Min Reg = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.896 R Brg Wid = 2.8 Mm Reg = 1.6 (Truss) BCDL 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.575 Bearing ,4A is a rigid surface. Bearing R Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.993 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01. A-C 52 -587 G - I 129 -3320 Lumber Wind B - D 0 -1982 I - K 130 -3337 Top chord 2x4 DF-L #2(g) T3, Wind loads based on MWFRS with additional C&C C - D 59 -557 K - L 171 -4457 T5 2x4 DF-L #1&Bet.(g); member design. D - E 0 -2426 L -0 172 -4444 Bot chord 2x4 DF-L #1&Bet.(g) Left end vertical exposed to wind pressure. Deflection E - F 30 -2446 0- P 103 -2275 Webs 2x4 DF-L Standard(g) W14, meets L/360. F - H 15 -1313 P -0 110 -2272 W20 2x4 DF-L #2(9); Right end vertical not exposed to wind pressure Lumber shall be dried to a maximum moisture content of 19% prior to installation Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing Z-Y 639 -192 V-U 4198 -192 (a) Continuous lateral restraint equally spaced on Y - X 2444 -164 U - T 4198 -192 member. X-W 3515 -183 T-S 4198 -192 W-V 3537 -185 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to A -AA 0 -1515 G - V 1101 -5 scaled plate plot details for special positioning A - Z 1407 0 H - K 57 1540 requirements. Z- B 39 -1210 I-V 29 -434 B-Y 1839 0 V-AB 383 -50 Loading Y-E 57 -384 L-AB 23 -413 Truss checked for 250# movable concentrated load X-F 732 0 AB-O 538 -1 along Bottom Chord, nonconcurrent with design - G 58 -1354 0- S 92 -2202 gravity loads. F-G 84 -1316 -0 2654 30 Purlins No. C 58005 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. \ 05/09/2024 1*/I \\ io - -1452 Brace interior top chords of all trusses ' / with purlins at 24" 0/c CIV AUO# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St bracing. Refer to follow the latest BCSI Perris CA 92571 Trusses require extreme care in fabricating, handlina, shipping installing and and edition Component Safety Information by TPI anSBCA) f& safety pactices Drior to performing these functions. Installers shall bottom of (Building provide temporary (951(300-1758 have bracing per BCSI. Unless noteJ oTherwise, top chord shall have properly attached structural sheathing and chord shall Locations for lateral restraint of webs shall have continuous lateral restraint (CLR), a properly installed with attached rigid ceilina. shown permanent diagonal bracing insaIled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face oflruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer t' drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes for additional information. page Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN M COMPANY truss in conformance with ANSI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing, or cover page 155 Harlem Ave and use of I -for the design The mis listing this drawina indicates acceptance of professional engineering responsibility solely shown. suitability Idrawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1114X4 4X8 4X10 3X4 3X4 H0310 1l11.5X3 4X4 4X6 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T374 AVIARA WEST APARTMENTS DiwNo. 129.24.1503 20507 Truss Label: YA JCJ / GWH 05/08/2024 3'9"6 8' 11811 1605 204" 24711 28115 33412 396 4210 3811 4311 4311 4311 4311 457 12 o - 4 r— =3X6 II 33412 396 396 4115 4311 4311 4311 4311 457 396 7612 11811 1605 204" 24711 28115 33412 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.154 0 999 240 / / Loc R+ R- Rh /Rw /U /RL BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.377 0 999 180 U 1636 /- I- /1024 /- /108 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.049 L - - L 1636 /- I- /971 I- Des Ld: 48.00 EXP: C Kzt: NA :IORz(TL): 0.120 L - - Wind reactions based on MWFRS NCBCLL. 0.00 Mean Height: 23.50 ft Building Code Creep Factor: 2.0 U Brg Wid = 5.5 Mm Req = 1.7 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.410 L Brg Wid = 5.5 Mm Req = 1.7 (Truss) Load Duration: 1.25 BCDL 60 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.713 Bearing U is a rigid surface. Bearing L Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.34 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.847 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber A-B 74-2088 F-G 187 -31 B-C 126-2574 G-H 187 -3.. Top chord 2x4 DF-L#2(g) C - E 166 -2405 H - I 135 -275 Bot chord 2x4 DF-L #2(g) E - F 197 -3220 I - J 79 -1693 Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing T - S 2003 -150 P-0 3367 -173 (a) Continuous lateral restraint equally spaced on S - R 3191 -201 0- N 3367 -173 member. R -0 3523 -192 N - M 2708 -136 Q-P 3367 -173 M-L 1612 -80 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp All plates are 5X6 except as noted. A-U 43-1598 R-F 19 -442 Loading A-T 2085 -44 H-N 55 -837 Truss checked for 250# movable concentrated load T - B 66 -747 N - I 656 0 along Bottom Chord, nonconcurrent with design B - S 524 -27 I - M 80 -1415 gravity loads S-C 506 -5 M-J 1086 0 S - E 78-1085 J - L 107 -2166 Purlins E - R 428 0 In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Wind u 1 No. C 58005 Wind loads based on MWFRS with additional C&C member design. .' Left end vertical exposed to wind pressure. Deflection 05/09/20 * \\* \ 24 J meets U360. CIVI Right end vertical not exposed to wind pressure. 'OPCAL.WO Wind loading based on both gable and hip roof types VVPNNIN NkL) P,NU t-ULLUVV ALL NL) i t6 UN i M16 L)JWVIN(i! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI ano'SBCA) tr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI Unless noted oTherwise, top chord shall have oroperly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oi webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the I truss in conformance with ANSI/IPI 1 or for handling, shipping, installation and bracin9 of trusses. A seal on this drawina or cover paae listing this drawino' indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabililSi and use of this 155 Harlem Ave I drawing for any srructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520007 T375 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.20601 Truss Label: YB JCJ / GWH 05/08/2024 8' 11811 1605 204" 1 24711 28'll"S 33412 4210 3811 4311 - 4311 4311 4311 457 D 3X6 396 396 12 4 r 1114X4 4X8 4X10 3X4 3X4 H0310 1111.5X3 4X4 4X6 33412 396 396 4115 4311 4311 4311 4311 457 396 7612 11811 1605 204" 24711 28'll"S - 33412 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in icc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.154 0 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.377 0 999 180 U 1636 I- 1- /1024 I- /108 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.049 L - - L 1636 I- I- /971 I- I- EXP: C Kzt: NA Des Ld: 48.00 '-IORZ(TL): 0.120 L - - Wind reactions based on MWFRS Mean Height: 23.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 U Brg Wid = 5.5 Min Req = 1.7 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.410 L Big Wid = 5.5 Mm Req = 1.7 (Truss) BCDL' 60 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPl Std: 2014 Max BC CSI: 0.713 Bearing U is a rigid surface. Bearing L Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.34 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.847 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 74-2088 F-G 187 -3518 Lumber B-C 126 -2574 G-H 187 -3518 Top chord 2x4 DF-L #2(g) C - E 166 -2405 H - I 135 -2757 Bet chord 2x4 DF-L #2(g) E - F 197 -3220 I - J 79 -1693 Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing T-S 2003 -150 P-O 3367 -173 (a) Continuous lateral restraint equally spaced on S - R 3191 -201 0- N 3367 -173 member. R-Q 3523 -192 N-M 2708 -136 Q-P 3367 -173 M-L 1612 -80 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 5X6 except as noted. A-U 43-1598 R-F 19 -442 Loading A-T 2085 -44 H-N 55 -837 Truss checked for 250# movable concentrated load T - B 66 -747 N - I 656 0 along Bottom Chord, nonconcurrent with design B - S 524 -27 I - M 80 -1415 gravity loads. S - C 506 -5 M - J 1086 0 J - L 107 -2166 Purlins In lieu of structural panels use purlins to brace all flat OLo TIC @ 24" cc. Wind Wind loads based on MWFRS with additional C&C No. C 58005 member design. " 1 /1 *" Left end vertical exposed to wind pressure. Deflection 05/09/2024 meets U360. CIV Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. "WARNING" REAL) ANUbULLOW ALL NOi Lb ON ihiL)t<AVViN(jI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Informa:ion by TPl andSBCA) f'r safety practices crier to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR BCSI sections B3, B7, or B10, as applicable Apply to each face of 'truss and as per plates position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page ALPIN E Alpine, a division of lTW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANSI/TPI 1 for handling installation, bracing trusses. A this drawing truss in conformance with or shipping, and of seal on or cover pace listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of ti 155 Harlem Ave North Building, 4th Floor drawing for any sti-'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520007 T376 AVIARA WEST APARTMENTS DrwNo 12924.1503.24945 Truss Label: YC JCJ / GWH 05/08/2024 31013 7715 111111 1596 20113 246"3 281010 33412 31013 391 4312 3911 4'4"6 446 446 4'6"2 W5X6 3X6 5X8 1115X6 III 1.5X3 12 D F F r, -i I 33412 31013 391 31013 4210 446 446 446 462 31013 7715 11612 1596 20113 2463 281010 33412 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 1800 Speed: 95 mph Pf NA Ce: NA VERT(LL): 0.161 P 999 240 Loc Ri- I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.365 P 999 180 T 2064 I- I- /175 I- I- BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.059 K - - K 2693 I- I- /164 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.135 K - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height 23.83 ft Building Code: Creep Factor: 2.0 T Erg Wid = 5.5 Mm Req = 2.2 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.792 K Erg Wid = 55 Mm Req = 2.9 (Truss) Load Duration: 1.25 BCDL 60 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.761 Bearing T is a rigid surface. Bearing K Fcperp = 625psi Spacing 24.0 C&C Dist a: 3.34 ft Rep Fac. No Max Web CSI. 0.858 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 D-E 0-3211 E-F 0 -3t Lumber Wind A-B 0-2737 F-G 0 -3L_ Top chord 2x4 DF-L #2(g) Wind loads and reactions based on MWFRS. B - C 0 -3389 G - H 0 -3893 Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. C - D 0 -3451 H - I 0 -2078 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing S - R 2638 0 0- N 3929 0 (a) Continuous lateral restraint equally spaced on R - Q 3192 0 N - M 3292 0 member. 0 - P 3891 0 M - L 3292 0 P-O 3929 0 L-K 1989 0 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 3X4 except as noted. A-T 0-2025 F-N 0 -657 Loading A - S 2741 0 N - H 957 0 Use this design for common hip trusses @24.0 oc S - B 0 957 H - L 0 1934 Extend sloping TC of truss and jacks to hip rafter. B - R 687 0 L - I 1695 0 Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with - 903 0 I - K 0 -3104 cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load or No. C 58005 along Bottom Chord, nonconcurrent with design gravity loads \\ 111 *\ 05/09/2024 Purlins In lieu to brace flat C1 I of structural panels use purlins all TC @ 24" oc. *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! . inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) fri) safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing ner BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General d4 i.ii r.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any structure is the responsibility of the Building mesigner per ANSI/TPI 1 Sec 2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42-high x 24-wide clearance. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. * 05/09/2024 Civil No: C 58005 A-T 0-1309 P-E 554 0 A-S 1227 0 E-0 18 -850 S-B 0-1002 0-G 1014 0 B-R 2166 0 G-M 84 -1259 R-C 0-1095 M-I 2182 -6 C-Q 31 -477 I - L 114 -2085 Q-D 407 0 L-J 0 -1560 D-P 13 -860 J - K 891 0 Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520007 T377 AVIARA WEST APARTMENTS DrwNo: 129.241503.20290 Truss Label: YD JCJ / GWH 05/08/2024 4515 2114 16" 1 8713 12'11"6 17911 231110 3068 37114 16" 1 4114 4310 4105 6115 6614 7412 I T I T JLL T 4X4 3X6 5X6 04 12 W1 W1 Wi \\\6XB -_5X6 /(a) I X 'io nL I1I4X4 m4X8 4X8 5X6 m4X4 113X6 E3X6 3094 72" 1112 4310 4310 4310 6810 6614 7412 11 12 8713 12'll"s 173" 231110 3068 37114 327 4,4"3 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.16 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T5 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W12,W14, W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.105 P 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.236 P 999 180 T 1295 /- /- /761 I- /135 Snow Duration: NA HORZ(LL): 0.028 B - - L 3342 /- 1- /1853 I- /- HORZ(TL): 0.064 B - - K - /-772 I- /- /417 Building Code: Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.810 TPI Std: 2014 Max BC CSI: 0.753 Rep Fac: Varies by Ld Case Max Web CSI: 0.880 FT/RT:8(0)/10(0) Plate Type(s): WAVE VIEW Ver: 23.01 .02.0731 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -772# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Wind reactions based on Ivtvvr-N. T Brg Wid = 5.5 Min Req = 1.5 (Truss) L Brg Wid = 5.5 Min Req = 3.2 (Truss) K Brg Wid = 5.5 Min Req = 1.5 Bearing T is a rigid surface. Bearings L & K Fcperp = 625psi. Members not listed have forces less than 375# .17 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 2 -646 F-G 22 -1318 B-C 0-2585 G-H 27 -506 C-D 0-2627 H - I 27 -506 D-E 0-2066 I-J 1200 0 E - F 5-1442 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 730 -133 0-N 568 -31 R-Q 2756 -47 N-M 568 -31 0-P 2430 -22 M-L 0 -1101 P-0 1886 -19 WAKNINtj t<P1) ANI) t-ULLOW ALL NU Lb ON I HIS L)t'<AWIN(i! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Inland Empire Truss 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom have oer noted oTherwise, chord shall oroperlv attached structural sheathing and chord shall a properly Perris CA 92571 (951)300-1758 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss and position as 1.40611111.1 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for Refer to General standard plate positions. job's Notes page for additional information. ALPINE Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifçi and use of this Idrawing for the the Building Designer ANSI/TPI 1 Sec.2. any srr'ucture is responsibility of per 155 Harlem Ave North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 I Job Number: R3444WDV I Cust: R6852 JRef:1XZ068520007 T378 ENTS AVIARA WEST APARTMENTS DrwNo: 129.24.1503.19679 Truss Label: YE JCJ / GWH 05/08/2024 -H F 15 6713 12116 17911 231110 -' 3068 37114 1015 211 4310 4105 6115 6614 7412 4X4 H m3X6 m5X6 m4X4 T6 i J K L 12 G I T iioKW V Mu 1114X4 m4X8 m4X8 5X6 4X4 03X6 3X6 A 3094 A 72" -A 1112 4310 4310 4310 6810 6614 7412 8713 12116 173" 231110 3068 37114 32 '4 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.127 E 999 240 Loc Ri- / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu- NA Cs: NA VERT(CL): 0.284 E 999 180 V 1300 I- I- /766 I- /135 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0.041 C - - N 3303 I- I- /1830 I- I- Des Ld: 48.00 EXP: C Kzt: NA IORZ(TL): 0.092 C - - M - /-741 1- 1- /399 I- NCBCLL: 0.00 Mean Height: 24.16 ft Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.805 V Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 60 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.753 N Brg Wid = 5.5 Min Req = 3.1 (Truss) M Brg Wid = 5.5 Min Req = 1.5 Spacing: 24.0" C&C Dist a: 3.79 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.779 Bearing V is a rigid surface Loc. from endwall: Any FT/RT.8(0)/10(0) Bearings N & M Fcperp = 625p5i. GCpm: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver 2301 02073117 Maximum Top Chord Forces Per Ply (Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Coo Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C A - B 13 -655 G - H 8 -1462 T6 2x4 DF-L #1&Bet.(g); member design. B - C 30 -432 H - I 25 -1338 Bot chord 2x4 DF-L #2(g) Left end vertical exposed to wind pressure. Deflection C - E 34 -389 I - J 27 -535 Webs 2x4 DF-L Standard(g)W12,W14, meets U360. D - E 0 -2280 J - K 27 -535 W16 2x4 DF-L #2(g); Right end vertical not exposed to wind pressure. E - F 0 -2591 K - L 1163 0 Lumber shall be dried to a maximum moisture content F - G 0 -2091 of 19% prior to installation. Wind loading based on both gable and hip roof types. Bracing Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Negative reaction(s) of -741# MAX. from a non-wind Chords Tens.Comp. Chords Tens. Comp. member, load case requires uplift connection. See Maximum U-T 765 -166 Q-P 597 -31 Plating Notes Reactions. T-S 2556 -18 P-a 597 -31 S-R 2474 -8 a-N 0 -1004 Connectors in green lumber (g) designed using R -0 1900 -24 NDS/TPI reduction factors. All plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom A - V 0 -1366 G -0 11 -842 chord live load in areas with 42-high x 24-wide A-U 1283 0 Q - I 1003 0 clearance. U-B 0-1)303 -a 86 -1251 Truss checked for 250# movable concentrated load B-T 1917 a 0-K 2171 -9 along Bottom Chord, nonconcurrent with design BD 0-2025 KN 116 2077 gravity loads. T-D 0 -955 N-L 0 -1512 F-R 4 -695 L-M 860 0 Purlins II I No. C58OO5 U II R-G 566 0 In lieu of structural panels use purlins to brace all flat 1.. ii TC @ 24" oc. flu IflflIflflflA WAKNINL tAU AND i-OLLOVV ALL NO I tZJ ON I HIZ5 L)t<AvvIN(il inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an8'SBCA) To'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,.4 L...Pi r 1 E I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwcoanasv truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawmna or cover paoe listing this drawina indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any stiucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine. alpirreitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1111.5X3 12 4 5X6 3X4 5X8 6X8 T3 04 C - F F H 26114 1 6212 Ply. 2 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520007 T409 AVIARA WEST APARTMENTS DrwNo; 129.24.1503.25538 Truss Label: ZA JCJ / GWH 05/08/2024 2 Complete Trusses Required 396 71111 1235 17110 211115 2688 332" 396 425 4310 4105 4105 489 658 396 396 489 4105 4105 489 658 396 7612 1235 17110 211115 2688 332" Loading Criteria (psi) TCLL; 20.00 TCDL: 18.00 BCLL; 0.00 Wind Criteria Wind Std: ASCE 7-16 Speed; 105 mph Enclosure: Closed Snow Criteria (Pg,Pf in PSF) Pg; NA Ct: NA CAT; NA Pf; NA Ce; NA Lu; NA Cs; NA Defl!CSI Criteria PP Deflection in bc L/defl L/# VERT(LL); 0.081 D 999 240 VERT(CL); 0.187 0 999 180 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ I R- I Rh / Rw / U / RL Q 2587 I- I- /106 I- I- BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.022 C - - J 6640 I- I- /132 I- I- Des Ld; 46.00 EXP; C Kzt; NA HORZ(TL); 0.051 C - - I - /-957 I- I- /20 I- Building Code; NCBCLL; 0.00 Mean Height; 23.16 ft Creep Factor; 2.0 Wind reactions based on MWFRS Soffit; 2.00 TCCL 108 psf CBC 2022 Max TC CSI; 0.792 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration; 1.25 BCDL 4 8 MWFRS Parallel Dist; 0 to h/2 TPI Std; 2014 Max BC CSI; 0.510 J Brg Wid = 5.5 Min Req = 3.2 (Truss) I Brg Wid = - Min Req = - Spacing; 24.0" C&C Dist a; 3.32 ft Rep Fac; No Max Web CSI; 0.746 Bearings 0 & J Fcperp = 625p5i. Loc. from endwall; Any FT/RT;8(0)/10(0) Members not listed have forces less than 375# GCpi; 0.18 Plate Type(s); Maximum Top Chord Forces Per Ply (Ibs) Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01. Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule;0.131"x3", mm. nails Top Chord; 1 Row @ 7.50" o.c. Bot Chord; 1 Row @12.00" o.c. Webs ; 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. C-D 0-2051 E-F 0 -1934 A-B 0-1680 F-G 1318 0 B-C 0-2161 G-H 1318 0 D-E 0-2432 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-O 1622 0 M-L 684 0 0-N 2452 0 L-K 684 0 N-M 2004 0 K-J 684 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 0-1258 E-M 34 -939 A-P 1693 0 M-F 1622 0 P-B 22 -593 F - J 0 -2567 B-O 540 -14 G-J 58 -750 0-0 0 -533 J-H 0 -1567 N-E 563 0 H - I 525 0 No: C 58005 * 05/09/2024 * OF CALA .01!v I YVANNIN(j P(P,U ANL) i-ULLUVV ALL NU I 1=6 UN I MR, UPU5VVINLd! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) ro'r safety practices oriorto performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with ldiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of "truss nd position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. IAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the nnrrwcoueuru Itruss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa ,e I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of is 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents,com; ICC; iccsafe.org; AWC; awc.orq Glenview, IL 60025 SEQN: 22601 I CHIP Ply. 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520007 T409 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129 24.1503 25538 Page 2 of 2 Truss Label: ZA JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -957# MAX from a non-wind load case requires uplift connection. See Maximum Reactions. Building designer is responsible for conventional framing. No: C 58005 05/09/2024 * CIVIii- LAV:66V~ WAKNIN(5 XbAL) ANI) hOLLOW ALL NO I hS ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fdr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuiIdinqComponents Group Inc. shall not.be responsible for any deviation from this drawing, any failure to build the AN FW COMPANY truss in conformance with ANSI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solelytor the design shown. The suitability and use of tliis HarlemAve drawing for any structure is the responsibility of the Building -Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC awc.orq Glenview, IL 60025 Ply: 1 I Job Number: R3444W_DV R6852 JRef:1XZ068520007 1410 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.20616 Truss Label: ZB JCJ / GWH 05/08/2024 396 1 8' 1235 17110 211115 2688 332" 396 4210 435 4105 4105 489 658 12 D 5X6 5X8 4X10 1111.5X3 Vzz F 23 E9 II3X6 4X8 4X8 4X4 H0308 1111.5X3 w4X8 1113X6 1- 26114 6212 396 396 489 4105 4105 489 658 396 7612 1235 17110 211115 2688 332" Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL)' 0.058 E 999 240 Loc R+ / R- / Rh / Rw / U / RL R 1116 /- /- /695 /- /97 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.137 E 999 180 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 C - - K 2338 /- I- /1375 Des Ld: 46.00 EXP: C Kzt. NA HORZ(TL): 0.037 C - - J 47 1447 I- /3 /213 /- Building Code: NCBCLL: 10.00 Mean Height: 23.50 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.656 R Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.607 K Brg Wid = 5.5 Min Req = 2.1 (Truss) J Brg Wid = - Min Req = - Spacing: 24.0 ' C&C Dist a: 3.32 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.551 Bearings R & K Fcperp = 625p5i. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01:::62.0731.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 194-1376 F-G 248 -1381 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 262 -1590 G - H 931 -165 Bot chord 2x4 DF-L #2(g) member design. C - E 309 -1480 H - I 931 -165 Webs 2x4 DF-L Standard(g) End verticals not exposed to wind pressure. E - F 335 -1720 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on Q - P 1305 -288 N - M 510 -86 member. P-0 1733 -343 M-L 510 -86 0-N 1429 -262 L-K 510 -86 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Hangers shall be installed Webs Tens.Comp. Webs Tens Comp after lumber has air-dried tD 19% or less moisture content. A - R 143 -1087 N - G 1146 -212 All plates are 3X4 except as noted. A - Q 1356 -158 G - K 320 -1848 0-B 101 -475 H-K 160 -512 Loading P-E 96 -379 K-I 196 -1102 Bottom chord checked for 10.00 psf non-concurrent 0-F 437 -102 I - J 486 -43 live load. F-N 182 -652 Truss checked for 250# movable concentrated load along Bottom Chord, nonc3ncurrent with design gravity loads Purlins No. C 58005 In lieu of structural panels use purlins to brace all flat " TIC @ 24" oc. j* 05/09/2024 Additional Notes CIVIll— Negative reaction(s) of -447# MAX. from a non-wind OPC load case requires uplift connection. See Maximum Reactions. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Refer 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless noted top have attached structural sheathing and bottom per otherwise, chord shall properiv chord shall a properly temporary (951)3001758 have attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing in1alled on the CLR BCSI sections B3, B7, or B10, as applicable. Apply to each face of 'truss and as per plates position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page to job's General ALPINE drawing, Alpine, a division of IT'rN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional .enainering responsibility solely-for the design shown. The suitability and use of this drawing for any sEr'ucture is the responsibility of the Building per ANSI/TA 1 Sec.2. -Designer North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520007 T411 AVIARA WEST APARTMENTS DrwNo: 129.24.1503.24367 Truss Label: ZC JCJ / GWH 05/08/2024 5614 11611 1637 21613 2688 29114 332" 5614 51113 4812 537 5111 3212 3212 —5X6 3X4 6X8 3X6 1111.5X3 4X4 III 1.5X3 4 zo V/ 1113X6 =4X8 3X10 4X4 1111,5X3 6X8 I113X6 H0308 26114 6212 5614 5614 5111 537 5111 658 5614 11112 163 7 21613 2688 332" Loading Criteria (put) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.061 D 999 240 Loc Ri- I R- I Rh / Rw / U / RL Q 1281 I- I- /21 I- I- BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(CL): 0.134 D 999 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 K - - K 3789 I- I- I- /33 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.038 K - - J - /-690 I- I- /12 /- Building Code: NCBCLL 10.00 Mean Height: 23.76 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 10.8 psf BCDL 48 psf CBC 2022 Max TC CSI: 0.675 Q Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.655 K Brg Wid = 5.5 Min Req = 3.7 (Truss) J Brg Wid = - Min Req = - Spacing: 24.0 C&C Dist a: 3.32 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.844 Bearings Q & K Fcperp = 625p5i. Loc. from endwall: NA FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Con Lumber Purlins C-D 0-1648 E-F 1151 - Top chord 2x4 DF-L #i&Bet.(g) In lieu of structural panels use purlins to brace all tat A - B 0 -1882 F - G 1151 -2 Ti 2x4 DF-L #2(g); TC @24 oc. B - C 0 -1802 G - H 1151 -2 Bot chord 2x4 DF-L #2(g) D - E 7 -1625 Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Wind Lumber shall be dried to a maximum moisture content Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Wind loading based on both gable and hip roof types. -0 1758 0 M - L 735 -17 (a) Continuous lateral restraint equally spaced on Additional Notes 0- N 1671 9 L - K 735 17 member. Negative reaction(s) of -690# MAX. from a non-wind N-M 735 -17 K-J 0 -531 Plating Notes load case requires uplift connection. See Maximum Connectors in green lumber (g) designed using Reactions. Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Hangers shall be installed Webs Tens.Comp. Webs Tens Comp after lumber has air-dried to 19% or less moisture A -0 0 -1241 E - K 26 -2612 content. A -P 1766 0 G - K 57 -687 Loading P - B 52 -391 K-H 27 -1372 D-N 42 -800 H-J 992 0 Bottom chord checked for 10.00 psf non-concurrent 1258 0 live load. Use this design for common hip trusses @ 24.0 oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per No. C 58005 DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. 1 1 05/09/2024 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. OF CAUIF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI anflSBCA) for safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless top have bottom of BCSI (Building Perris CA 92571 temporary (951(300-1758 have per noted oTherwise, chord shall properly attached structural sheathing and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed the CLR BCSI B3, B7, B1O Apply to face Iruss position as IAIIII on per sections or as applicable. plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard Refer plate positions. to job's General Notes page for additional information. i4 I...JI NJ E Alpine, a division of ITW Buildina Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing listing this drawina indicates acceptance of enaineering responsibility soIely'or the design shown. The suitability professional or cover pa ae 155 Harlem Ave and use of this drawing for any s!r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; ICC. iccsafe org; AWC: awc.org Glenview, IL 60025 Ply: 1 I Job Number: R3444W_DV Icust: R6852 JRef:1XZ068520008 1412 AVIARA WEST APARTMENTS lDrwNo: 129.24.1508.36498 Truss Label: 1A' / RTT 05/08/2024 194111 I 3110 11111 621 11015 15010 l6''l 2369 39 I 426 41013 31111 127 4114 1557 I 1526 1-37'10 1 410"5 (TYP) 3X4 3X6 J 6X8 LM m5X6 P 12 m5X6 S V \\\4X8 3X4 T \\\4X4 B I :IN ,JT Nlal O UQlal R lal I F A I 1I AF AB U Z V 1113 - '"6 3X4 3X4 3X4 4X6 X W m4X12 III3X6 III4X4 H0308 A 32312 A 684 39, If"12I 37112 9p Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lfdefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.150 G 999 240 Loc Ri- / R- / Rh / Rw / U / RL AF 1319 I- /- /757 /- /84 BCLL: 0.00 Enclosure: Closed . Lu: NA Cs: NA VERT(CL): 0.349 G 999 180 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 B - - X 2957 1- I- /1695 I- Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.089 B - - W - /-751 /- I- /360 /- Building Code NCBCLL: 10.00 Mean Height: 24.90 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.846 AF Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCC'L: 4 8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.717 X Brg Wid = 5.5 Min W Brg Wid = - Min Req = 2.8 (Truss) Req = - Spacing: 24.0" C&C Dist a: 3.90 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.684 Bearings AF & X Fcperp = 625p5i. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01. Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 50 -510 I - K 236 -1945 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 167 -1875 K - N 66 -497 Bot chord 2x4 DF-L #2(g) member design. C - D 186 -2603 N-0 66 -497 Webs 2x4 DF-L Standard(g) End verticals not exposed to wind pressure. D - E 220 -2685 0- Q 1787 -203 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. E - G 315 -2663 Q - R 1787 -203 of 19% prior to installation. G - H 318 -2674 R - T 1787 -203 H - I 239 -1956 T-U 1788 -203 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AE-AD 543 -168 AA- Z 2681 -330 Connectors in green lumber (g) designed using AD-AC 1950 -281 Z - Y 1918 -244 NDS/TPI reduction factors. Hangers shall be installed AC-AB 2639 -295 Y - X 458 -69 after lumber has air-dried to 19% or less moisture AB-AA 2681 -330 content. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Bottom chord checked for 10.00 psf non-concurrent fESS, O A-AF 103 -1318 K-Y 204 -1739 A-AE 1208 -77 M105 -N -392 live load. T. T TAk Truss checked for 250# movable concentrated load AE-B 110-1059 Y-O 1047 -66 along Bottom Chord, nonconcurrent with design B-AD 1684 -129 O-X 314 -2611 gravity loads. AD-C 127 -966 P-Q 108 -399 C-AC 833 -12 R-X 152 -593 Purlins No. C 72160 AC- D 55 -426 X - U 209 -1946 In lieu of structural panels use purlins to brace all fiat H-Z 103 -959 S-T 119 -447 TC @ 24" oc. Z-K 628 -6 U-W 789 -34 * Additional Notes Negative reaction(s) of -751# MAX. from a non-wind load case requires uplift connection. See Maximum OF CAL%V: Reactions. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS follow latest BCSI 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and the edition of (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices orior to performing these functions. Installers shall provide have bottom temporary have (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall oroperlv attached structural sheathina and chord shall a properly Locations for lateral restraint of webs shall have continuous rateral restraint (CLR) installed with attached rigid ceilino. shown permanent diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes for information. ALPINE page additional Alpine, a division of ITW Euildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN MY COMPANY ANSI/TPI 1 for handling, installation bracina trusses. A this lrawin9 truss in conformance with or shipping,, and of seal on or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor drawing for any sFr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2, For more information see These web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: lAB 31111 92 13015 14115 31111 5227 31013 1106 I 1726 HT AD AQ ,. AB U ZY X A' V III3X6 4Xr 5570 3X4 3X4 4X4 4X12 83X6 32372 664 —-j 35 35 _ 11 CustR6852 JRet:1XZ068520008 T413 DrwNo: 129.24.1508.43195 / RU 05/08/2024 27411 25'69 39 441 4114 1357 8515 I 3X4 II1010 —3X —6 3X6 KL 0 R F— 3612 Loading Criteria Ipso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 25.23 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.90 ft Loc. from endwall Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Additional Notes Negative reaction(s) of -677# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.133 G 999 240 Loc R+ / R- / Rh / Rw / U I RL Lu: NA Cs: NA VERT(CL): 0.309 G 999 180 AD 1339 I- I- /773 I- /104 Snow Duration: NA HORZ(LL) 0.031 B - - W 2838 I- I- /1634 I- I- HORZ(TL): 0.073 B - - V - /-677 I- I- /307 /- Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS CBC 2022 Max TC CSI: 0.862 AD Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.708 W Brg Wid = 5.5 Min Req = 2.7 (Truss) Rep Fac: Varies by Ld Case Max Web CSI: 0.582 V Brg Wid = - Min Req = - Bearings AD & W Fcperp = 625psi FT/RT.8(0)I10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE, HS VIEW Ver 2301.02.0731A7 Chords Tens.Comp. Chords Tens. Con Wind A-B 111-1043 J-M 102 -L Wind loads based on MWFRS with additional C&C B - C 198 -2089 M - N 102 -686 member design. C - D 183 -2374 N - P 1348 -141 End verticals not exposed to wind pressure. D - E 281 -2362 P -0 1348 -141 Wind loading based on both gable and hip roof types. E - G 250 -1901 0 - S 1348 -141 G-H 253-1911 S-T 1348 -140 H-J 102 -686 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Comp AC-AB 998 -236 Z-Y 2380 -290 AB-AA 2135 -308 Y-X 1881 -259 AA-Z 2380 -290 X-W 632 -105 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AD 137-1322 H-X 187 -1509 A-AC 1290 -86 L-M 105 -397 AC-B 107 -797 X-N 983 -58 B -AB 1363 -88 N - W 295 -2396 AB-C 111 -736 0-P 122 -455 C-AX 413 0 Q-W 153 -587 E-Y 57 -687 W-T 151 -1555 Y-H 506 0 T-V 717 -17 VVAKNIN(j' KAU AND F-OLLOW ALL NO I Lb ON I Hlb Ut<AWINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI andSBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1 0, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i...pi rJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of this drawing for any sti-'ucture is the responsibility of the Building 'Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 t4X6 4X6 6X10 3X8 6X10 4X6 I R iil3X6 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1471 -279 V-U 3835 -578 Y-X 1463 -277 U-T 3212 -495 X-W 2778 -434 T-S 3212 -495 W-V 3820 -576 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A -M 177 -1528 I - K 452 -2957 A-Z 1675 -147 K-U 97 -535 C-D 385 -24 U-0 625 -60 D-Y 103 -652 0-S 180 -1216 D-X 1416 -182 S-P 133 -400 E - F 140 -456 S-Q 2554 -400 W - l 1454 -209 Q-R 261 -1481 W - K 291 -1763 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1AC 51111 1012 15015 51111 417 41113 16' 239" 2111 5'g" Cust: R 6852 JRef: 1 XZ068520008 T414 DrwNo: 129.24.1508.40505 / RU 05/08/2024 279" 32108 4' 518 N 32108 4610 48"5 1 295 1 4' 4' 518 10410 15015 1710" 239" 279" 32108 1.10.1 199" Snow Criteria )Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.189 J 999 240 Loc R+ /R- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.428 J 921 180 M 1529 I- I- /892 I- /109 Snow Duration: NA HORZ(LL): 0.051 B - - R 1521 1- 1- /882 I- I- HORZ(TL): 0.119 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AA Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.785 R Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.694 Bearing R is a rigid surface. Bearing AA Fcperp = 625p51. Rep Fac: Varies by Ld Case Max Web CSI: 0.681 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Vet. 23.01.02.0731.17 A-B 196-1608 H - I 300 -2623 B-C 187-1307 K-L 560 -3601 C-E 208-1475 L-M 559 -3598 D-F 179-1391 M-0 561 -3615 E-H 206-1467 0-P 370 -2268 F-G 138-1259 P-Q 361 -2269 G-H 148-1331 T. No. C 72160 5612 5612 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.66 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu Of structural panels use purlins to brace all TCs @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. WAKNINi KbPUANUt-OLLUW ALL NOlSUN l Nib L)I<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face oflruss and position as 4iIh. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnWCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawin or cover pae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuiIdingDesigner per ANSI/WI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.0rg; AWC:awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W0V Cust: R6852 JRef:1X7068520008 T416 ENTS AVIARA WEST APARTMENTS DrwNo: 129.24.1508.29684 Truss Label: lAD I RTT 05/08/2024 io'li'iq 18, 21115 111 618 71111 15015 17015 239" 279 32108 618 1'1O" 415 2' 59• 4' 518 ø3X4 12 0 '' m8X10 E 3X40 3X 5X6 4 K 12 05 4X6 0 T Ii III3X6 154X6 --4X6 m6X10 3X8 m6X10 iii3X6 m4X6 32108 51112 4'4 14 485 27"5 ' ' 516 51112 10410 15015 17104 239" 279" 32108 19'g" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf NA Ce: NA VERT(LL): 0.201 J 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.469 J 840 180 AA 1541 1- I- /894 I- /109 BCDL: 8.00 Risk Category: 1 Snow Duration: NA HORZ(LL): 0.071 B - - S 1527 I- I- AA Big Wid = 5.5 Mm /880 I- I- Req = 1.6 (Truss) EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.166 B - - Wind reactions based on MWFRS S Big Wid = 4.0 Mm Req = 1.6 (Truss) Mean Height: 24.66 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 TCDL: 10.8 psf Soffit: 200 CBC 2022 Max TIC CSI: 0.767 BCDL: 48 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.722 Bearing S is a rigid surface. Bearing AA Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.717 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver 23.01.02.0731.17 Lumber A - B 200-1651 H - I 134 -1' B-E 245-1595 l-J 1413 Top chord 2x4 DF-L #2(9) C - D 125 -938 L - M 587 - 3646 Bot chord 2x4 DF-L #2(g) D - F 140 -1037 M - N 585 -3636 Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); E - G 235 -1496 N - P 587 -3651 Lumber shall be dried to a maximum moisture content F - H 173 -1234 P - Q 380 -2279 of 19% prior to installation. G - J 231 -1486 0- R 372 -2279 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors Chords Tens.Comp. Chords Tens Comp All plates are 1.5X3 except as noted. Z - Y 1528 -283 W - V 3993 -629 Y-X 2363 -371 V-U 3225 -511 Loading X - W 3975 -626 U - T 3225 -511 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. A -AA 172-1493 K-L 167 -652 A-Z 1663 -143 L-V 124 -735 OfESSi Z-C 123 -683 V-P 654 -68 Wind C-Y 974 -132 P-T 188 -1220 T. TAJv Wind loads based on MWFRS with additional C&C G-H 134 -407 T-Q 133 -402 member design. X-1 1663 -251 T-R 2566 -412 X-L 389-2247 R-S 267 -1487 End verticals not exposed to wind pressure. I - L 433-2771 Wind loading based on both gable and hip roof types. No.0 72160 0 In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. * * iS Op cO ' 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shiDping installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI ana'SBCA) fir safety practices prior to performing these functions. Installers shall provide of BCSI (Building temporary. Perris CA 92571 (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing the CLR BCSI B3, B7, B10 AopIy to face installed on per sections or as applicable plates each ofruss and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page position as to job's General ALPINE Alpine a division of ITW Buildina Components Group Inc. shall not be resDonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paoe listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor -Designer drawing for any st'r'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI' tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4X4 3X10 3X4 6X10 C is 5X6 I" 12 1 1 I I C'J w S 1112 4X6 32106 Ply; 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1AE 10' 12107 18' 3108 2107 519 Cust; R 6852 JRef; 1XZ068520008 T417 DrwNo; 129.24.1508.34546 / RU 05/08/2024 199" 239" 279" 32108 19" 4' 4 518 4414 485 481 4' ' 518 I 51112 10410 15015 199" 239' 279" 32108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pt in PSE) Defh/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl U# Gravity Non-Gravity TCDL; 18.00 Speed; 105 mph Pf; NA Ce; NA VERT(LL); 0.192 D 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.448 D 880 180 S 1539 /- I- /889 I- /76 BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.060 B - - K 1523 I- I- /867 I- I- EXP; C Kzt; NA Des Ld; 46.00 -IORZ(TL); 0.140 B - - Wind reactions based on MWFRS Mean Height; 24.35 ft NCBCLL; 10.00 Building Code; Creep Factor; 2.0 S Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL' 108 psf Soffit; 2.00 BCDL' 4.8 psf CBC 2022 Max TC CSI: 0.577 K Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 TPI Std; 2014 Max BC CSI; 0.691 Bearing K is a rigid surface. Bearing S Fcperp = 625p51 Spacing; 24.0" C&C Dist a; 3.29 ft Rep Fac; Varies by Ld Case Max Web CSI; 0.823 Members not listed have forces less than 375# Loc. from endwall; Any FTIRT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi; 0.18 Plate Type(s); Chords Tens.Comp. Chords Tens. Comp. Wind Duration; 1.60 WAVE VIEW Ver; 23.01.02.0731.17 Lumber A-B 223-1668 F-G 628 -3656 B-C 291 -1665 G-H 623 -3661 Top chord 2x4 DF-L #2(g) C - D 286 -1526 H - I 392 -2273 Bot chord 2x4 DF-L #2(g) D - E 283 -1517 I - J 383 -2274 Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes R -0 1542 -260 0- N 3835 -627 Connectors in green lumber (g) designed using Q - P 1969 -312 N - M 3212 -530 NDS/TPI reduction factors. P-0 3816 -623 M - L 3212 -531 All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. A-S 187 -1494 P-F 428 -2452 Truss checked for 250# movable concentrated load X-F 417 -2491 A-R 1692 -170 along Bottom Chord, nonconcurrent with design X-E 1521 -278 R-T 136 -697 gravity loads. B-T 131 -449 F-N 56 -420 10, T - U 70 -573 E - F 139 -668 Purlins T-Q 576 -70 N-H 560 -87 In lieu of structural panels Lse purlins to brace all flat T. U-V 85 -680 H-L 198 -1208 TC @ 24" oc. V-W 143 -964 L-1 132 -393 W-X 108 -796 L-J 2560 -425 Wind P-X 1742 -256 J - K 273 -1483 Wind loads based on MWFRS with additional C&C No. C 72160 member design End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. OF cpof; 05 24 **wARNlNGuu READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 'SBCA) Component Safety Informat on by TPI an a for safety practices prior to performing these functions. Installers shall provide bracing Der BCSI. Unless top have in bottom temporary. 19511300-1758 noted otherwise, chord shall properly attached structural sheath and chord shall have a properly attached rigid ceiIin. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insralled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional in"ormation. ,4 i.....Pi rJ E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracin9 of trusses. A seal on this lrawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilifS' and use of this drawing for any sFr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ]CC: iccsafe.org; AWC; awc.org Glenview, IL 60025 - - fTAA, No. C 72160 Webs x4 UI--L tandard(g) W22 2x4 Ul--L p2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 1000 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TO @ 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TO with purlins at 24' 00. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S - R 1579 -297 P-0 3820 -639 R-Q 1947 -288 0-N 3209 -541 0-P 3806 -636 N-M 3209 -541 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 173-1491 Y-F 362 -2231 A-S 1697 -151 Z-E 441 -68 S-U 129 -705 Z-M 1431 -303 U-V 36 -555 E-M 341 -1612 U-R 501 -29 F-O 56 -412 V-W 42 -608 AA-F 251 -1155 W-X 88 -738 0-I 559 -90 X-Y 90 -777 l - M 202 -1207 Q-Y 2061 -334 M-J 133 -393 0-F 513-2725 M-K 2558 -432 Y-Z 1604 -330 K-L 277 -1482 Ply 1 Job Number: R3444W_DV CusS: R6852 JRef:1XZ068520008 T418 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.41631 Truss Label: 1AF / RU 05/08/2024 12' 199", 618 8113 111111 16615 239" 55 18 4 4• I 279" 38 210 518 618 2911 308 4515 54X6 Iii 1.5X4 55X6 53X4 1111, 5X4 0 12 t t1_06 —3X10 J TWE T i - , t W2 so In S I113X6 \\\4X6 53X4 R 3X4 6X10 6X1O 3X8 6X10 II13X6 4X6 4X6 32108 51112 4414 485 295 4' 4' 518 51112 10410 15015 17104 239" 279" 32'108 11012 199, Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.184 G 999 240 Loc R+ / R- / Rh / Rw /U / RL T 1538 /- /- /899 I- /111 BOLL: 0.00 Enclosure: Closed Lu NA Cs NA VERT(CL): 0.428 G 922 180 BCDL. 800 Risk Category 1 Snow Duration: NA HORZ(LL): 0.082 C - - L 1522 /- /- /878 Des Ld 4600 EXP: C Kzt: NA HORZ(TL): 0.191 C - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height. 24.77 ft Creep Factor: 2.0 T Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TO CSI: 0.707 L Brg Wid = 4.0 Mm Req 1.6 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.695 Bearing Lisa rigid surface Bearing T Fcperp = 625psi Spacing. 24.0" C&C Dist a: 3.29 ft Rep Fac Varies by Ld Case Max Web CSI: 0.920 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0,18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Ver 23.01.02.0731.17 A-B 2130-1569 F-H 641 -3t B-C 250-1559 H - I 635 -3t Wind Duration 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) C-D 274 -1496 l - J 398 -2272 Bot chord 2x4 DF-L #2(g) . D - E 276 -1409 J - K 390 -2272 WAKNINti KbAUANUt-OLLOWALLNOISON ihILti<AWINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI andSBCA) t'r sa ety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,ii...pi r.j E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSWCOSANV truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover pace listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 - Job Number: R3444WDV Cust: R6852 JRef: 1 XZ068520008 T419 AVIARA WEST APARTMENTS DrwNo. 129.24.1508.36671 Truss Label: lAG I RTT 05/08/2024 I 5 2 Complete Trusses Required 6~1 11 842 6" 1391 18 199" 239' 279" 32108 618 I 2210 3114 231 4215 19" 4' 4' 518 4X4 12 IM.5X4 3x40 E \\\6X8 m4X6 t 12 0.5 u w10 T Ed ,T r-1 . 5B1 R 0 P 0 52 N 53X8 3X4 10X12 m10X12 m5X8 \\\4X6 m4X6 32108 51112 4414 485 295 4' 51112 10410 15015 17104 239" 199 M 8X16 518 32108 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL Snow Criteria (Pg,Pf in PSE) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pf: NA Ce: NA VERT(LL): 0.393 F 999 240 Lu: NA Cs: NA VERT(CL): 0.502 F 785 180 Snow Duration: NA HORZ(LL): 0.131 D - - -IORZ(TL): 0.168 D - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.334 TPI Std: 2014 Max BC CSI: 0.504 Rep Fac: Varies by Ld Case Max Web CSI: 0.850 FTIRT:8(0)I10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 WAVE Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 46.00 Mean Height: 24.60 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10, W20 2x4 DF-L #2(g); W17 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.25' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 11.47 TC: From 39 plf at 11.5010 39 plf at 17.71 TC: From 40 plf at 11.50 to 40 plf at 32.88 TC: From 36 plf at 17.71 to 36 plf at 32.88 BC: From 16 p1/ at 0.00 to 16 p1/ at 32.88 PLB: +1-625 lb Conc. Load at (19.90,21.72) PLB: +1-625 lb Conc. Load at (27.60,21.72) PL - +/-2500 lb Conc. Load at (23.98,21.72)10.0 deg] T. No. C 72160 * OF CALIF T 2962 I- /2500 /1108 11041 /1888 L 5101 /-2054 I- /2725 /2678 Wind reactions reactions based on MWFRS T Brg Wid = 5.5 Min Reg = 1.6 (Truss) L Brg Wid = 4.0 Min Reg = 2.7 (Truss) Bearing L is a rigid surface. Bearing T Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 656-1732 0-H 3329 -6371 B-C 659-1740 H-1 3346 -6390 C-D 651-1710 I-J 2396 -4388 D-E 617 -1613 J - K 2409 -4402 E-F 615-1560 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1257 -1241 P-0 6044 -3018 S-R 1855 -793 0-N 7179 -4118 R-0 2311 -1033 N-M 7021 -4088 0-P 6029-3010 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-T 528-1448 F-G 269 -748 A-S 1797 -692 G-0 601 -909 S-U 348 -794 0-AB 1613 -1041 U-V 439 -748 AB-AC 1575 -1019 U-R 701 -418 AC-AD 822 -702 V-W 447 -749 AC-I 874 -431 W-X 744-1177 AD-1 1630 -1651 W-Q 661 -416 AD-AE 785 -614 X-D 501 -220 1-AE 1616 -2730 X-Y 812 -1373 AE-AF 2050 -3295 Y-Z 840 -1293 AF- M 2024 -3277 Q-Z 3219-1588 M-K 4921 -2696 Q - G 2472 -4770 AG- M 227 -462 Z-F 1686 -649 K-L 1340 -2514 Z-G 1674-3498 I"WARNING" HEAD AND FOLLOW ALL NO I Lb ON I Nib UI'<AWIN(i! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-17w bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing insalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover pa ae 155 Harlem Ave I listing this drawina indicates acceptance of professional .enaineering responsibility solelylor the design shown. The suitabilifl and use of this drawing for any srr'ucture is the responsibility of the BuildingiDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst orq; SBCA: sbcaconiponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 22641 / SPEC Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T419 FROM: Qty. AVIARA WEST APARTMENTS DrwNo: 12924150836671 Page 2 of 2 Truss Label: lAG / RTT 05/08/2024 Additional Notes Negative reaction(s) of -2054w MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# ØN çofESSio T.T Q 411, o. C 72160 WAKNINLi AU ANU frOLLOVV ALL NO I ON I Nib Ui-(AvviNi.ji inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or PlO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuiIding Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites Alpine: alpineitw.com; TPI: tpinst.org SBCA: sbcacomDonents.com; ICC: iccsafe.orq: AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 1420 AVIARA WEST APARTMENTS DrwNo: 129 24 1508.42008 Truss Label: 1AH / RTT 05/08/2024 I > 2 Complete Trusses Required 2'38 510" 9511 1334 15'0"75 199' 239" 279" 32108 238 368 3711 399 1'91 19" 4' 4' 518 3X4 4 3X4 L H 06X6 12 05 1114X4 ~6X12 T W1 AA ABAC AE G W16 A II3X8 5X6 3X10 6X12 8X10 5X8 8X16 III X10 i4X6 H0508 —2' 30108 2' 62" 514 47" 11012 4' 4' 518 2' 82" 1334 17104 199I 239" 279" 32108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.362 L 999 240 Loc R+ / R- / Rh / Rw /U / RL Y 3154 I- /2500 /1180 /1108 /1888 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.462 L 801 180 BCDL: 8.00 Risk Category: I 1 Snow Duration: NA HORZ(LL): 0.111 L - - Q 4909 /-2061 I- /2653 /2610 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.142 L - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 Y Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.251 0 Brg Wid = 4.0 Mm Req = 2.6 (Truss) Load Duration: 1.25 BCDL' 4 8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.478 Bearing Q is a rigid surface. Bearing Y Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.834 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE, HS C-E 934-2255 K-M 3205 -6004 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W16 2x6 DF-L #2(g); W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12,03" o.c. Bot Chord: 1 Row @ 8.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 11.47 TC: From 39 plf at 11.50 to 39 plf at 17.71 TC: From 40 plf at 11.50 to 40 plf at 32.88 TC: From 36 plf at 17.71 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Conc. Load at (19.90,21.72) PLB: +/-625 lb Conc. Load at (27.60,21 . 72) PL - +/;250at (23.98,21.72)[0.0 deg] 10 No. C 72160 I \1&_C~; ~ %~t, -0 r s: _t:P/ E-F 933-2235 M-N 3214 -6006 F-G 1236-2702 N-0 2335 -4215 G - I 1237 -2649 0- P 2349 -4231 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 1272-1184 U-T 5776 -2980 X-W 2262 -947 T-S 6885 -4014 W - V 5759 -2950 S - R 6730 -3902 V-U 5759-2950 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y-C 549-1470 AB-AC 1560 -1131 C-X 2192 -918 AC-AD 822 -703 X-F 276 -536 AC-N 860 -468 F-W 448 -458 AD-N 1630 -1650 W - I 1981 -986 AD-AE 787 -614 W-K 2099 -3808 N-AE 1582 -2588 - K 1344 -2891 AE-AF 2054 -3145 K - T 435 -777 AF- R 2028 -3126 T-AB 1598 -1155 R-P 4729 -2628 AA- T 545 -376 AG- R 227 -462 AA-M 547 -379 P-Q 1307 -2419 WARNING READ AND FOLLOW ALL NOILS ON ]HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 270 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face ofruss and position as 141111611111 ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave Ilisting this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this Idrawing for any srructure is the responsibility of the Build ing'Designer per ANSlITPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22645 / SPEC Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 1420 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.150842008 Page 2 of 2 Truss Label: 1AH / RTT 05/08/2024 Additional Notes Negative reaction(s) of -2061# MAX. from a non-wind load case requires uplift connection See Maximum Reactions. The maximum horizontal reaction is 2500# I No.0 72160 I WAKNIN(j I(tAU ANL) frOLLOW ALL NO I Lb ON I hIS L)t<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inStalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuiIdinqComponents Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI /TPI 1, or for handling, shipping, installation and bracing of trusses A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of This HarlemAve drawing for any s&ucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI tpjn5torgj.SBCA: sbpcomp_onents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Il0X6 o 5X6 1115X6 3X4 H2'k 2' 62" 2' 82" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. No. C 72TI 60 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520008 T421 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.36846 Truss Label: 1AJ / RTT 05/08/2024 - 238 71111 13615 18' 199" 239" 279" 32108 A. 238 368 2111 574 451 1 19" 4' 4' 518 3X4 3X4 12 L Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. m010 m8X8 3X8 - 6X10 IlI3X6 H0308 30108 514 47" 11012 4' 4' 518 1334 17104 199 239" 279" 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.145 L 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.338 L 999 180 Y 1637 /- I- /981 I- /100 Snow Duration: NA HORZ(LL): 0.045 L - - 0 1425 I- I- /819 I- I- HORZ(TL): 0.105 L - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Y Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.845 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.518 Bearing 0 is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.945 Bearing Y Fcperp = 625psi. FT/RT'8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE,HS VIEW Ver: 23.01.02.0731.17 In lieu of rigid sheathing laterally brace TC with C - E 186 -1921 K - M 646 -3281 E-F 181 -1913 M-N 638 -3276 pur1in5at24"OC F-H 156-1794 N-0 399 -2106 H-I 209-1983 0-P 390 -2106 I - J 301 -1985 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 1918 -338 U-T 3469 -657 W-V 3458 -654 T-S 2929 -541 V-U 3458 -654 S-R 2929 -542 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Y-C 211 -1560 J - K 425 -2145 B-C 116 -527 K-T 87 -476 C-X 1906 -187 T-N 480 -92 F-G 75 -441 N-R 203 -1061 X-H 105 -380 R-0 132 -482 W-J 1145 -153 R-P 2371 -433 W-K 366-1863 P-Q 277 -1385 "VVANNINti'" K KLAU AND I-ULWW ALL Ni.) i I=Zj ON I IllS Dl-<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peres CA 92571 Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing ins"lalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss nd position as 1.41161111 Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.or W C: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520008 1422 AVIARA WEST APARTMENTS DrwNo 129241508.34230 Truss Label: 1AK / RTT 05/08/2024 238 51111 11615 13'3" 16'239" 279" 32108 238 383 574 1'8"d 4812 I 181 4' I I 518 12 5~ 6X6 3X4 H 12 0.5 1. 5X4 I \\F I 8 T4 M3X8 D IN T II x I 13X6 w5X6 1115X6 4X10 8X8 =3X8 6X10 1113X6 3X4 mH0308 (-2' 30108 2' 62" 514 47" 11012 4' 4' 518 I 2' 82 1334 17104 19'9" 239" 279" 32108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.145 J 999 240 Loc R+ / R- I Rh I Rw /U I RL BCLL 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.292 G 999 180 W 1637 I- I- /980 I- /100 BCDL: 8.00 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.045 E - - 0 1425 I- I- /821 I- EXPC Kzt:NA Des Ld: 46.00 HORZ(TL): 0.107 E - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 W Brg Wild= 5.5 Min Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0934 0 Brg Wid = 4.0 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0.519 Bearing Ow a rigid surface. Bearing W Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.934 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s). Chords Tens Comp. Chords Tens Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber C-D 179-16 I - K 614 -3 D - F 158-1875 K-L 606 -3. Top chord 2x4 DF-L #2(g) F - G 201 -2047 L - M 385 -2106 T4 2x4 DF-L #1&Bet.(g); G-H 284 -2051 M-N 376 -2106 Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. V-U 1936 -328 S - R 3469 -619 Plating Notes U - T 3458 -616 R -0 2929 -518 Connectors in green lumber (g)designed using T -5 3458 -616 0- P 2929 -519 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (lbs) Loading Webs Tens.Comp Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent W - C 219 1556 I - R 75 -476 live load. B - C 104 -500 R - L 480 -81 Truss checked for 300# movable concentrated load C-V 1911 -175 L-P 191 -1061 along Top Chord, nonconcurrent with design gravity V - F 101 -378 P - M 132 -482 loads. U - H 1131 -154 P-N 2371 -417 Truss checked for 250# movable concentrated load .;;z;it:P_ U - I 350 -1842 N-0 269 -1385 along Bottom Chord, nonconcurrent with design T gravity loads. H - I 398 -2167 Wind Wind loads based on MWFRS with additional C&C member design. No. C 72160 End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TIC with OF purlins at 24" OC. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall of BCSI (Building Perris CA 92571 temporary (951)300-1759 have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint oIwebs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 87, or B10 as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General A LPINE Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSIITPI 1 for handling, installation bracing trusses. A this drawing conformance with or shipping,, and of seal on or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enain ri eeng responsibility solely-for the design shown. The suitability and use of this North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 1982 -322 S - R 3470 -582 U-T 3458 -579 R-0 2929 -495 T-S 3458 -579 0-P 2929 -495 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W-C 210-1526 l - R 62 -476 B-C 93 -419 R-L 480 -70 C-V 1945 -186 L-P 179 -1061 V-F 104 -380 P-M 132 -482 U-H 1166 -157 P-N 2371 -402 U - I 343-1845 N-0 261 -1385 H - I 371-2164 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1 XZ068520008 T423 AVIAR,A WEST APARTMENTS DrwNo: 129.24.1508.43581 Truss Label: 1AL / RU 05/08/2024 31 11"11 82" 24" 238 510" 5615 1334 18' 199 239" 279" 32108 238 110" 1'4"5 385 4812 19" 4' 4' 518 12 RI 1113X6 o5X6 1114X8 4X10 8X8 m3X8 6X10 1113X6 3X4 H0308 —2' 30108 514 47" 11012 ' 4' 518 I 2' 82" 1334 17104 239" 2711.32108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.146 J 999 240 Loc R+ / R- / Rh / Rw /U I RL W 1637 /- /- /979 I- /100 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.342 J 999 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA I-IORZ(LL): 0.045 J - - 0 1425 /- /- /822 I- I- Des Ld: 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.104 J - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 W Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDi: 10.8 psf CBC 2022 Max TC CSI: 0.893 0 Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.519 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.935 Members not listed have forces less than 375# Loc. from endwal(: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 C - D 206 -2098 I - K 582 -3281 Wind Duration: 1.60 WAVE, HS Lumber D - F 190 -2023 K - L 575 -3276 Top chord 2x4 DF-L #2(g) F - G 222 -2164 L - M 371 -2106 T4 2x4 DF-L #1&Bet:(g); G - H 268 -2110 M - N 363 -2106 bot chord 2x4 Dl--L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W1 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. OFESS,o Truss checked for 250# movable concentrated load along Bottom Chord, noncc.ncurrent with design T. gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. No. C 72160 End verticals not exposed to wind pressure. Left cantilever is exposed to wind * Wind loading based on both gable and hip roof types. Civil- In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. F CAU I VVMU'IIt'U - FW./L) /5iNU ULLL)VV MLL NU UiN i mo L)rc,4VViiNI.! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an'SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locat ons shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per ..CSI sections B3, B7, or 810, as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General ALPINE I Notes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the (AN rr~ COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any sf'ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 III 3X6 05X6 III4X8 4X10 8X8 m3X8 ' 6X10 3X4 mH0308 III N 1113X6 Ply: 1 Job Number: R3444W_DV Gust: R 6652 JRef: 1XZ068520008 1424 AVIARA WEST APARTMENTS DrwNo: 129.241508.43109 Truss Label: lAM / RTT 05/08/2024 11111 7615 1334 18' 199" 239" 279" 32108 11111 574 585 4812 19" 4' 4' 518 H2' 30108 2' 62" 2' 82" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(9) T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TC with purlins at 24' 00. 514 47" 11012 4' 4' 518 1334 17104 I 1991 239" 279" 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.147 I 999 240 Loc R+ I R- I Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.343 I 999 180 V 1637 I- I- /977 I- /100 Snow Duration: NA HORZ(LL): 0.045 I - - N 1425 I- I- /824 I- I- 10RZ(TL): 0.105 I - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 5.5 Min Reg = 1.5 (Truss) CBC 2022 Max TO CSI: 0.680 N Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std. 2014 Max BC CSI: 0.519 Bearing N is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI 0.939 Bearing V Fcperp = 625p5i. FTIRT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE, tts VIEW Ver: 23.01.02.0731.17 D - E 202 -2097 J - K 557 -3, E - F 213-2057 K-L 364 -2' F-G 270-2132 L-M 355 -2105 H - J 565-3281 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U - T 2017 -332 R -0 3470 -561 T-S 3458 -559 Q-P 2929 -483 S - R 3458 -559 P-0 2929 -483 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V-D 238-1610 H-Q 56 -476 D-U 1937 -183 Q-K 480 -64 C-D 130 -534 K-0 172 -1051 U - F 102 -376 0-L 132 -482 T-G 1200 -154 0-M 2371 -393 T-H 337-1852 M-N 257 -1385 G-H 369-2156 No. C 72160 Civil- OF T. WAKNINti -<bAD AND hOLLOW ALL NO I bS ON I Nib L)I<AWIN(i' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlin,g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris GA 92571 Component Safety Information by TPI an8'SBCA) or safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing in51a11ed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT'mN Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the COW— truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing, or cover pa 155 Harlem Ave listing this drawina indicates acceptance of professional .enamnering responsibility solely-for the design shown. The suitabilityand use of is drawing for any sfr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orgj SBCA: sbcacomponents.coijcC: iccsafe.org; AWC: awc org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV - Cust: R6852 JRef:1XZ068520008 T425 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.29849 Truss Label: 1BA / RU 05/08/2024 418 2113 11111 5615 1038 14611 16 1910 2110' 2510" 2910" 30108 489 I 15") 310" 2' 4' 4 i'O8 1111.5X4 m5X8_, m6X1O3 __- 12 4 c" 3X4 \\\08 ilI4X6 ANN t ;t T D 12 0.5 3X10 - S T6 T e4X6 4X6 Um V = AF AE AD AC AB AA Z V X MW Xe \U4X6 114X8 m6Xi0 m3X8 6X8 1113X6 1114X6 1114X6 . 4X6 30108 A 15" 408 514 2'5"4 208 41" 4' 4' 15" 82' 1334 1588 179" 2110" 2510" 2910" 288 108 8 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) I Oct l/CSl Criteria A IVIdAIFIlUIJI redLLiuIl TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.221 0 999 240 Loc R+ / R- / Rh / Rw 1U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.513 0 722 180 AG 1440 I- /- /838 I- /112 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,084 B - - W 1432 I- I- /828 /- Des Ld: 46,00 EXP: C Kzt: NA HORZ(TL): 0.196 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10,8 psf CBC 2022 Max TC CSI: 0.907 W Brg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit' 2.00 BCDL 48 psf Bearing W is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.473 Bearing AG Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.859 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 66 -557 K-M 1361 -299 Lumber B-C 160 -1429 L-O 259 -1331 Top chord 2x4 DF-L #2(g) C-F 136 -1317 M-O 1197 -264 IT62x4DF-L#1&Bet.(g); D-E 120 -1254 N - P 500 -3180 I Bot chord 2x4 DF-L #1&Bet.(g) E - G 76 -1049 P -0 499 -3176 Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #2(g); F - H 199 -1472 0 - S 502 -3200 I Lumber shall be dried to a maximum moisture content G - I 29 -855 5- T 351 -2002 of 19% prior to installation. H - L 256 -1456 T - U 343 -2063 Plating Notes l - J 11 -775 U-V 75 -454 J - K 1466 -314 Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TC with purlins at 24' OC. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AF-AE 587 -207 AB-AA 3250 -487 AE-AD 1629 -329 AA-Z 2961 -471 AD-AC 2389 -368 Z-Y 2961 -471 AC-AB 3232 -484 V - X 592 -101 Maximum Web Forces Per Ply (Ibs) OFESS,o Webs Tens.Comp. Webs Tens. Comp. T. A-AG 143-1439 AC-N 359 -2198 A-AF 1309 -121 J - N 343 -2252 AF-B 116 -1128 M-N 127 -641 B-AE 1518 -149 AA-S 427 -20 AE-D 176-1296 Q-R 77 -462 No.0 72160 D-AD 863 -37 S-V 174 -1155 C-D 78 -531 V-T 106 -427 E - F 107 -541 Y-U 1814 -291 G -AC H - I 107 -547 115 -446 U - X X-V 268 -1377 1461 -237 OPCAUV AC-J 2114 -304 V-W 226 -1409 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in1aIled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI 1 or for handling shipping,, installation and bracino of trusses. A seal on this drawing or cover pa'e listing this drawing, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 - Ply' 1 Job Number: R3444W_DV Cusi. R6852 JRef. 1XZ068520008 T426 AVIARA WEST APARTMENTS DrwNo: 129241508.30490 Truss Label: 1BB / RTT 05/08/2024 31111 fl"8 7615 12511 14112 1910" 2181 2584 2984 30'lp"8 3,1111 '13 357 41112 171 310" i'io"4 4' 4' 1'2"b 1111 ,5X4 4X4 --6xlo 1113X4 3X4 013X6 55X6 4X6 4X6 6X10 3X8 6X8 1113X6 4X6 30108 A '" 6" 408 514 2'T' 41" 4' 4' l'2"f 35 418 82" 1334 15104 2184 2584 2984 301b"8 H. Loading Criteria (psO Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL; 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed. 105 mph Pf: NA Ce: NA VERT(LL): 0.182 F 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.423 F 875 180 AE 1441 I- I- /838 I- /112 BCDL: 8.00 Risk Category: H Snow Duration: NA HORZ(LL): 0.074 B - - U 1431 I- I- /828 I- I- Des Ld: 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.172 B - - Wind reactions based on MWFRS NCBCLL' 10.00 Mean Height: 24.55 ft Building Code: Creep Factor. 20 AE Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.679 U Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration. 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.478 Bearing U is a rigid surface. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.855 Bearing AE Fcperp = 625p5i Loc. from endwall: Any FT/RT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Pbs) GCpi: 0 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber In lieu of rigid sheathing laterally brace TC with A - B 137-1187 I - K 226 -1 Top chord 2x4 DF-L #2(g) purlins at 24" OC. B - C 144 -982 J - K 1117 C - F 144 -1666 M - N 520 -3259 T6 2x4 DF-L #1&Bet.(g); D - E 140 -1513 N-0 519 -3257 Bot chord 2x4 DF-L #1&Bet.(g) E - G 77 -1224 0- Q 521 -3272 Webs 2x4 DF-L Standard(g) F - I 212 -1237 0 - R 355 -2666 Lumber shall be dried to a maximum moisture content G - H 66 -1121 R - S 347 -2666 of 19% prior to installation. H - J 71 -1151 S - T 75 -453 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fist TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp AD-AC 1098 -246 Z - Y 3443 -527 AC-AB 1155 -257 Y - X 2945 -473 AB-AA 2458 -370 X-W 2945 -473 AA-Z 3426 -525 W-V 590 -101 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 159-1493 L-M 178 -737 A -AD 1483 -127 M - Y 59 -443 — D-AC 129 -866 Y-Q 535 -31 D-AB 1384 -114 Q-W 172 -1130 E-F 163 -761 W-R 109 -438 G-AA 89 -512 W-S 1820 -294 No.0 72160 AA-J 2104 -314 S-V 269 -1373 AA-M 389-2268 V-T 1457 -238 J - M 370-2436 T-U 228 -1409 "VVMNNlrI.," MrhkUiNL) rULLUVV /ALL iNL)iCZ) UN I NIZI Ui-0IkVViiNL! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, handling sal practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing er BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the s=vrcoepasv truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paoe listing this drawino' indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq. AWC: awc.orq Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl!CSI Criteria PP Deflection in bc Lldefl LI# VERT(LL): 0.248 K 999 240 VERT(CL): 0.316 K 999 180 HORZ(LL): 0.077 B - - HORZ(TL): 0.098 B - - Creep Factor. 2.0 Max TC CSI: 0.332 Max BC CSI: 0.326 Max Web CSI: 0.868 Ply: 2 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520005 T427 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44145 Truss Label: 1BC I RTT 05/08/2024 2 Complete Trusses Required 412 1 52"3 93"4 24'1112 38 132"7 16' 7070' 218" 2510" 2510" 3002 T1 1 12 0 ~Sx 12E 'd 8308 '11AC8 ZY82WV. IHO310 _6x6 C4X4 4X4 4X4 8Xl0 4X8 8016 011"12 474 574 27' 81" 4' 31112 82 1334 15104 2510' 2910 1'lO-I It" 87,9" 378 I 534 —H 788 112:1,1 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL' 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP. C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) 74 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W19 2x6 DF-L #2(g); W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. I Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @11.25"o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. Additional Notes Negative reaction(s) of -2754# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# VIEW Ver: 23.01 .02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 38 plf at -2.00 to 38 plf at 17.83 TC: From 40 plf at -2.00 to 40 plf at 30.88 TC: From 36 plf at 17.83 to 36 plf at 30.88 BC: From 1 00t0 16 plf at 30.88 PLB: +/-62 . 83,21.55) PL- + c.L 1.89)[0.0 deg] No. C 72160 * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh / Rw /U / RL AC 2261 I- /2500 /837 /584 /1885 T 5615 1-2754 I- /3178 /3133 Wind reactions reactions based on MWFRS AC Brg Wid = 5.5 Min Reg = 1.5 (Truss) T Brg Wid = 4.0 Min Reg = 3.0 (Truss) Bearing T is a rigid surface. Bearing AC Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 277-1002 l-J 884 -2388 B - E 261 -946 L-M 1687 -3983 C-D 424-1195 M-N 1687 -3981 D-F 441-1243 N - P 1689 -3992 E-G 256 -915 P-Q 2700 -4693 F-H 649-1595 Q-R 2670 -4626 G-1 256 -912 R-S 504 -980 H - I 649-1559 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 1254-1245 Y-X 3842 -1521 AB-AA 1690 -825 X-W 4511 -2214 AA-Z 2102 -680 W-V 4517 -2221 Z-Y 3826-1515 V-U 1220 -686 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 299-1110 AF-V 370 -1074 A -AB 1155 -324 V -AH 3857 -2208 AB-C 215 -673 AG-V 1877 -2125 C -AA 1184 -422 AG-AH 398 -392 Z-J 1800 -726 AH-Al 4181 -2435 Z-L 1070-2391 AI-R 4257 -2478 J - L 1026 -2825 R-AJ 1516 -2673 L-X 318 -570 AJ-U 1533 -2702 X - P 1053 -653 U -5 2734 -1534 P-AE 600-1381 S-T 1496 -2677 AE-AF 589-1361 WARNING READ AND FOLLOW ALL NO I ES ON FHIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B10 as applicable Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN IM COMPANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional engineering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Build ing'"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.481 TPI Std: 2014 Max BC CSI: 0.326 Rep Fac: Varies by Ld Case Max Web CSI: 0.868 FTIRT:8(0)I10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01 .02.07 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. O~N,. C 72160 * OF Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AB 294-1092 AE-AF 589 -1361 A-AC 1201 -338 AF-U 370 -1074 AC-AA 1272 -360 U -AH 3857 -2208 AA-D 269 -848 AG-U 1877 -2125 D-Z 1450 -495 AG-AH 398 -392 Z-G 178 -460 AH-Al 4181 -2435 Y-1 1983 -776 AI-Q 4257 -2478 Y - K 1037 -2381 0 -AJ 1516 -2673 I - K 1027 -2829 AJ-T 1533 -2702 K-W 318 -589 T-R 2734 -1534 W-0 1052 -654 R-S 1498 -2677 0-AE 600-1381 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 1428 AVIARA WEST APARTMENTS DrwNo: 129.241508.41413 Truss Label: 113D I RTT 05/08/2024 1 2 Complete Trusses Required 241112 38 393 75" 1721 1331 lB 1710" 218"j 2570 2910" 300"8 39"3 3713 375 2013 2712 370" 1704 rlo"a 4910 4f ~3 —3M f 81j AB 81 Z V XW 82V U 7 113X8 0"484 4X6 8X1O 4X8 8Xl6 I7H03l0 4X4 6XB A 30708 415 408 514 27 87 478 82" 133"4 15104 2510 2910" 0"8 2111"12 I 775 I 534 —H 21411 12 78_8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt NA Des Ld: 46.00 Mean Height 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W19 2x6 DF-L #2(g); W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @11.25 p.c. Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" p.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.310 H 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL) 0.395 H 937 180 AB 2261 I- /2500 /835 /584 /1885 Snow Duration: NA HORZ(LL): 0.094 B - - 5 5615 /-2754 1- /3178 /3133 I- HORZ(TL): 0.121 B - - Wind reactions based on MWFRS ,o org vvia = 5.5 win req = 1.5 (Truss) S Brg Wid = 4.0 Min Reg = 3.0 (Truss) Bearing S is a rigid surface. Bearing AB Fcperp = 625p51. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con' (1.17 A - B 288-1038 H - I 906 -24 B-C 255 -919 K-L 1687 -3 C - E 263 -936 L-M 1686 -3980 D-F 522-1549 M-0 1689 -3991 E-H 261 -928 0-P 2700 -4693 F-G 512 -1482 P-Q 2670 -4626 G-H 659-1617 Q - R 504 -900 Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all TC Chords Tens.Comp. Chords Tens. Comp @ 24" oc. AB-AA 1252 -1248 X-W 3841 -1521 Laterally brace bottom chord above filler with purlins AA-Z 1723 -816 W-V 4512 -2214 at 24' OC. Z-Y 2431 -771 V-U 4517 -2221 Y-X 3824-1514 U-T 1220 -686 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSt (Building Perris CA 92571 Component Safety Information, by TPI an8'SBCA) f5'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IflN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 4— COMP-truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw corn; TPI. tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC' awc.org Glenview, IL 60025 SEQN: 22683 / SPEC Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T428 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.241508.41413 Page 2of2 Truss Label: 1 BD / RTT 05/08/2024 Additional Notes Negative reaction(s) of -2754# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Special toads (Lumber Dur.Fac.=1,60 I Plate Dur.Fac.1.25) TC: From 38 plf at -2.00 to 38 plf at 17.83 TC: From 40 plf at -2.00 to 40 plf at 30.88 TC: From 36 plf at 17.83 to 36 plf at 30.88 BC: From 16 plf at -2.00 to 16 plf at 30.88 PLB: +1-625 lb Conc. Load at (21.83,21.55) PLB: +1-625 lb Conc. Load at (29.83,21.55) PL - +/-2500 lb Conc. Load at (26.02,21.89)[0.0 deg] I "WAKNIN(j'" F<PU ANL) F-OLLOW ALL NO I Lb ON I Hlb L)I<AWINGI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing cer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 63, B7, or 610, as applicable Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resonsibIe for any deviation from this drawing, any failure to build the truss in conformance with AN AN -NY SI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae Ilisting this drawino indicates acceptance of professional engeering responsibility solely -for the design shown. The suitability and use of tt- 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef: 1 XZ068520008 T429 AVIARA WEST APARTMENTS DrwNo: 129.24150834968 Truss Label: 1 B / RU 05/08/2024 3 1 10 11111 82" '"1 135" 16 2184 /'11"12 2510 2910' 30108 1111 44" 12/5 401 27" 584 38 3104 4' 108 12 4 ri' 3X4 106 \\\4X6 BC D F < E -3X10 5X6 6X10 12 05 i1A8M Z V X W V U T S X6 V4X4 4X4 6X8 3X8 6X8 IiI3X 114X6 1114X6 4X6 A 1612 188 44" 310 1 82" 612 30108 53" 2'5"4 81" 135" 151041 I 2510"017 ,l70"1 1T9" 4' ,j98 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL' 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.168 G 999 240 Loc R+ IR- IRh /Rw /U /RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.387 G 956 180 AC 1435 I- I- /834 I- /108 BCDL: 8,00 Risk Category: 11 Snow Duration' NA HORZ(LL): 0.053 B - - R 1430 I- I- /831 /5 I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.123 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Min Reg = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.723 R Brg Wid = 4.0 Mm Reg = 1.5 (Truss) BCDL 48 psf Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.529 Bearing R is a rigid surface. Bearing AC Fcperp = 625p51 Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.740 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731 17 Lumber A-B 82 -636 J - K 551 -3 B-C 74 -502 K-L 550 -3 Top chord 2x4 DF-L #2(g) C - D 194 -1459 L - N 552 -3255 T4 2x4 DF-L #1 &Bet. (g); D-G 199 -1467 N-O 369 -2054 Bot chord 2x4 DF-L #1&Bet.(g) E - F 120 -1398 0- P 361 -2085 Webs 2x4 DF-L Standard(g) W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content F - G 98 -1195 P-0 G - H 298 -2508 77 -451 of 19% prior to installation, Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. AB-AA 619 -213 W-V 3406 -560 All plates are 1.5X3 except as noted. AA- Z 658 -218 V - U 2944 498 Z - Y 1543 -333 U - T 2944 -498 Loading Y-X 2820 -446 T-S 588 -104 Bottom chord checked for 10.00 psf non-concurrent X - W 3391 -558 live load. Truss checked for 300# movable concentrated load Maximum Web Forces Per Ply (Ibs) along Top Chord, nonconcurrent with design gravity Webs Tens.Comp. Webs Tens. Comp. loads. Truss checked for 2504 movable concentrated load SS10 321 -1798 A-AC 186-1642 X-J along Bottom Chord, nonconcurrent with design T.AB-B A-AB 1525 -163 H-J 45 -439 J-V 460 -2739 62 -406 gravity loads. ' AA-C 113 -922 V-N 516 -39 Purlins C-Z 1783 -227 N-T 185 -1130 In lieu of structural panels use purlins to brace all flat 109 -438 Z-E 220-1390 T-O TC @ 24" oc. No. C 72160 D - E 152 -612 T-P 1821 -308 E-Y 1324 -112 P-S 277 -1371 Wind F-X 87 -594 S-Q 1451 -246 Wind loads based on MWFRS with additional C&C X - H 1822 -264 Q - R 236 -1405 member design End verticals not exposed to wind pressure. OF CAUV: Wind loading based on both gable and hip roof types. VVMNIPU" rctp,L) PdNU rULLUVV ALL NU i UN i rho, L)rc/wViNL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous Iteral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 1truss hnd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i i...pi E Notes page for additional information. Alpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply: 2 Job Number: R3444WDV Cust: R 6852 JRef: 1X7068520008 T430 AVIARA WEST APARTMENTS DrwNo: 129.24. 1508.34663 Truss Label: 1BF I RU 05/08/2024 2 Complete Trusses Required 310 2j'11"12 30 2'23 87 9'7 13'3"4 IS' 1910" 21'8"j 2510" 2910" 30'10"8 22"3 44" 871 0r13 2782 380" i'io"4 3'10"4 4' i'04 8X12 31 12 .6X6 113X8 404 4X4 8X10 4X6 IkH0308 04X4 6X8 30'108 194 44" 514 27" 81" 4' 1334 15104 2510" 2918' i2 Fj1 3'7"8 I 574-H 42 05 6x18 488 3X3X. ),3X4 T4 j ITT 02 8X16 1903 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity VERT(LL): 0.266 H 999 240 Loc R+ / R- / Rh VERT(CL): 0.340 H 999 180 AA 2261 I- /2500 HORZ(LL): 0.080 B - - 0 5615 /-2754 I- HORZ(TL): 0.102 B - - Wind reactions based on MW Creep Factor: 2.0 AA Brg Wid = 5.5 Min Rec Max TC CSI: 0.391 Q Brg Wid = 40 Min Rec Max BC CS' 0.326 Bearing Q is a rigid surface. Max Web CSI' 0.868 Bearing M Fcperp = 625p5i. rLT.T4 No. C 72160 CIVI OF Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0"" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) 14 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W19 2x6 DF-L #2(g); W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @11.25 o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"" oc. Laterally brace bottom chord above filler with purlins at 24"" OC. Non-Gravity /Rw /U /RL /834 /584 /1885 /3178 /3133 I- FRS 1.5 (Truss) = 3.0 (Truss) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 133 -505 l-J 1687 -3983 B-C 330-1183 J - K 1687 -3981 C-F 326-1168 K-M 1690 -3992 D-E 493-1421 M-N 2700 -4693 E-F 608 -1447 N-0 2670 -4626 F-G 912-2514 0-P 504 -900 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp AA- Z 1251 -1248 V - U 3843 -1522 Z-Y 1507 -880 U-T 4511 -2214 Y-X 1835 -790 T-S 4517 -2221 X - W 2548 -808 S - R 1220 -686 W-V 3826-1515 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AA 294 -1121 AC-AD 589 -1361 A-Z 1039 -278 AD-S 370 -1074 Z - B 253 -890 S -AF 3857 -2208 B-Y 1258 -362 AE-S 1877 -2125 V - D 333 -1092 AE-AF 398 -392 D - X 1331 -467 AF-AG 4181 -2435 W-G 2078 -808 AG-0 4257 -2478 W - I 1076 -2405 0 -AH 1516 -2673 G - I 1021 -2813 AH-R 1533 -2702 I - U 317 -569 R-P 2734 -1534 U - M 1052 -862 P - 0 1496 -2677 M-AC 600-1381 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Ver: 23.01 .02.0731.17 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at -2.00 to 38 plf at 17.83 TC: From 40 plf at -2.00 to 40 plf at 30.88 TC: From 36 plf at 17.83 to 36 plf at 30.88 BC: From 16 plf at -2.00 to 16 plf at 30.88 PLB: +1-625 lb Conc. Load at (21.8321.55) PLB: +1-625 lb Conc. Load at (29.8321.55) PL - +/-2500 lb Conc. Load at (26.02,21.89)[0.0 deg] "WARNING" READ AND 1-OLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rioter Si Trusses require extreme care in fabricating, handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted olherwise, lop chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. lAlpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ~ COMPANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover pa ,e I listing this drawina indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabili and use of is 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.ora; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef 1XZ068520008 1473 AVIARA WEST APARTMENTS DtwNo 129.24 1508.38422 Truss Label: IBG / RTT 05/08/2024 31111 11415 135" 16 2184 l'ii"l2 2510 29101,30108 31111 754 201 27' 584 '38 3104 4' 108 I T 12 ;- Ill 2X3 BC \\\4X6 Ti A 1NT 11I M z IU3X6 04 m06 5X6 X8 12 0.5 34 1.5X4 I K 3X10 —4X6 X W V U T S m4X6 m6X8 m3X8 6X8 30108 35" 53" 254 81" 4' 35 3'0" 82 135" 15104 2510" 2910" 1101 108 179" Loading Criteria (psO Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL) 0.254 F 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.577 F 642 180 AA 1435 I- I- /836 I- /108 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 B - - 0 1429 I- I- /829 /4 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL) 0.168 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.55 ft Building Code. Creep Factor: 2.0 AA Brg Wid = 5.5 Min Reg = 1.5 (Truss) Soffit: 2.00 TCDL: 108 psf CBC 2022 Max TC CSI: 0.959 Q Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.628 Bearing Q is rigid surface Bearing AA Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Vanes by Ld Case Max Web CSI: 0.628 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731 17 Lumber A-B 167-1227 I-J 554 -3 B-C 191 -1093 J - K Top chord 2x4 DF-L #1&Bet.(g) C - F 163 -1096 K - M 555 -3248 T1 2x4 DF-L #2(g); D-E 145 -1489 M-N 370 -2863 Bot chord 2x4 DF-L #1&Bet.(g) E - F 153 -1502 N-0 362 -2863 Webs 2x4 DF-L Standard(g) Wig 2x4 DF-L#2(g); F-G 295 -2417 0-P 78 -450 Lumber shall be dried to a maximum moisture content of 19% prior to installation Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using z - Y 1118 -264 V - U 3395 -563 NDS/TPI reduction factors. Y - X 1167 -274 U - T 2942 -500 All plates are 1.5X3 except as noted. X - W 2522 -405 T - S 2942 -500 W-V 3381 -561 S-R 588 -105 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity A -AA 191 -1534 I - U 62 -399 loads. A - Z 1546 -170 U - M 509 -40 Truss checked for 250# movable concentrated load Bottom Z-B 419 -126 M-S C-D 208 -560 S - N 186 -1130 109 -438 along Chord, nonconcurrent with design gravity loads. T. T.4J,Q D-Y 273-1227 S-O 1819 -309 D-X 1426 -133 O-R 278 -1370 W - G 1517 -215 R - P 1450 -247 Wind W - I 309 -1719 P - Q 236 -1404 Wind loads based on MWFRS with additional C&C G - I 472-2786 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. CIVI In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. WARNIN3 REAL) AND FOLLOW ALL NO I ES ON I HIS L)t<AWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aeply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L.Pi I\J E Notes page for additional information. Alpine, a division of lTW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN PIN COWANY truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing, or cover pace listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: 56852 JRef: 1XZ068520008 T474 I AVIARA WEST APARTMENTS I DrwNo: 12924.1508.32446 Truss Label: 1 B / RU 05/08/2024 418 6'0"3 1028 1357 16 2184 ?11"12 2510 2910 418 110111 425 3215 269 584 38 3104 4' 108 12 0 3X4 1.5X4 K 12 0.5 o 3X4 T1 Ii 60 ___________________ 1113X6 4X4 -06 --6x8 m6X8 13X6 m4X6 m4X6 30108 31112 424 1 4' I 31112 82 135" 15104 2510" 2910" 110"1 108 179" 30 0"8 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.150 G 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.304 G 999 180 AC 1446 I- I- /837 /- /108 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 B - - T 1433 I- I- /828 /3 1- EXP: C Kzt: NA Des Ld: 46.00 '-IORZ(TL): 0.103 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL.: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.562 T Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.469 Bearing T is a rigid surface Bearing AC Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.591 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 A-B 159-1236 l - J 288 -2297 Lumber B-E 193 -1192 L-M 557 -3252 Top chord 2x4 DF-L #1&Bet.(g) C - D 107 -1147 M - N 556 -3249 T1 2x4 DF-L #2(g); D-F 107 -1169 N - P 558 -3265 Bot chord 2x4 DF-L #1&Bet.(g) E - G 192 -1129 P - Q 372 -2089 Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); F - H 149 -1411 Q - R 364 -2089 Lumber shall be dried to a maximum moisture content G - I 187 -1119 R -5 78 -452 of 19% prior to installation. H - I 122 -1341 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens Comp All plates are 1.5X3 except as noted. AB-AA 1148 -261 X - W 2951 -502 AA- Z 2207 -368 W - V 2951 -502 Loading Z-Y 3403 -565 V-U 589 -105 Bottom chord checked for 10.00 psf non-concurrent Y - X 3417 -568 live load. Truss checked for 300# movable concentrated load Maximum Web Forces Per Ply (Ibs) along Top Chord, nonconcurrent with design gravity Webs Tens.Comp. Webs Tens. Comp. loads. Truss checked for 250# movable concentrated load A-AC 168-1418 X-P 519 -41 along Bottom Chord, nonconcurrent with design A-AB 1423 -139 P-V 187 -1134 gravity loads. AB-C 129 -817 V-Q 109 -438 - C-M 1142 -108 V-R 1825 -311 Z-J 1428 -208 R-U 279 -1374 Wind Z-L 317-1785 U-S 1453 -248 Wind loads based on MWFRS with additional C&C No. C 72160 J - L 471 -2764 S-T 237 -1407 member design. L-X 64 -408 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. CIVI In lieu of rigid sheathing laterally brace TC with OF purlins at 24' OC. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ffi'r to these functions. Installers temporary. an8SBCA) safety practices prior performing shall provide bracing Der BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural bottom sheathing and chord shall 19511300-1758 have attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed a properly with diagonal bracing in1aIIed on the CLR per BCSI sections B3, 67, or B10 as applicable ApIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional irformation. to job's General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN nINCO—Y truss in conformance with ANSI/IPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444WDV Cust. N 6852 JRef. 1XZ068520008 T476 AVIARA WEST APARTMENTS DrwNo 129 24150833784 Truss Label: 1BJ / RTT 05/08/2024 31111 18 81015 1334 131011 1910 2110 2510 2910 300"8 31111 13 21015 44••5 7• 310 2 4• 4• I III 15X4 12 16 E AG 1 04X6 113X6 4X6 3612 12112 3612 1 15,818 12 05 ±il 6X10 3X8 6X8 11306 4X6 208 41 4 4 179 2110 2510 2910 I 11T 152 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf is PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL 1800 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.160 M 999 240 Loc R+ / R- I Rh / Rw /U / RL AG 1439 I- I- /837 I- /108 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.366 M 999 180 BCDL: 800 Risk Category. 11 Snow Duration: NA HORZ(LL). 0.052 B - - W 1431 I- I- /828 I- I- Des Ld: 4600 EXP: C Kzt: NA f-tORZ(TL): 0.121 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.574 W Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.487 Bearing W is a rigid surface. Bearing AG Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.851 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:5(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Vier . 23.01.02.0731.17 A-N 130 -1179 J - i 47 -11 Wind Duration. 1.60 WAVE Lumber In lieu of rigid sheathing laterally brace TC with - C 133 -925 -M 213 -11-. Top chord 2x4 DF-L #2(g) pur1in5at24'OC. C-E 140 -1087 L-M 1135 -274 16 2x4 DF-L #1&Bet.(g); D - F 145 -1617 0- P 474 -3254 Bot chord 2x4 DF-L #1&Bet.(g) E - I 138 -1080 P -0 473 -3251 Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); F - G 128 -1530 0- S 475 -3267 Lumber shall be dried to a maximum moisture content G - H 86 -1381 S - T 335 -2085 of 19% prior to installation. H - J 30 -1103 T - U 327 -2085 Plating Notes I - K 207 -1277 U-V 71 -453 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AF-AE 1097 -234 AB-AA 3434 -473 Loading AE-AD 1115 -238 AA-Z 2944 -440 Bottom chord checked for 10.00 psf non-concurrent AD-AC 2588 -368 Z - Y 2944 -440 live load. AC-AB 3416 -470 Y - X 590 -96 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity Maximum Web Forces Per Ply (Ibs) loads. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load T. along Bottom Chord, nonconcurrent with design A-AG A-AF 149-1485 1472 -118 N-0 O-M 156 -866 41 -434 gravity loads. C-D 540 -10 AA-S 530 -15 D-AE 102 -658 S-Y 155 -1130 Wind o. D-AD 1547 -131 Y-T 109 -438 Wind loads based on MWFRS with additional C&C G-AC 117 -582 Y-U 1818 -276 member design. H - I 159 -733 U-X 258 -1373 AC-L 2094 -298 X-V 1457 -227 End verticals not exposed to wind pressure. AC-0 347-2181 V-W 217 -1409 Wind loading based on both gable and hip roof types. CIV NQ L-O 335-2487 WARNIN(5 AU AND hOLLOW ALL NO I 1=6 ON I Hlb Dt(AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fôr safety practices orior to performing these functions. Installers shall provide temporary l95300-1758 bracing oer BCSI. Unless rioted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in8lalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of 'truss and position as 144111111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , L_PI r.i E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawn or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabiIi' and use of this drawing for any sti-'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.orgjSBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520008 T475 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.33348 Truss Label: 1BK / RTT 05/08/2024 418 (9' 2113 11111 61015 1038 14112 151011 1910 2110' 2510" 2910" 30108 297 349 3104 1'8"1 310" 2' 4 4 I lit 5X4 o3X4 m3X4 R 2 4 El 12 05 V\08 1114X6 "3X4 —_3X10 —4X6 II11 AG F AD Ac AB MZ YXW AE IFI3X6 \\\4X6 IlL4X8 6X10 m3X8 6X8 1113X6 I1I4X6 I1106 m4X6 30108 A 15" 408 514 254 200 41' 4' 4' 15" L 82" 1334 1508 179" 2110 2510 2910" 288 1'O" 418 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.226 0 999 240 Loc R+ / R- I Rh / Rw /U / RL AG 1438 I- I- /836 1- /112 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.526 0 704 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.089 B - - W 1431 I- I- /829 I- I- Des Ld' 46 00 EXP: C Kzt: NA HORZ(TL): 0.207 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Meal Height: 24.55 ft Creep Factor: 2,0 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL' 108 CBC 2022 Max TC CSI: 0.893 W Br Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 BCDL' 4.8 psf TPI Std: 2014 Max BC CSI: 0.490 Bearing W isa rigid surface. Load Duration: 1.25 MWFRS Parallel Dist' 0 to h/2 Bearing AG Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3,29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.818 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 67 - 656 K - M 1262 -288 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) T6 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Be:.(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcrrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. B-C 162 -1409 L-O 260 -1309 C-F 137-1286 M-0 1175 -268 D-E 143-1444 N-P 486 -3175 E-G 89-1186 P-Q 485 -3170 F-H 199-1460 0-S 488 -3195 G - l 30 -954 S-T 345 -2961 H-L 256-1448 T-U 337 -2962 7 -876 U-V 74 -453 I - J J-K 1397 -309 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, AF-AE 587 -209 AB-AA 3239 -470 AE-AD 1622 -332 M-Z 2961 -461 AD-AC 2609 -401 Z-Y 2961 -461 AC-AB 3223 -468 Y-X 592 -99 Maximum Web Forces Per Ply (Ibs) ocEss,o Webs Tens.Comp. Webs Tens. Comp. A-AG 147 -1438 AC-N 310 -1991 A-AF 1309 -124 J - N 359 -2392 AF-B 119-1126 M-N 81 -470 B-AE 1484 -150 AA-S 422 -25 No. C72160 AE-D 176 1268 Q-R 77 -469 D-AD 1966 -68 S-Y 168 -1155 C-D 87 -486 Y-T 196 -426 E-F 126 -638 Y-U 1813 -285 G -AC 132 -653 U - X 264 -1377 FCALt° H - I 113 -431 X-V 1460 -234 AC-J 2012 -277 V-W 223 -1409 I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin,g shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) to'r safety pactices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless rotea oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Loca:ions shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of iruss and position as 1144611111., Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc shall not be responsible for any deviation from this drawing, any failure to build the uur,wcoerunr truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin or cover pa listing this drawina indicates acceptance of professional enqineering responsibility solely-for the design shown. The suitabilityand use of is 155 Harlem Ave drawing for any srr'ucture i9. the responsibility of the Building 'Designer per ANSI/WI 1 Sec.2. North Building 4th Floor I For more information see t-tese web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply 2 Job Number: R34.44W_DV Cost R6852 JRef: 1XZ068520008 T477 AVIARA WEST APARTMENTS DrwNo 12924 150831350 Truss Label: 1 C / RTT 05/08/2024 2 Complete Trusses Required 10"11 6O"8 5128 2412 22"9 lair 196" 4118 47" 238"4 fl11"12 2710" 3110" 320"6 474 310"4 4' '08 111.503 04 — H0508 111308 WI 5X3 404 A 3712 2412 311" =8010 =8010 04 4118 454 1111.503 MU16 91HO310 =808 8512 4' 3772 6'O"B 9128 1411" 1944 2710 3110 1.0_B 23'1I"12 I 378 I 534 —"l 231112 78"8 N 11 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure. Closed BCDL: 8.00 Risk Category: II EXP C Kzt: NA Des Ld. 46.00 Mean Height: 24.63 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall' Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W16 2x6 DF-L #2(g); W17 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131'x3", mm. nails Top Chord: 1 Row @11.25 o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted Additional Notes Negative reaction(s) of -2710# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.308 S 999 240 Loc R+ I R- / Rh / Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.393 5 999 180 X 2305 I- /2500 /890 /545 /1885 Snow Duration: NA HORZ(LL)' 0.088 B - - 0 5758 /-2710 I- /3217 /3169 I- -tORZ(TL): 0.112 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 CBC 2022 Max TIC CSI. 0.486 TPI Std: 2014 Max BC CSI: 0.342 Rep Fac: Varies by Ld Case Max Web CSI' 0.890 FT/RT:8(0)I10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.073 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24 oc. Laterally brace bottom chord above filler with purlins at 24 OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X - C 413 -1627 Z -AA 553 -1398 C-D 912 -259 AA-Q 336 -1110 D - V 1204 -360 0-AC 3970 -2236 V-E 202 -801 AB-1 1880 -2125 G -T 51 -403 AB-AC 395 -394 T - H 1761 -880 AC-AD 4293 -2463 T - I 1283 -2762 AD- M 4370 -2506 H - I 871 -2513 M-AE 1532 -2740 I-S 264 -573 AE-P 1549 -2770 S - K 1084 -474 P-N 2805 -1551 K-Z 564-1419 N-0 1514 -2746 A org vvio = 5.5 Min rceq = i. (I1U5S) 0 Brg Wid = 4.0 Min Req = 3.1 (Truss) Bearing 0 is a rigid surface. Bearing X Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Coo 117 C-F 318 -1247 I - K 1858 -4 D-E 320-1088 K-L 2731 -4t2 E - F 478 -1452 L - M 2700 -4748 F-G 774-2600 M-N 510 -923 G-H 831 -2417 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 1893 -802 T-S 4553 -1852 W-V 1916 -794 S-R 4740 -2272 V - U 2377 -883 R -0 4745 -2278 U-T 2512 -751 0-P 1251 -694 T. TAJv0 No. C 72160 per drawing tor any structure is the responsibi For more information see these web sites: I NOTES ON THIS DRAWt CONTRACTORS INCLUDE otalling.and bracing. Referti ices prior to performing theso operly attached structural shi ent of webs shall have contin p e for any deviation from this drawing, any failure to build the bracing of trusses. A seal on this drawing or cover page olelyTor the design shown. The suitability and use of this 1 Sec.2. SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i iniurid Empire TrUSS 275 West Rider St Perris CA 92571 19511300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Of SEQN: 23075 I SPEC Ply:2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520008 T477 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.31350 Page 2 of 2 Truss Label: 1CA / RU 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 38 p11 at 0.00 to 38 p1t at 19.83 IC: From 40 p11 at 0.00 to 40 p11 at 32.88 IC: From 36 pIt at 19.83 to 36 plf at 32.88 BC: From 16 p11 at 0.00 to 16 p11 at 32.88 PLB: +/-625 lb Conc. Load at (23.8321.55) PLB: +/-625 lb Conc. Load at (31 .83,21.55) PL - +/-2500 lb Conc. Load at (28.02,21.89)[0.0 deg] No.0 72160 j) CIVIL- ~OF I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino, shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) fEr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless rioted otherwise, top chord shall have proper iv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inialIed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 'truss in conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawingor cover pa 155 Harlem Ave I listing this drawina indicates acceptance of professional enaineering responsibility solely-for or the design shown. The suitabilityand use of is drawing for any srr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building 4th Floor I For mnre infnrmatinn see these web sites: Amine aloineitwcom: TPI: toinst.ora: SBCA: sbcacomoonents.com: ]CC: iccsafe.ora: AWC: awc.ora Glenview, IL 60025 AE urg vvia = 0.0 Min <eq = 1.0 (Truss) U Brg Wid = 4.0 Min Req = 3.1 (Truss) Bearing U is a rigid surface. Bearing AE Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Con 17 A - B 176 -723 J - K 537 - B-C 424-1563 K-L 1676 -4, C-G 411 -1511 L-N 1423 -384 D-E 364-1135 1 419 -1545 E-F 495-1308 0-0 2082 -4692 F-H 432-1024 Q-R 2730 -4820 G - I 453 -1698 R - S 2699 -4749 H-J 500 -726 S-T 510 -923 I - M 452-1681 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp AE-AD 1251 -1248 Z-Y 4675 -2075 AD-AC 1626 -862 Y-X 4734 -2278 AC-AB 2077 -744 X - W 4739 -2284 AB-AA 2650 -778 W - V 1251 -694 AA-Z 2638 -861 T. 7A;Vs\ I No.0 72160 I Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels use purlins to brace all TIC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 282 -1173 Y-Q 818 -326 A-AD 1123 -277 0-AG 555 -1387 AD- B 208 -749 AG-AH 544 -1366 B-AC 1250 -364 AH-W 328 -1082 AC- D 337 -1134 W -AJ 3971 -2235 D-AB 1076 -358 AI-W 1868 -2128 AB- E 177 -430 AI-AJ 397 -392 F-G 149 -662 AJ-AK 4295 -2461 H - Z 76 -492 AK- S 4372 -2504 Z-K 1978 -787 S-AL 1532 -2740 Z-O 1458-2939 AL-V 1549 -2771 K-O I - 945-2452 flL0 7/VS V-T T I I 2804 -1552 ICIA fl7A Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef. 1 XZ068520008 1478 AVIARA WEST APARTMENTS DrwNo: 12924. 150843294 Truss Label: 1CB / RU 05/08/2024 2 Complete Trusses Required 2110 2,51712 2675 v4 210"ll 6l"8 91776 131172 17472 19'Ti 258" 2710" 3110" 32108 210"11 3r13 0101 .11 W3 30" rio-i 110 3107 4' 708 Ill 50 %5X6 N 12 UIN 12 0.5 14 8 %4X6 1111 5X3 II I 5X 1111 1111 5X3 1611 11 AE AD ACBAB Z Y X W V Mu i'•I 103X6 a4X4 754X6 - 4. 5910 6010 8X16 IlH0310 4x4 6x8 411.503 32108 24 36 23 317 5412 438 8112 74" 570" 81' 12' 17412 2V8"4 2710 3770" 767 32 Vs 2011"12 I 3'8 I 554 "H Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL' 108 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T6 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) 81, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W21 2x6 DF-L #2(g); W22 2x4 DF-L #2(g), Lumber shall be dried to a maximum moisture content 0119% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @11.25" o.c. Bot Chord: 1 Row @12.00' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. w Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity NA Ce: NA VERT(LL). 0.357 N 999 240 Loc R+ / R- I Rh I Rw /U / RL NA Cs: NA VERT(CL): 0.455 N 866 180 AE 2305 I- /2500 /891 /544 /1885 )W Duration: NA HORZ(LL): 0.128 B - - U 5758 /-2710 I- /3217 /3169 I- HORZ(TL): 0.163 B - - Wind reactions based on MWFRS uliding Code: Creep Factor: 2.0 BC 2022 Max TC CSI: 0.809 Dl Std' 2014 Max BC CSI. 0.342 ep Fac: Varies by Ld Case Max Web CSI: 0.890 r/RT:8(0)I10(0) ate Type(s): AVE HS VIEW Ver: 23.01.02.0731 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) ro'r safety practices oriorto performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable ADply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any sFructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23053 / SPEC FROM: Page 2 of 2 Ply. 2 Qty: Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Labe': 1CB Cust: R6852 JRef:1XZ068520008 1478 DrwNo: 129.24.1508.43294 / RTT 05/08/2024 Special loads O-Y 227 619 -----(Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.00 to 38 plf at 19.83 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 19.83 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Cone. Load at (23.83,21 .55) PLB: +1-625 lb Cone. Load at (31 .83,21 .55) PL - +/-2500 lb Cone. Load at (28.02,21.89)[0.0 deg) (9LT.TA9 No. C 72160 CIVIi- OF CALIF YvMrl'lir'd. - rP\L, /\iNU rULLUVV MILL iNLJ I rO VIN I rso UNPVVHNL' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, intaIlingand bracing. Refer to and follow the latest edition of BCSI (Building Pews CA 92571 ornponent Safety Information by TPI andSBCA) br salety practices prior to performing these functions. Installers shall provide temporary (gsll300-1758 racing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections 83, B7, or B1O, as applicable Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i_i ri E Notes page for additional information. Alpine, a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina indicaes acceptance of professional engpeering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 4X6 h1IAF III 3X4 m6X10 3X4 III3X6 m4X6 4X6 \\\4X6 5,3X4 =4X4 m4X4 1111 ,5x 4X4 Q \55X6 5X6 m4X6 T U Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AE-AD 1346 -274 AA- Z 3599 -498 AD-AC 1697 -315 Z-Y 3192 -455 AC-AB 2624 -397 Y - X 3192 -455 AB-AA 2850 -393 X - W 626 -96 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AF 168-1502 AA_ IN 1418 -161 A-AE 1569 -142 AA-P 271 -1617 AE- B 110 -733 N - P 337 -2500 B-AD 1091 -123 P-Q 82 -442 AD-D 145-1180 P-Z 105 -637 D-AC 1055 -96 Z-R 788 -85 C-D 67 -444 R-X 167 -1241 AC-E 75 -495 X-S 105 -448 F-G 85 -405 X-T 1972 -284 I-A J - K 135 -743 T-W 255 -1460 165 -789 W-U 1545 -225 L-M 483 -67 U-V 217 -1499 Ply; 1 Job Number: R3444W_DV Cust. R6852 JRef: 1 XZ068520008 T479 AVIARA WEST APARTMENTS DrwNo: 129.24 1508 35373 Truss Label: 1CC / RTT 05/08/2024 9011 231112 2113 3'8 5111 6'1'8 12215 1703 2110' 23'8" 2710" 3110" 32108 5111 1113 324 494 4913 1'10" 3104 4' 108 TI 32108 A 47" 13" 311" 5412 438 6112 4' 47" 5'1" 12' 17412 2184 2710" 3110" 23" 108 81" 32' 08 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL; 18.00 Speed' 105 mph Pf; NA Ce; NA VERT(LL); 0.210 0 999 240 Loc Ri- / R- / Rh / Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu' NA Cs. NA VERT(CL); 0.488 0 808 180 AF 1530 /- /- /892 /- /109 BCDL; 8.00 Risk Category; Ii Snow Duration; NA HORZ(LL); 0.081 B - - V 1523 /- /- /882 I- Des Ld. 46.00 EXP; C Kzt. NA HORZ(TL); 0.188 B - - Wind reactions based on MWFRS NCBCLL; 10.00 Mean Height; 24.55 ft Building Code. Creep Factor; 2.0 AF Brig Wid = 5.5 Min Req = 1.6 (Truss) Soffit; 2.00 TCDL' 108 psf CBC 2022 Max TC CSI; 0.863 V Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration; 1.25 BCDL 48 psf MWFRS Parallel Dist; 0 to h/2 TPl Std 2014 Max BC CSI; 0.736 Bearing V is a rigid surface. Spacing; 24.0" C&C Dist a. 3.29 ft Rep Fac; Varies by Ld Case Max Web CSI: 0.821 Bearing AF Fcperp = 625psi Loc. from endwall; Any FT/RT;8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) GCpi; 0.18 Plate Type(s); Chords Tens.Comp. Chords Tens. Corr Wind Duration; 1.60 WAVE VIEW Ver; 23.01.02.0731.17 Lumber Wind A-B 175-1435 J-M 260 -16 B-C 226 -1620 K-L 42 -9. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - F 223 -1595 L - N 66 -1050 Bot chord 2x4 DF-L #2(g) member design. D - E 99 -1029 M-0 267 -1483 Webs 2x4 DF-L Standard(g) W22 2x4 DF-L #2(g); End verticals not exposed to wind pressure. E - G 125 -1420 N-0 1261 -267 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. F - H 221 -1589 P - R 523 -3618 of 19% prior to installation G - I 101 -1355 R -5 341 -2226 Bracing H - J 199-1485 S-T 333 -2225 I - K 65 -1051 T-U 71 -480 (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading 10 Bottom chord checked for 1000 psf non-concurrent T. live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. No. C 72160 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. * In lieu of rigid sheathing laterally brace TC with CIVIti- purlins at 24" OC VVMrcrIrIu NOP,L) /\iNL) rULLUVV ALL iNL) i MO tJiN i 1110 L,rcWVVflNt.,1 inland Empire Truss **IMP0RTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,41...Pi rsJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing, of trusses. A seal on this drawina or cover paae listing this drawina ' indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabiIif and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.orq; AWC; awc.orq Glenview, IL 60025 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 it NCBCLL: 10.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 Spacing: 24.0" C&C Dist a: 3.29 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 CF-L #2(g) Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 T480 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.33895 Truss Label: lCD / RTT 05/08/2024 901 2711"12 110" 727 1464 16711 2110" 23'8'f 2710 3110 32108 618 1,0,115 559 217 525 1'10" 3104 4' 106 1111.5X4 12 %4X6 %5X6 0 AB AA ZY W 4 U MiT AC 113X6 1113X4 3X4 3X4 6X8 6X10 m6X8 III3X6 \54X6 m4X4 m3X4 m4X6 m4X6 32108 510" 23" 311" 5412 439 6112 4' 510" 61" 12' 17412 2184 2710" 3110" 108 12 0118 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.203 J 999 240 Loc R+ / R- / Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.405 J 973 180 AC 1540 1- I- /256 /27 /67 Snow Duration: NA HORZ(LL): 0.057 B - - T 1526 I- I- /32 /11 I- '-IORZ(TL): 0.134 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.897 T Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.740 Bearing T is a rigid surface. Bearing AC Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.741 Members not listed have forces less than 375# FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01 .02.0731.17 A-B 333-1661 I - K 181 -1152 Wind B-E 387-1637 J - L 364 -1488 Wind loads based on MWFRS with additional C&C C - 13 122 -719 K - L 214 -1003 member design. D-F 122 -886 L-M 553 -2366 End verticals not exposed to wind pressure. E - G 350 -1515 N - P 965 -3632 Wind loading based on both gable and hip roof types. F - H 200 -1359 P -0 602 -2232 G-J 351 -1497 Q-R 594 -2231 H - I 231 -1229 R-S 128 -481 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 1531 -546 X-W 3202 -837 AA- Z 2256 -630 W - V 3202 -837 Z-Y 2644 -710 V-U 628 -167 Y-X 3617 -939 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. tr T. TX A-AC 277-1496 Y-N 399 -1460 A -AB 1679 -285 M - N 702 -2685 AB-C 133 -693 N-X 171 -640 B-C 149 -593 X-P 796 -196 C -M 920 -100 P - V 320 -1247 No. C 72160 D-E 626 -194 V-Q 107 -448 AA-F 59 -487 V-R 1978 -519 1 1 F-Z 484 -91 R-U 401 -1463 G-H 0 -515 U-S 1548 -408 Y-M 1070 -297 S-T 395 -1502 OF CAOV VVPNNINd EtC/kU /kl'JU I-ULLUVV ALL ('101 Itb UN i HIZ> UEt/kVVIN(4! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) handling saety practices orior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oIherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pane listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave drawing for any structure is the responsibility of the BuildingiJesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV I Cust: R 6852 JRef: 1XZ068520008 T481 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.41035 Truss Label: iCE / RTT 05/08/2024 '1112 563 9011 14117 17'41 2110' 238"4 2710" 3110 32108 563 368 51012 255 454 i,io,kl 3104 4' i 1.018 Iii 5X4 \\\4X8 111 51 Di 5X3 1111.5X3 12 0,5 I TI I ii. M II13X6 \04X6 I3X4 3X4 e6 X8 6X10 1111.5x3 e6X6 III 3X6 4X4 3X4 32'108 4118 108 311" 5412 438 6112 4' 4118 5'1" 12' 17412 2184 2710" 3110" 23" 81" 108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.254 I 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.505 I 781 180 AA 1528 I- I- /201 /18 /50 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 B - - Q 1521 I- 1- /19 /7 EXP. C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.166 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AA Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.809 Q Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL' 48 f ps Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.736 Bearing Q is a rigid surface. Spacing: 24.0 C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.736 Bearing AA Fcperp = 625psi. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE VIEW Ver. 23.01 .02.0731.17 Lumber Wind A-B 275-1495 H - I 216 -1' B-C 311 -1555 l-J 548 -2,.-- Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - F 310 -1544 K - M g -3612 T3 2x4 DF-L #1 &Bet.(g); member design. D-E 186 -1077 M-N 587 -2222 Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. E - G 276 -1523 N-0 579 -2222 Webs 2x4 DF-L Standard(g) W20 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types F - I 314 1538 0- P 125 479 Lumber shall be dried to a maximum moisture content G-H 311-1405 of 19% prior to installation. Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens. Comp. Chords Tens.Comp. member. Z-Y 1394 -479 V-U 3597 -908 Plating Notes Y-X 1619 -515 U-T 3186 -812 X-W 2614 -674 T-S 3186 -812 Connectors in green lumber (g) designed using W - V 2907 -747 S - R 625 -163 NDS/TPI reduction factors. All plates are 4X6 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A AA 256 1497 V - J 1264 -337 live load. A-Z 1591 -243 V-K 391 -1448 Truss checked for 300# movable concentrated load Z-B 114 -664 J - K 675 -2673 çFESSIO along Top Chord, nonconcurrent with design gravity T. TAk , B-Y 983 -168 K-U 162 -635 loads. Y-D 187-1119 U-M 788 -185 Truss checked for 250# movable concentrated load D-X 1131 -180 M-S 307 -1238 along Bottom Chord, nonconcurrent with design gravity loads. C7216 ' C-D 44 -397 S-N 107 -448 X-E 94 -544 S-O 1969 -505 E-W 384 -83 O-R 392 -1458 F-G 1 -521 R-P 1543 -400 In lieu of rigid sheathing laterally brace TC with H-V 195 -695 P-Q 387 -1497 purlins at 24' OC. CivI'- Op 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide bracing oer BCSI. Unless noted oTherwise, top chord shall have roper attached structural sheathina and bottom chord shall I% of BCSI (Building temporary. have a properly Perris CA 92571 (851)300-1758 attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), diagonal bracing ins"talled the CLR BCSI B3, B7, B1O Aoply to face on per sections or as applicable plates each oflruss and installed with shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. position as to jobs General Notes page for additional information. J ALPINE Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional engineering responsibility 501e1y70r the design shown. The suitability and use of this any sWucture responsibility of per .2. 155 Harlem Ave North Building, 4th Floor drawing for is the the Building-Designer ANSI/TPI 1 Sec For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 T482 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.35073 Truss Label: 1CF / RTT 05/08/2024 12 17 238" 117 110 363 510 9011 12 17412 20113 2110' ?'11"12 2710" 3110" 32108 363 2313 3211 2115 455 367 1013 1319 3104 4' 1018 3X4 12 5X6 %08 3X4 3X4 T 5: 4 C L N —4X6 M6. AB Y X W VU 'R ! 1113X6 m4X6 \\\4X6 m4X4 m3X4 m6X8 6X10 6X8 II13X6 m4X6 m3X4 m4X6 32108 2912 304 2'3" 311" 5412 438 6112 4' 2912 510" 81" 12' 17412 2184 2710" 3110" 108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.182 K 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.380 K 999 180 AB 1526 I- 1- /888 I- /91 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 B - - R 1521 I- I- /881 I- I- EX C Kzt: NA Des Ld: 46.00 P: -IORZ(TL): 0.119 B - - Wind reactions based on MWFRS Mean Height: 24.40 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.498 R Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 4 8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.749 Bearing R is a rigid surface. Bearing AB Fcperp = 625psi. Spacing: 24.0 " C&C Dist a. 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.749 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber Wind A-B 129-1079 H-I 43 -974 B-C 237 -1875 l-J 286 -2860 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - F 238 -1879 L - N 509 -3610 T3 2x4 DF-L #1&Bet.(g); member design. D - E 81 -901 N -0 333 -2222 Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. E - G 125 -1426 0- P 326 -2222 Webs 2x4 DF-L Standard(g) W13, W21 2x4 DF-L#2(g); Wind loading based on both gable and hip roof types. F - I 237 1878 P - Q 70 479 G-H 103-1377 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on M- Z 1049 -222 W - V 3587 -484 member. Z-Y 1910 -322 V-U 3186 -444 Plating Notes Y-X 2770 -405 U-T 3186 -444 X - W 3185 -425 T - S 625 -94 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens.Comp. Webs Tens Comp. Loading A-AB 161 -1508 W-L 210 -1474 Bottom chord checked for 10.00 psf non-concurrent A-AA 1446 -134 J-AC 365 -2614 live load. Truss for load checked 300# movable concentrated T. (J. 101 -633 AA- B 129 -1063 AC- L B-Z 1448 -167 L-V 367 -2623 along Top Chord, nonconcurrent with design gravity 786 -80 Z-D 163-1169 V-N loads. D-Y 982 -91 N-T 161 -1238 Truss checked for 250# movable concentrated load No. C 72160 106 -448 C-D 88 -460 T-O along Bottom Chord, nonconcurrent with design 1969 -277 Y-E 78 -501 T-P gravity loads. \ E-X 520 -19 P-S 251 -1458 * H-W 141 -982 S-O 1543 -221 In lieu of rigid sheathing laterally brace TC with purlins at W-J 1502 -153 Q-R 212 -1497 24" OC.cim- 0/7 CALW2' I I4iNU IULLUVV ALL iNL) I c UN 11`110 Urtl8VvliNt,l Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary. 19511300-1756 bracing oer BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of truss and position as iII4 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MCOWANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae Ilisting this drawina' indicates acceptance of professional eniçeering responsibility solely-for the design shown. The suitabilifcr and use of ti- 155 Harlem Ave drawing for any sEructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520008 T483 AVIARA WEST APARTMENTS DrwNo: 129 24.1508.35866 Truss Label: lOG / RTT 05/08/2024 I 2 Complete Trusses Required ,8"3 2318" 4 15 710" 137 510 1087 12 17412 I8?" 2110 p1112 2770' 3110 32 ]UT F 418"I3 4107 I'3" 5412 108 3113 3104 4 111 6 01503 911 5X3 12 12 05 5X8 1111503 m08 8O 6Xl0 6"1 I Z1W V U T S R OP 1113X8 18406 6XI0 6Xl6 180310 Ill 564 sx6 _404 6X8 111.5X3 518 23" 3111 5412 4'3"8 6712 4. 513" 81" 12' 17412 21'8"4 2710" 3110" 8" lOS 8' 32 08 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.02 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T5 2x6 DF-L SS(g), Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W18 2x6 DF-L #2(g); W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131'x3', mm. nails Top Chord: 1 Row @11.25 o.c. Bot Chord- 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads (Lumber Dur.Fac.1 .60 / Plate Dur.Fac.1 .25) TC: From 78 plf at 0.00 to 78 plf at 19.83 TC: From 76 plf at 19.83 to 76 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PL: 5000 lb Conc. Load at (28.0221.89) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. -788 Snow Criteria (Pg,PI in PSF) DeflICSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce- NA VERT(LL): 0.420 F 938 240 Lu: NA Cs: NA VERT(CL): 0.537 F 735 180 Snow Duration: NA HORZ(LL): 0.097 B - HORZ(TL): 0.124 B - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.792 TPI Std: 2014 Max BC CSI: 0.341 Rep Fac: Varies by Ld Case Max Web CSI: 0.890 FTIRT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 19.83 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 19.83 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Conc. Load at (23.83,21 .55) PLB: +1-625 lb Conc. Load at (31.83.21.55) PL - +1-2500 lb Conc. Load at (28.02,21 .89)[0.0 deg] A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- (Rh /Rw /U /RL Z 2305 /- /2500 /883 /544 /1885 P 5758 (-2710 /- /3217 /3169 Wind reactions reactions based on MWFRS Z Brg Wid = 5.5 Min Req = 1.5 (Truss) P Brg Wid = 4.0 Min Req = 3.1 (Truss) Bearing P is a rigid surface. Bearing Z Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp Z - Y 1265 -1227 U - T 4674 -2074 Y-X 1284-1199 T-S 4734 -2278 X - W 2272 -703 S - R 4738 -2284 W - V 2958 -869 R -0 1251 -694 V-U 3005 -958 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Y-B 293-1155 L-AC 555 -1387 B-X 2240 -597 AC-AD 544 -1366 X-D 312-1028 AD-R 328 -1082 D - W 985 -351 R -AF 3971 -2235 W-E 202 -530 AE-R 1868 -2128 G - U 77 -661 AE-AF 397 -392 U - H 1917 -768 AF-AG 4295 -2461 U-J 1382-2663 AG-N 4372 -2504 H - 1010 -2694 N -AH 1532 -2740 AA-J 1009-2697 AH-Q 1549 -2771 J - T 231 -618 Q-0 2804 -1552 T - L 821 -325 0-P 1514 -2746 .17 B-C 519-1954 G-H 981 -2t C-F 505-1903 J - L 2083 -4L. D-E 355-1029 L-M 2730 -4820 E - F 503 -1287 M - N 2699 -4749 F-G 976 -3054 N-0 510 -923 WARNIN(d" KbAD AND hOLLOW ALL NO I b.S ON I Hlb Dt-<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathin9 and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous iateral restraint (CLR), installed with diagonal bracing instaIled on the CLR per BCSI sections B3 B7, or B10 as applicable. AopIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 L..PU'IE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the A-COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabili and use of this 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSIPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 SEQN: 23080 / SPEC Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1X7068520008 T483 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24 1508.35866 Page 2 of 2 Truss Label: 1CG / RU 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 72160 OF VVMKplU'lU N./u /tNU t-ULLUVV ALL NU I t UN I P-110 UN#WVINL! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an6SBCA) f& saety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless roted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of 1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIif' and use of this Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 B-C 758 -2101 J - K 2900 -5t C-F 751 -2085 K-L 3742 -6554 D-E 550-1244 L-N 3748 -6571 E - F 856 -1819 N-0 3728 -6524 F-G 1560-3752 0-P 1979 -3586 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA-Z 1251 -1248 V-U 5926 -2927 Z - Y 1533 -872 U - T 5906 -3602 Y-X 2188 -791 T-S 5978 -3072 X - W 3335 -1306 5 - R 3849 -2129 W-V 3771-1556 Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac l.25) ff/CT. T(VK A 72160 OF X.~; ): Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AA 456 -1387 AB- K 421 -257 A-Z 1299 -434 K-AC 875 -1544 Z-B 382 -1087 AC-AD 858 -1520 B-Y 1883 -703 AD-S 663 -1262 Y-D 512 -1310 S-AF 3079 -1807 D-X 1282 -572 AE-S 1883 -2127 X - E 305 -620 AE- N 2260 -2566 E-W 494 -280 AF-AG 3344 -1999 G-V 82 -704 AG-O 3408 -2036 V-H 4381 -2090 0-AH 1318 -2329 V-J 2501 -4758 AH-R 1333 -2356 H-J 2168 -4659 R-P 4300 -2375 J - U 115 -553 P-Q 1417 -2622 U-K 714 -277 TC: From 78 plf at 0.00 to 78 plf at 2.27 TC: From 76 plf at 2.27 to 76 plf at 11.45 TC From 78 plf at 11,45 to 78 plf at 21.83 TC: From 76 plf at 21.83 to 76 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB 5000 lb Conc. Load at (24.83,21.67) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Ply 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520008 T614 AVIARA WEST APARTMENTS DrwNo 12924 1508 44900 Truss Label: 1CH / RU 05/0812024 > 2 Complete Trusses Required 233 818 1187 1714 196" 2110" 2410" 2810' 32108 233 3105 5515 5413 2412 24" 3' 4' 408 Ii. 5x3 IM 1111 5X3 56X10 \A5X8 IM5X3 —3X6 —6X8 IN T4 0 _______ III3X8 IiI4X4 \54X6 - AD 10X10 12XI2 II11.5X3 - AA 1 Y 81 T B2 5X6 4X4 4X4m4X8 6X16 6X8 I1IH0310 liii 5X3 32108 1'10" 434 1'll"q 311" 514 23 4' 4' 408 1'10 618 81" 12' 1714 1944 2410" 2810" 32108 20'10' Loading Criteria 1ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 000 TCDL 108 psf Soffit. 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.450 J 877 240 HORZ(LL): 0.123 B - - Loc R+ / R- / Rh / Rw /U / RL AA 2749 I- /2500 /948 /899 /1890 Lu: NA Cs: NA VERT(CL): 0.573 J 688 180 Snow Duration: NA Q 5301 /-2255 I- /2878 /2833 I- 'IORZ(TL): 0.157 B - - Creep Factor: 2.0 Wind reactions based on MWFRS AA Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.644 Q Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI. 0.454 Bearing 0 is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.794 Bearing AA Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr- VIEW Ver 23 01.02.0731.17 A - R 216 -ERR (3-I-I I576 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W5,W11,W20, W22 2x4 DF-L #2(g), W19 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.25" o.c. Webs . 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. VVAKNIN(. iAU ANU i-OLWVV ALL NO I tZi ON I HIZ5 Ui-(AVViNO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have orqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or 610, as applicable Aoply plates to each face of 'truss and position as 1141116111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...PI rJ E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw corn; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - SEQN: 24524 I SPEC Ply: 2 Job Number: R3444W_DV Cust: P6852 JRef:1XZ068520008 1614 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44900 Page 2 of 2 Truss Label: 1CR / RTT 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2255# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No. C 72160 CIF #1 VVMNNINU rcMU /MNU iULLUVV ALL INU I t. ON I r1lb UNRVVINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatino handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless rioted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or BIO, as applicable. Aoply plates to each face of 1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unirwcoerusv Itruss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawina' indicates acceptance of professional enaineering responsibility soIely'or the design shown. The suitability and use of this drawing for any sfucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust R6852 JRef' 1 XZ068520008 T615 AVIARA WEST APARTMENTS DrwNo 129 24 150845308 Truss Label: 1CJ / RTT 05/08/2024 I > 2 Complete Trusses Required 4,3,,3 4,3,,3 618 1'lO" \\\4X8 liii 5X3 C Z Y 131 4X6 \04X6 5X6 4X4 12' 1387 1714 196" 2l'lO 24'lO 2810" 5108 1'8"7 3413 24121 24" 3' 4 liii 5X3 M :11 5X3 \\\6X10 05 mH0508 3X6 -6X8 AC 1 AE AFAG F AD W V U T 132 S R 10X10 =12X12 Iii1.5X3 6X8 4X44X8 6X16 III 15X3 32108 4'0"8 6X8 111H0310 32108 3104 234 311" 514 2'3" 4' 4' 408 I 3104 616 12' 1714 19441 2410" 2610" 32108 liii 1512 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL). 0.454 G 868 240 Loc R+ I R- I Rh / Rw /U / RL AA 2749 I- /2500 /948 /899 /1890 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.579 G 681 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.130 B - - Q 5301 /-2255 I- /2878 /2833 I- Des Ld' 46.00 EXP:C KztNA HORZ(TL): 0.165 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height. 24.55 ft Creep Factor: 2.0 AA Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 TCDL' 10.8 psf BCDL' 48 psf CBC 2022 Max TC CSI: 0.619 Q Brg Wid = 4.0 Mm Req 2.8 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.452 Bearing 0 is a rigid surface. Bearing kA Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.785 Members not listed have forces less than 375# Loc. from endwafl Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp Chords Tens. Con VIEW Ver: 23.01.02.0731.17 R 41 .1901 i"i-i 1570 3 Wind Duration: 1.60 WAVE, HS Lumber Loading B-C 639 -1773 J - K 2957 -5_ Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Truss checked for 300# movable concentrated load C-(3 636 -1764 K - L 3742 -6555 Bot chord 2x10 DF-L #2(g) Bi, along Top Chord, nonconcurrent with design gravity D - E 508 -1127 L - N 3748 -6571 82 2x6 DF-L SS(g); loads. E - F 880 -1867 N-0 3728 -6524 Webs 2x4 DF-L Standard(g) W5,W11,W20, Truss checked for 250# movable concentrated load F - G 975 -1765 0 - P 1979 -3586 W22 2x4 DF-L #2(g); W19 2x6 DF-L #2(g); along Bottom Chord, nonconcurrent with design Lumber shall be dried to a maximum moisture content gravity loads. of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. Nailnote In lieu of structural panels use purlins to brace all flat AA- Z 1253 -1248 V - U 5918 -2925 Nail Schedule:0.131'x3', mm. nails TC @24" oc. Z-Y 1710 -821 U -T 5004 -3082 Top Chord: 1 Row @12.00' o.c. Laterally brace bottom chord above filler with purlins Y - X 1954 -749 T - S 5976 -3072 Bot Chord: l Row @8.25*o.c. 11 at24'OC. X-W 2865 -1140 S-R 3849 -2129 Webs : 1 Now (g 4 O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1 25) TC: From 78 plf at 0.0010 78 plf at 2.27 TC: From 76 plf at 2.2710 76 plf at 11.45 TC: From 78 plf at 11.45 to 78 plf at 21.83 TC: From 76 plf at 21.83 to 76 plf at 32.88 BC: From 16 plf at 00010 16 plf at 32.88 PLB: 5000 lb Conc. Load at (24.83,21.67) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** W-V 3587-1494 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AA 459 -1368 U-K 712 -281 A-Z 1444 -505 AB-K 418 -259 Z-B 313 -803 K-AC 876 -1544 B-Y 1385 -530 AC-AD 859 -1520 Y-D 525-1385 AD-S 664 -1261 D-X 1150 -531 S-AF 3080 -1807 X-E 284 -525 AE-S 1883 -2129 E-W 819 -398 AE-N 2260 -2568 W - F 235 -398 AF-AG 3344 -1999 F-V 61 -437 AG-O 3409 -2036 V-H 4148 -2012 0-AH 1318 -2329 V-J 2472-4673 AH-R 1333 -2356 H-J 2192 -4733 R-P 4300 -2375 J - U 121 -551 P-Q 1417 -2622 WARNIN REAL) AND FOLLOW ALL NO I ES ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 82571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions, Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of iruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 i...Pi r E Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the **rrwcose*er truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawinq or cover pace listing this drawing indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitability , and use of is 155 Harlem Ave drawing for any structure is the responsibility of the Building '"Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24522 / SPEC Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T615 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1508.45308 Page 2 of 2 Truss Label: 1CJ / RTT 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2255# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# .,o M ,LT. 7AV)~,K,,6, 2~~, V I No.0 72160 I I VVMNNINU N.t/L) MINt) rULLUVV ALL NU I t UN I r1lb UI(MVVINLd! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 .ornponent Safety Information by TPI ana'SBCA) f5'r satety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 racing per BCSI. Unless noted otherwise, top chord shall have prqpery attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CUR), installed with Idiagonal bracing intaIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face oflruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwrnnmsv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina indicates acceptance of professional engineering responsibility solely tar the design shown. The suitability and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.arg Glenview, IL 60025 Ply: 1 Job Number: R3444WDV st: R 6852 JRef: 1 XZ068520008 T616 AVIARA WEST APARTMENTS rDu-rwNo: 12924.1508.46507 Truss Label: 1CK / RU 05/08/2024 196' 2412 L 653 103" 15107 1714 2110" 2410" 2810" 32108 653 3913 577 l2"3 24" 3' 4' 408 1111,5M N ~5M W2 W2 12 41 B TI \ii4X6 =4X4 8X8 =4X4 1111 5X3 4X10 5X6 1113X6 4X6 5X8 liii 5X3 32108 A 618 1'll"f 311" 514 23" 4' 4' 19 618 81" 12' 1714 441 I 24 10" 10" 32 408 28 108 I 1552 20'1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 1800 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.219 H 999 240 Loc RI- / R- I Rh / Rw /U / RL BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL)' 0,507 H 777 180 AA 1525 I- I- /892 I- /106 BCDL: 800 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.062 C - - R 1516 I- I- /882 I- I- EXP: C Kzt: NA Des Ld: 46.00 IORZ(TL): 0.144 C - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor' 2.0 AA Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL' 48 psf CBC 2022 Max TC CSI: 0.892 R Brg Wid = 4,0 Mm Req = 1,6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.517 Bearing R is a rigid surface. Bearing AA Fcperp = 625psi Spacing: 24.0 C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.664 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens. Cor Wind Duration: 1.60 WAVE VIEW Ver. 23.01,02,0731.17 Lumber Wind A-C 204-1626 l-J 26 - B-D 140 -951 J - N 45 -, Top chord 2x4 DF-L #1&Bet.(g) T2, Wind loads based on MWFRS with additional C&C C - E 217 -1465 K - L 541 -3352 T3 2x4 DF-L #2(g); member design, D - F 200 -1456 L - M 488 -3011 Bot chord 2x4 DF-L #1 &Bet.(g) End verticals not exposed to wind pressure. E - H 212 -1450 M-0 488 -3023 Webs 2x4 DF-L Standard(g) W3,W10,W20, W22 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - G 159 1334 0 - P 481 -3019 G-H 138-1169 P - Q 287 -1801 Lumber shall be dried to a maximum moisture content H - I 303 -2402 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens. Comp. Chords Tens.Comp. NDS/TPI reduction factors. Z - Y 1520 -283 V - U 3474 -532 All plates are 3X4 except as noted. Y - X 2414 -404 U - T 3474 -532 X-W 2779 -424 T-S 1910 -304 Loading W - V 3298 -512 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 300# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Top Chord, nonconcurrent with design gravity loads, Truss checked for 250# movable concentrated load T. K-N 669 -88 A -AA 178 -1480 1 A-Z 634 -144 K - V 448 -32 along Bottom Chord, nonconcurrent with design T.41V gravity loads Z-B 123 -678 B-Y 1020 -154 V-L 44 -507 L-T 84 -701 Y-D 100 -546 M-N 78 -541 Purlins D-X 454 -29 T-0 111 -502 In lieu of structural panels use purlins to brace all flat No.0 72160 E - F 142 -504 T - P 1386 -205 TIC @ 24" oc. G-W 98 -504 P-S 244 -1212 W - l 1800 -269 5-0 2192 -343 * * W-K 305 -1709 Q-R 255 -1486 s>. CIVIL. I - K 463 -2821 OF 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Tress **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI f6'r to these functions. Installers temporary an8SBCA) safety practices prior performing shall provide Perris CA 92571 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly (951)300-1758 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as 64P. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to jobs General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANMCOMMNY truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilityand use of this 155 Harlem Ave North Building, 4th Floor drawing for is Building'Designer ANSI/TPI any s6ucture the responsibility of the per 1 Sec.2. For more information see these web sites: Alpine alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AF-AE 1463 -298 AB-AA 3303 -478 AE-AD 1479 -302 AA-Z 3492 -502 AD-AC 2529 -413 Z-Y 3491 -502 AC-AB 2806 -426 Y-X 1918 -293 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AG 179-1520 M-P 384 -2537 A-AF 1671 -164 0-P 120 -538 D-AE 143-1011 P-AA 460 -38 D-AD 1251 -133 P-s 783 -90 AD- E 70 -484 AA- Q 52 -526 E-AC 392 -Ii Q-Y 73 -706 F-G 104 -453 R-S 78 -563 H-AB 146 -678 Y-T lii -505 I - J 163 -709 Y-U 1396 -193 K-L 598 -96 U-X 236 -1217 AB-M 2113 -309 X-V 2201 -330 AB-P 351 -1944 V-W 247 -1492 Inland Empire Truss 275 West Rider St >f BCSI (Building Ferris CA 92571 yide temporary (951)300-1758 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T617 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44427 Truss Label: 1CL I RU 05/08/2024 196" 24"12 51111 fl'1"8 103" 13015 1653 1714 2110' 2410" 2810" 32108 51111 '13 418 2915 344 8" 24" 3' 4 408 IUl.5X3 S 8X8 AG TI \34X6 =4X4 8X8 4X4 11I1,5X3 4X10 1111.5X3 m5X8 4X6 Ii1.5X4 32108 510" 48 311" 514 2'3" 4' 4' 408 510" ki"s 12' 1714 1944 2410" 2810" 32108 H. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria £ Maximum Reactions (IDS) TCLL: 20,00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/def( LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.181 S 999 240 Loc R+ I R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.410 S 961 180 AG 1531 I- I- /893 I- /111 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 B - - W 1522 I- I- /882 I- I- Des Ld: 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.155 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24,55 ft Building Code: Creep Factor 2.0 AG Brg Wid = 5.5 Mm Reg = 1.6 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.777 W Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL: 48 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.584 Bearing W is a rigid surface, Bearing AG Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.679 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 210-1614 K-M 77 -1046 Lumber Wind B-C 206-1264 L-N 296 -1526 Top chord 2x4 DF-L #2(g) Ti, Wind loads based on MWFRS with additional C&C C - F 225 -1456 M - N 872 -249 T6 2x4 DF-L #i&Bet.(g); member design. D - E 115 -1097 N-0 14 -433 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - G 151 -1512 0- S 48 -488 Webs 2x4 DF-L Standard(g)W3,W13,W23, W25 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - J 222 -1446 P - Q 508 - 3361 G-H 121-1402 Q-R 467 -3029 Lumber shall be dried to a maximum moisture content H - I 92 -1126 R - T 467 - 3039 of 19% prior to installation. I - K 47 -864 T - U 460 - 3036 J - L 292-1640 U-V 276 -1808 riaung roues Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# mcvable concentrated load 1 along Bottom Chord, nonconcurrent with design No. C 60 gravity loads. Purtins * In lieu of structural panels use purlins to brace all flat TC @ 24" oc. OF CA1: 1-4116111b" . Al PIMP lAIpine aivision of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the —AN ~ COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa ae 155 Harlem Ave I listing this drawina indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this Idrawing for any sEr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 p 1853 2110 2311 24" 1483 1618 196" F 374 1'5 "l6i 3X6 iIi15X3 S \\\6X8 8X8 111i. 5X3 i5X3 0 2410" 2810" 32108 3' 4' 408 12 IF 1.5X3 4X6 T T6 u 5X6 V Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef: 1 XZ068520008 T618 AVIARA WEST APARTMENTS DrwNo: 12924.150846180 Truss Label: 1CM / RTT 05/08/2024 31111 618 11015 31111 2113 4117 TI 12 4 i'.. \\\3X10 04X6 Ti B liii 5X3 111 1, 5X3 "I'AZ A AF AE AD 4X6 \04X6 4X4 iii4X6 AC AB AA Z Y X 8X10 4X4 1111.5X3 4X10 5X6 5x8 1111.554 32108 348 258 23" 311" 514 23" 4' 4' 408 348 510" 81" 12' 1714 1944 2410" 2810" 32108 1 Al2 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.209 G 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL). 0.486 G 811 180 AG 1529 I- I- /892 I- /111 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL)' 0.078 B - - W 1522 I- I- /883 I- I- Des Ld: 4600 EXP: C Kzt: NA HORZ(TL): 0.181 B - - Wind reactions based on MWFRS NCBCLL' 1000 Mean Height: 24.55 It Building Code: Creep Factor: 2.0 AG Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 200 TCDL' 108 psf CBC 2022 Max TIC CSI: 0.845 W Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 BCDL' 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.521 Bearing W is a rigid surface. Bearing AG Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI' 0.666 Members not listed have forces less than 375# Loc from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Corr' Wind Duration' 1.60 WAVE VIEW Ver. 23.01 .02.0731.17 Lumber Wind A-B 142-1220 K-L 1645 - B-C 231 -1820 L-N 1332 - Top chord 2x4 DF-L #2(g) Ti Wind loads based on MWFRS with additional C&C C - G 225 -1790 M - P 335 -1863 T6 2x4 DF-L #1&Bet.(g); member design. D - E 68 -937 N - P 1139 -268 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 84 -1279 0-0 477 -3292 Webs 2x4 DF-L Standard(g) W3,W13,W24, W26 2x4 DF-L #2(q); Wind loading based on both gable and hip roof types. 458 F - - S 31 . : Ii - I -2046 U - I'< 451 -3030 H - J 115 -503 R-T 452 -3043 - M 340 -2016 T - U 445 -3039 J - K 145 -449 U-V 268 -1807 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AF-AE 1167 -255 AB-AA 3225 -446 AE-AD 1908 -346 AA-Z 3474 -478 AD-AC 2738 -399 Z - Y 3474 -478 AC-AB 2882 -395 Y-X 1917 -284 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AG 160-1510 L-M 824 -137 A-AF 1491 -131 N-a 130 -759 AF-B 112 -897 O-AA 543 -59 B-AE 1380 -157 0-S 780 -78 No C72160 AE-D 175-1276 AA-Q 74 -616 D-AD 964 -58 Q-Y 61 -679 * * C-D 131 -588 R-S 89 -671 j AD-E 52 -460 Y-T 113 -518 M F-G 187 -940 Y-U 1402 -185 OF H-AB 167 -996 U-X 230 -1216 AB- K 2543 -359 X - V 2200 -320 05 24 AB-0 354-2203 V-W 241 -1492 K-0 321 -2214 NOTES ON THIS DRAWING! Inland Empire Truss ONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St 3Iling.and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 es prior to performing these functions. Installers shall provide temporary oerlv attached structural sheathina and bottom chord shall have a properly (951)300-1758 it of webs shall have continuous rateral restraint (CLR), installed with oin as a licable Anni, n1ic in each face nf'rr cc and nnciiinn as e)s"' Refer to drawings i0A Mrstrd plate positions. Refer tro jobs General ALPINE Inc. shall not be responsible for any deviation from this drawing any failure to build the I, shipping, installation and bracino of trusses. A seal on this trawin or cover pa 155 Harlem Ave al enaineering responsibility solelylor the design shown The suitabili and use of is dingijesigner per ANSIITPI 1 Sec.2. . North Building 4th Floor rieitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.coni; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. per a drawing for any structure is the responsibility of the 1 For more information see these web sites: Alpine: al Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T619 AVIARA WEST APARTMENTS DrwNo: 129.24 1508.44327 Truss Label: 1CN / RTT 05/08/2024 11111 9015 15012 20'lp" 2410 2810" 32108 11111 5615 51113 454 l'4' 4 4 4'0"8 1111.5X3 1IW5X3 (a) \UX10 1111.5X3 5X8 wl 1114X6 \04X6 4X4 =010 H0308 6X10 4X10 5X6 1113X6 1114X6 4X4 I111.5X4 256 608 218 3. 32106 311" 514 8 15 12 4 20'l&' 438 1512 4' 911 0 194 2410" A 4' 408 2810" 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.173 J 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.401 J 983 180 Z 1528 I- I- /890 1- /103 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.058 B - - 0 1522 I- 1- /884 I- I- EXP: C Kzt: NA Des Ld 4600 1ORZ(TL): 0.136 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.662 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL' 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.544 Bearing 0 is a rigid surface. Bearing Z Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.907 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A -13 76 -627 G - H 304 -2566 Lumber Wind B-C 184-1447 I - K 599 -3795 Top chord 2x4 DF-L #1 &Bet.(g) T2, Wind loads based on MWFRS with additional C&C C - F 183 -1428 K - L 490 -3012 T3 2x4 DF-L #2(g); member design. D - E 83 -1141 L - M 482 -3012 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - F 139 -1666 M - N 289 -1812 Webs 2x4 DF-L Standard(g) W5,W19, W21 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - G 301 -2954 Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) 0119% prior to installation Chords Tens.Comp. Chords Tens. Comp. Bracing Y - X 657 -204 T -5 3775 -570 (a) Continuous lateral restraint equally spaced on X - W 1523 -309 5 - R 3576 -549 member. W - V 2576 -387 R -0 3576 -549 V - U 2957 -427 0 - P 1922 -307 Plating Notes U-T 3775 -570 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading 158-1519 U - I 282 -1748 Bottom chord checked for 10.00 psf non-concurrent SS/ A-Z 401 -2580 A-Y 1383 -134 H-I live load. T. Y-B 136-1207 I-S 90 -506 Truss checked for 300# movable concentrated load B-X 1655 -199 S-K 615 -61 along Top Chord, nonconcurrent with design gravity 104 -742 X-D 204-1481 K-C loads. D-W 1196 -85 Q-L 98 -433 Truss checked for 250# movable concentrated load No. C 72160 1361 -203 245 -1219 C-D 135 -585 Q-M W-E 72 -502 M-P along Bottom Chord, nonconcurrent with design gravity loads. 111 E-V 440 -42 P-N 2206 -346 G-U 106 -740 I'(-O 257 -1491 Purlins U-H 1531 -176 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) fó'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1759 bracing oer BCSI. Unless noted oTherwise top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for'øermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing intaIled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and o,n the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General PINE Notes page for additional information. Alpine a division of ITW Buildino Components Group Inc. shall not be resonsibIe for any deviation from this drawing, any failure to build the truss ir conformance with ANSIITPI 1, or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professionl enoineering responsibility solelyIor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Gleriview, IL 60025 2810" 32108 4' 4'0"8 11111 510" 11415 11111 3105 5615 1714 196" 2110" 2410" 585 2412 2'4" 3' \\\4X6 4X4 e8X10 m44 Pi1,5X3 5X6 5X8 1111.5X4 32108 m4)10 lii 3X6 5X6 115X3 M TI I Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration; 1.25 Spacing; 24.0" Wind Criteria Wind Std; ASCE 7-16 Speed. 105 mph Enclosure; Closed Risk Category; II EXP; C Kzt NA Mean Height; 24.55 ft TCDL. 10.8 psf BCDL; 4.8 psf MWFRS Parallel Dist; 0 to h/2 C&C Dist a; 3.29 It Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Ply 1 Job Number: R3444W_DV Cust; R 6852 JRef; 1XZ068520008 T620 AVIARA WEST APARTMENTS DrwNo 129.24 1508.45017 Truss Label: 1CP / RTT 05/08/2024 1'4"f 458 2'3" 311" 514 2'3" 4' 4' 408 510" 81 12' 1714 1944 2410" 2810" 32108 R Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT. NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf NA Ce; NA VERT(LL); 0.223 F 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu; NA Cs; NA VERT(CL); 0.517 F 762 180 AA 1526 I- I- /888 I- /106 Snow Duration; NA HORZ(LL); 0.066 B - - 0 1523 /- I- /886 I- I- HORZ(TL); 0.153 B - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 AA Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI; 0.902 0 Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std; 2014 Max BC CSI: 0.555 Bearing 0 is a rigid surface. Rep Fac; Varies by Ld Case Max Web CSI; 0.811 Bearing AA Fcperp = 625p5i. FT/RT;8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver; 2301.02.073117 A-R 75 -64 H - I lfl - Wind B-C 268-2198 i - M 37 - Wind loads based on MWFRS with additional C&C C - F 269 -2180 J - K 524 -3353 member design. D - E 58 -947 K - L 478 -3029 End verticals not exposed to wind pressure. E - F 83 -1263 L - N 478 -3040 Wind loading based on both gable and hip roof types. F - G 326 -3260 N -0 471 -3037 G - H 292 -2574 0 - P 281 -1808 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 666 -210 v-u 3293 -494 Y-X 2285 -400 U-T 3491 -517 X-W 3141 -452 T - S 3491 -517 W-V 3295 -460 S - R 1918 -299 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AA 156 -1533 H - J 425 -2858 10, A-Z 1405 -135 J - U 479 -38 Z-B 158-1204 J-M 755 -81 B-Y 1996 -231 u-K si -541 Y-D 190-1269 K-S 78 -704 D-X 972 -56 L-M 79 -571 C-D 148 -530 S - N 111 -506 C76fl X -E 51 -486 S-0 1397 -199 G-V 158-1153 O-R 240 -1217 V-H 2283 -314 R-P 2202 -336 1 */I V-J 309-1793 P-Q 251 -1492 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2, T3 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3,W11,W21, W23 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. WAMNINi' t4tAU ANL) 1-OLLUW ALL NU I Lb UN I Nib L)NAWIN(3! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , L.j r.i E Notes page for additional information. Alpine, a division of IT'tN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usr,wruepurm truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracin9 of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of ti 155 Harlem Ave drawing for any sfi-'ucture is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI: tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520008 T621 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.45771 Truss Label: 1CQ / RTT 05/08/2024 31111 5101 12' 13'4'15 1714 196" 2110" 2410' 2810 32108 31111 1'10" 62" 14"5 385 2412 24" 3' 4' 408 III 1.5X3 N 12 o6 6 j 8 111 1.5x3 1111.5X3 A K L III1.5x3 5X6 fZ \W3 4X6 \\\4X6 4X4 8X10 4X4 III1.5X3 4X10 5X6 Ili 3X6 5X6 5X8 1111. 5X4 32108 348 258 23" 348 510" 81" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL: 10.8 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3,W10,W12,W22, W24 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 311" 514 23" 4' 4' 408 12' 1714 I 19441 I 2410" 2810" 32108 2015" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.187 H 999 240 Loc R+ IR- /Rh tRw /U /RL Lu: NA Cs: NA VERT(CL): 0.433 H 911 180 AB 1527 I- I- /890 1- (106 Snow Duration: NA HORZ(LL): 0.056 B - - R 1522 I- 1- 1884 I- I- HORZ(TL): 0.130 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.845 R Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.509 Bearing R is a rigid surface. Bearing AB Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI: 0.800 Members not listed have forces less than 375# FT/RT:8(0)110(0) Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01. A-B 151 -1216 I - J 12 -491 Wind B-C 265-1873 J - N 36 -464 Wind loads based on MWFRS with additional C&C C - G 266 -1874 K - L 531 -3355 member design. D - E 23 -736 L - M 482 -3026 End verticals not exposed to wind pressure. E - F 78 -1253 M-0 483 -3037 Wind loading based on both gable and hip roof types. F - G 24 -768 0- P 475 -3033 G-H 250-2454 P-Q 284 -1807 H-I 297-2537 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA-Z 1164 -257 W-V 3296 -501 Z - Y 1909 -363 V - U 3489 -523 Y-X 2588 -382 U-T 3489 -523 X-W 3096 -442 T-S 1917 -301 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AB 171 -1505 I - K 439 -2734 A -AA 1485 -142 K-V 472 -37 AA-B 124 -919 K-N 724 -80 B-Z 1488 -207 V-L 49 -533 Z-D 210-1324 L-T 81 -705 D-Y 772 -18 M-N 79 -561 C-D 186 -672 T-O 111 -505 E-X 585 -65 T-P 1395 -202 F-AC 100 -751 P-s 241 -1216 AC-W 131 -909 S-Q 2200 -339 W - I 2137 -302 Q-R 253 -1491 W-K 306-1752 OFESSi T. No. C 72160 c oF L NOTES ON THIS DRAWII CONTRACTORS INCLUDIf talling and bracing. Refer ti es prior to performing thesE nerly attached structural shi of webs shall have contin per ,isiorioflTW BuiIdingComponents Group Inc. shall not.be responsible for any deviation from this drawing, any failure to build the formance with ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page rawing, indicates acceptance of professional ,engtneRring responsibility solely-for the design shown. The suitability and use of this any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. formation see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN 11W COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.249 I 999 240 VERT(CL): 0.578 I 682 180 HORZ(LL): 0.070 B - - HORZ(TL): 0.162 B - - Creep Factor: 2.0 Max TC CSI: 0.894 Max BC CSI: 0,527 Max Web CSI: 0.674 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520008 1622 AVIARA WEST APARTMENTS DrwNo 12924 1508.45412 Truss Label: 1CR / RU 05/08/2024 196" 2412 51111 101' 15415 17'1" 2110" 2410" 2810" 32108 51111 415 5315 185 24" 3' 4' 408 iLI1.5X3 0 4X6 L %i~i III 1.5X3 x t W10 I -i III \\\4X6 =4X4 m8X10 4X4 liii 5X3 4X10 5X6 III3X6 III1,5X3 5X8 4X6 II11.5X4 32108 548 58 311" 514 23" 4' 4' 408 548 12' 1714 19441 I 2410" 2810" 210 2'3" iT12 i2010 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP C Kzt NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W3,W10,W11,W21, W23 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. VIEW Ver: 23.01 020731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL AC 1528 I- I- /892 I- /106 5 1520 I- I- /882 I- /- Wind reactions based on MWFRS AC Brg Wid = 5.5 Min Req = 1.6 (Truss) S Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing S is a rigid surface. Bearing AC Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 201 -1604 I - J 303 -24 B - C 183 -1203 J - K 27 -su C-F 211-1451 K-O 42 -443 D-E 156-1138 L-M 539 -3361 E-G 208-1589 M-N 487 -3022 F - I 209-1443 N- P 487 -3033 G-H 165-1446 P-Q 480 -3030 H - I 135-1210 Q - R 286 -1806 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp AB-AA 1460 -279 X-W 3386 -509 AA, Z 1481 -282 W - V 3488 -530 Z - Y 2564 -422 V - U 3487 -530 Y-X 2872 -431 U-T 1916 -304 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AC 180-1512 L-W 457 -34 A-AB 1659 -151 L-O 676 -83 D-AA 124 -852 W-M 47 -518 D-Z 1287 -179 M-U 83 -708 Z-E 100 -535 N-O 78 -544 E-Y 405 -16 U - P 111 -503 F-G 145 -532 U - Q 1392 -204 H-X 107 -585 Q-T 243 -1215 X-J 1859 -274 T-R 2198 -342 X-L 303-1704 R-S 255 -1490 J - L 461 -2827 LL NOTES ON THIS DRAWING! - CONTRACTORS INCLUDING THE INS stalling and bracing. Refer to and follow tices prior to performing these functions. roperly attached structural sheathing and aint of webs shall have continuous [ateral not be responsible for any deviation from this drawing, any failure to build the g,. installation and bracing of trusses. A seal on this drawinq or cover paqe ering responsibility soIeIyor the design shown. The suitability and use of This tigner per ANSI/TPI 1 Sec.2. Inland Empire Truss 275 West Rider Si Perris CA 82571 (951)300-1758 ALPINE As nw CoMpany 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per or any For of Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef. 1XZ068520008 T623 AVIARA WEST APARTMENTS DrwNo: 129.24150844722 Truss Label: 1CS / RTT 05/08/2024 618 127 11312 16711 196" 011 2410 2810 32108 618 1015 415 5315 2105 I 24' 3' 4' 408 12 III 1.5X3 \\\4X6 61 III 1.5X3 E 5X3 Iii 5X3 P 05 06 A H IV Wil 10 IN III1.5x3 5X6 11I1.5X4 m8X10 m4X4 1111.5X3 _-4X10 5X6 III3X6 \\\4X6 —_4X4 5X8 m4X6 III1.5X4 510" 23" 510" 81" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld-7 6.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&BeL(9) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5,W10,W1 1,W21, W23 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonccncurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24" oc. 32108 A 311" 51 23" 4' 4' 4 408 12' 1714 I 19441 I 2410" I 2510" 32108 1St 2 I201 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.175 J 999 240 Loc R+ R- Rh / / /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.409 J 965 180 AC 1540 I- I- /893 I- /106 Snow Duration: NA HORZ(LL): 0.053 B - - T 1526 I- I- /881 I- I- HORZ(TL): 0.124 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.666 T Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.511 Bearing T is rigid surface. Bearing AC Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.685 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01 .02.0731.17 A - B 208 -1663 J - K 300 -2368 Wind B-E 259-1645 K-L 20 -483 Wind loads based on MWFRS with additional C&C C - D 79 -641 L - P 48 -445 member design. D-F 100 -766 M-N 557 -3387 End verticals not exposed to wind pressure. E - G 237 -1521 N -0 498 -3037 Wind loading based on both gable and hip roof types. F - H 177 -1318 0 -0 498 -3048 G-J 232-1505 Q-R 491 -3045 H - I 136-1188 R-S 292 -1814 l-J 133 -1107 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB-AA 1531 -287 X - W 3510 -546 AA- Z 2148 -345 W - V 3510 -546 Z-Y 2687 -414 V-U 1924 -310 Y-X 3332 -527 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AC 177-1496 K-M 458 -2821 A-AB 1685 -154 M-X 452 -34 AB-C 127 -696 M-P 679 -94 B-C 139 -578 X-N 46 -511 C-AA 799 -105 N-V 90 -717 No. C 72160 D-E 555 -94 0-P 78 -543 M-F 72 -419 V-a 111 -503 * F-Z 621 -75 V-R 1400 -210 G-H 141 -504 R-U 247 -1221 vI l-Y 85 -441 U-S 2208 -349 9 ' Y-K 1763 -266 S-T 259 -1496 Op CAU Y-M 313-1753 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme ca-e in fabricatino handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI and'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have croperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceibina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing intaIIed on the CLR per BCSI sections B3, B7, or BiD, as applicable Apply plates to each face of1truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPIN E Notes page for additional information. Alpine, a division of 11W BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawina' indicates acceptance of professional enoinSpring responsibility solely-for the design shown. The suitability and use of this drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see tt.ese web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview. IL 60025 Ply: 1 Job Number: R3444W_DV I Cust: R 6852 JRef: 1XZ068520008 T624 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.45115 Truss Label: 1CT / RU 05108/2024 9015 196" 2117 2412 5911 818 i 121015 1673 1T1"4 21'10" 2410' 2810" 32'10"8 5911 l3 310" 384 6 1 24" 3' 4' 408 3X4(') A3 X4 S III3x4G6X6 =8 12 54X6 T4 04X4 T5 12 05 I i T W2 2 AG AF AE AD A AB Z MW I113X4 \\\4X6 3X4 3X4 8X10 04 5X8 4X10 5X6 IF3X6 4X6 4X6 IJI1.5X4 32108 546 58 311" 514 2'3" 4' 4' 408 548 5'6" 12' 1714 19441 I 2410" 2810" 23" 1512 20'1b- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defi LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.183 S 999 240 Loc R+ / R- / Rh / Rw /U / RL AG 1531 I- I- /893 I- /111 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL). 0.414 S 953 180 BCDL: 8.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.066 B - - W 1522 I- I- /882 I-- - Des Ld' 46.00 EXP: C Kzt: NA NORZ(TL). 0.152 B - - Wind reactions based on MWFRS Building Code NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 AG Brg Wid = 5.5 Min Reg = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf BCDL 48 psf CBC 2022 Max TC CSI: 0.723 W Brg Wid 40 Mm Reg = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.574 Bearing W is a rigid surface. Bearing AG Fcperp = 625p5i Spacing. 24.0" C&C Diet a 329 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.676 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 AR 205 1599 KM RD 1f Wind Duration. 1.60 WAVE Lumber Wind Top chord 2x4 DF-L #1&Bet.(g) T3,T4, Wind loads based on MWFRS with additional C&C C - F 222 -1446 M - N 882 -253 T5 2x4 DF-L #2(g); member design. D - E 135 -1224 N-0 13 -423 Bot chord 2x4 DF-L #1&Bet.(g) End verticals not exposed to wind pressure. E - G 159 -1593 0- S 49 -499 Webs 2x4 DF-L Standard(g) W3,W10,W13,W23, W25 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - J 220 -1436 P - Q 503 - 3356 G - H 124 1459 - R 464 -3029 Lumber shall be dried to a maximum moisture content H - I 91 -1146 R - T 465 -3039 of 19% prior to installation. I - K 38 -854 T - U 457 -3036 Dt+,.,.'. M.,+ J - L 295-1645 U-V 275 -1808 to Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. (**) 1 plate(s) require special positioning Refer to AF-AE 1454 298 AB-AA 3296 473 scaled plate plot details for special positioning AE-AD 1472 -302 AA- Z 3491 -498 requirements. AD-AC 2644 -433 Z - Y 3491 -498 AC-AB 2809 -420 Y-X 1918 -291 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity A -AG 179 -1523 M - P 376 -2496 loads. A-AF 1664 -162 0-P 125 -577 Truss checked for 250# movable concentrated load C-D 412 -31 P-AA 471 -41 along Bottom Chord, nonconcurrent with design 0 -AE 97 -823 P - S 796 -92 gravity loads. No. C 72160 D-AD 1390 -154 AA-Q 55 -537 AD-E 90 -570 Q-Y 71 -708 Purlins F-G 117 -542 R-S 78 -565 In lieu of structural panels use purlins to brace all flat H-AB 142 -695 Y-T 111 -505 TC@24"oc. dC ye I - J 181 -760 Y-U 1396 -191 K-L 588 -93 U-X 235 -1217 ilva- OF CAUV: AB-M 2143 -311 X-V 2201 -328 AB-P 353-1964 05 24 V-W 246 - 1492 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St handling Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) satety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly (951)300-1758 attached rigid ceiling. Locations shown for cermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed the CLR BCSI B3, B7, B10 Aoply to face on per sections or as applicable plates each ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. AL_Ri NJ E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1 for truss conformance with or handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engjpeering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any stiucture is the responsibility of the Building ueslgner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520008 1326 AVIARA WEST APARTMENTS DrwNo: 129.241508.35746 Truss Label: 1D1 / RTT 05/08/2024 510" 116" 13'10" 1752 2168 2568 2968 32108 510" 58" 248 3610 4.1.6 4' 4' 34" 1111.5X3 12 D 4 \\\44 1113X6 3X8 E S R Q P 8X16 10X16 H0710 05 12 4X4 3X6 1111.5X3 F G H I 0 N 6X10 4X8 4X10 6X6 Ill3X8 32108 510" 58' 248 3610 416 4' ' 510 116 13'10" 1752 2168 2568 2968 32108 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.523 0 753 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.213 0 325 180 T 1531 I- /- /898 1- /142 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.283 D - - L 1516 I- I- /875 1- I- Des Ld: 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.656 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Meafl Height: 24.54 ft Building Code: Creep Factor: 2.0 T Brg Wid = 3.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCD.L: 10.8 psf CBC 2022 Max TC CSI: 0.627 L Brg Wid = 4.0 Mm Reg = 1.6 (Truss) Load Duration: 1.25 BCCL 48 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.832 Bearing T is a rigid surface. Bearing L Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.975 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber A-B 239-1756 G-H C-E 1407-7714 H - I 691 -4040 693 -4034 Top chord 2x4 DF-L #2(g) . E - F 1222 -6886 I - J 700 -4039 Bot chord 2x6 DF-L SS(g) F - G 1008 -5767 J - K 332 -1922 Webs 2x4 DF-L Standard(C) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Bracing S - R 7580 -1423 P-0 6834 -1250 (a) Continuous lateral restraint equally spaced on R - 0 7407 -1380 0 - N 5670 -1019 member. Q - P 7408 -1380 N - M 2093 -371 Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens.Comp. Webs Tens Comp NDSITPI reduction factors. All plates are 3X4 except as noted. A T 193 -1515 E - P 142 684 A-S 1779 -185 F-0 244 -1190 Loading S - B 1010 -164 0- G 600 68 Bottom chord checked for 10.00 psf non-concurrent S - C 1095 -6179 G - N 349 1840 live load. B-C 383-1875 N-J 2253 -401 Truss checked for 250# movable concentrated load 291 -1388 C-R 159 -535 J-M along Bottom Chord, nonconcurrent with design T 2398 -417 0111 R-E 534 -76 M-K ravif,, loads ill E-Q 485 -34 K-L 275 -1484 Wind Wind loads based on MWFRS with additional C&C member design. No. C 72160 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. OF WAKNIN(i AUANL)hULWW ALL NUI tb ON l Nib L)l<AWlN(i! Inland Empire Truss * *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) fô'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless roted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Loca:ions shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing intalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae Ilisting this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifçi and use of this 155 Harlem Ave Idrawing for any sFr'ucture is, the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor I For more information see tiese web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520008 T327 AVIARA WEST APARTMENTS DrwNo 129241508.29508 Truss Label: 1D2 / RU 05/08/2024 I 2 Complete Trusses Required 51112 116 101 0"t 175 2 51112 564 248 3610 2168 2568 2n68 32108 416 4' 4' 34" 1111. 563 12 I 4X6 05 1_2 j7"2 s. 112111 AA I ~8X8 W40710 3X8 =3X6 134 6X8 5X6 81l'l =304 6X10 3X4 3X4 BX 0"12 i 26612 51112 564 24'S 3610 415 4' 4' 34" 51112 116' 13'10" 1752 2168 2568 2968 32108 2184 . I 378 1 7612 2184 788 I 3512 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL' 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP'C Kzt:NA DesLd: 46.00 Mean Height: 24.54 ft NCBCLL: 0.00 TCDL' 10.8 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi' 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pt: NA Ce: NA VERT(LL): 0.305 V 999 240 Loc R+ I R- / Rh / Rw I U / RL T 1074 /-3067 /2500 /1591 /1531 /1885 Lu: NA Cs: NA VERT(CL). 0.388 V 831 180 Snow Duration: NA HORZ(LL): 0.074 D - - 5 7026 1-763 1- /2902 /2971 I- HORZ(TL): 0.094 D - - Creep Factor: 2.0 L 4087 /-2265 I- /2447 /2342 Wind reactions based on MWFRS Building Code: Code: CBC 2022 Max TC CSI: 0.534 T Brg Wid = 3.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.451 5 Brg Wid = 5.5 Mm Req = 3.4 (Truss) Rep Fac: Varies by Ld Case Max Web CSI: 0.813 L Brg Wid = 4.0 Min Req = 2.2 (Truss) Bearing T is a rigid surface FT/RT:8(0)I10(0) Bearings S & L Fcperp = 625p5i. Plate Type(s). Members not listed have forces less than 375# VIEW Ver: 23.01.02.0731.17 WAVE, HS Maximum Top Chord Forces Per Ply (Ibs) Lumber Top chord 2x6 DF-L SS(g) Ti 2x4 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W14 2x6 DF-L #2(g); W15,W17 2x4 DF-L#2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation, Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row © 8.25 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X10 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24' OC. Special loads (Lumber Dur.Fac.1 .60 / Plate Dur.Fac.=i .25) TC From 38 plf at 0.00 to 38 plf at 11.50 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 11.50 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Conc. Load at (21.69,20.77) PLB: +/-625 lb Conc. Load at (29.40,20.77) PL - +/-2500 lb Conc. Load at (25.31 ,20.77)[0.0 deg] I No.C72160 I * CIVI OF Chords Iens.Comp Chords Tens. Con A-B 2113-1903 G-H 4180 -6699 C-E 1023 -732 H - I 4180 -6696 E - F 1837 -3585 I - J 4326 -6443 F - G 3206 -5608 J - K 1732 -2847 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1255-1244 P-0 3751 -1939 S-R 721 -1024 0-N 5753 -3322 R-Q 1246 -507 N-M 3148 -1977 0-P 1246 -507 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A-T 1531 -775 V-W 1070 -1543 A-S 1055-2190 W-N 622 -1055 S - B 982 -2253 W - X 779 -787 S-C 376-1058 N-Y 3238 -2056 B-C 2323 -1124 X-N 1495 -1751 C-R 1522 -765 X-Y 653 -847 R - E 1398 -2701 Y-Z 3816 -2753 E-P 2562-1459 Z-J 3861 -2863 P-F 641 -1064 J-AA 1241 -2013 F-0 2025 -1566 AA-M 1269 -2025 0-U 636 -774 M-K 3523 -2144 U-G 641 -755 K-L 1176 -2028 G-V 1134-1528 "VVANNIN5 AU AND I-OLWW ALL NO I bS ON I Nib L)I-<AWINti! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI an6SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless notes otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of1truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i.....Pi E Notes page for additional information. Alpine a division of I'flN BuilclimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina ' indicates acceptance of professional enaineering responsibility solely nor the design shown. The suitabilif' and use of This 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA sbcacomponents.com; ICC' iccsafe.org; AWC awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520008 T328 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.40785 Truss Label: 1D3 I RTT 05/08/2024 510" 116' 13'10" 1752 2168 2568 2968 32108 510' 58" 248 3610 416 4' 4' 34' 1111.5X3 12 D TL OVM L I _____________________ 1113X6 e4X8 10X16 5X6 4X4 3X4 3X10 1113X4 4X4 6012 26912 510" 58" 248 3610 46 4' 4' 34" 510" 116' 13'10" 1752 21168 2568 2968 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.104 0 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.242 0 999 180 T - /-1180 I- /73 /614 /142 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.032 D - - S 3166 1- /- /1848 /29 I- EXF: C Kzt: NA -IORZ(TL): 0.075 D - - Ld: Ld: 46.00 L 940 /- /- /539Des Mean Height: 24.54 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.778 T Brg Wid = 3.5 Mm Req 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.444 S Brg Wid = 5.5 Min Req = 3.0 (Truss) L Brg Wid = 4.0 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac. Varies by Ld Case Max Web CSI: 0.920 Bearing T is a rigid surface. Loc from endwall: Any FTIRT:8(0)I10(0) Bearings S & L Fcperp = 625psi. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Negative reaction(s) of -i 180# MAX. from a non-wind A - B 1690 -411 G - H 343 -2044 Bot chord 2x4 DF-L #i&Bet.(g) load case requires uplift connection. See Maximum c - E 617 -104 H - I 345 -2038 Webs 2x4 DF-L Standard(g) Reactions. E - F 330 -1895 I - J 352 -2042 Lumber shall be dried to a maximum moisture content F - G 397 -2354 J - K 188 -1095 of 19% prior to installation. Bracing Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on member. S-R 63 -601 P-0 1966 -380 R-Q 764 -193 0-N 2362 -430 Plating Notes Q-P 764 -193 N-M 1187 -212 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 4X6 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-T 1214 -309 P-F 128 -515 Bottom chord checked for 10.00 pat non-concurrent A-S 445-1725 F-0 521 -55 live load. to S - B 392 -2038 G - N 86 -450 S-C 176 -927 N-J 996 -177 Truss for 250# load checked movable concentrated T.B Bottom Chord, design - C 1793 -293 J - M 189 -798 along nonconcurrent with - R 1054 -133 M - K 1379 -239 gravity loads. R-E 292-1686 K-L 176 -917 Wind E-P 1260 -194 Wind loads based on MWFRS with additional C&C No. C 72160 member design. End verticals not exposed to wind pressure. * Wind loading based on both gable and hip roof types. OF CALJV 05 24 suwARNINGus READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS latest 275 West Rider St BCSI Trusses require extreme care in fabricating, handlina shipping, installing and bracing.. Refer to and follow the edition of (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide have bottom temporary (951)300-1758 have bracing aer BCSI. Unless noted oTherwise, top chord shall properly attached structural sheathing and chord shalt a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per sections or as applicable plates each of'truss and position as BCSI B3, B7, B10 Apply to face shown above and on the joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 i.....Pi r.J E Notes for page additional nformation. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure bracina trusses. A this drawing, to build the truss in conformance with ANSI PI 1 or for handling, shipping,, installation and of seal on or cover page 155 Harlem Ave listing this drawina indica:es acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of mis 'Designer North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org, SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520008 T329 AVIARA WEST APARTMENTS DrwNo: 129.24.150836260 Truss Label: 1D4 I RU 05/0812024 510' 116" 13'1O" 1752 2168 2568 2968 32108 510" 58" 248 3610 416 4' 4' 34" IIl15X3() 12 I 05 12 4X6 A m38 I'BJL 1 , Ell I d i AU III3X10 AQ AP AN AL AJ AH AE AC II1.5X3(**) m10X16 mH0710 3X4 m3X4 6X10 --6x6 113X8 1111 .5X3(**) 1111.5X3( m8X16 m3X4 32108 510" 58" 248 3610 416 4' 4' 34" 510" 116" 13'10" 1752 2168 2568 2968 32108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL. 20.00 Wind Std: ASCE 7-16 Fg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf. NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw I U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.012 P 999 180 AU-148 I- I- /131 /19 /12 BCDL. 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL). 0.029 I - - AL* 113 I- 1- /60 /0 I- Des Ld: 46.00 EXP:C Kzt.NA HORZ(TL): 0.034 I - - AU /-933 NCBCLL: 10.00 Mean Height: 24.54 ft Building Code: Creep Factor: 2.0 AQ /-274 Soffit: 2.00 TCDL: 10.8 psf BCDL: 4.8 psf CBC 2022 Max TC CSI: 0.213 AN /-118 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Z /-354 Wind reactions based on MWFRS Spacing: 24.0" C&C Dist a. 3.29 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.997 AU Brg Wid = 166 Min Req = - Loc from endwall. Any FT/RT:8(0)/10(0) AL Brg Wid = 228 Min Req = - GCpi: 0.18 Plate Type(s): Bearings AU & AL are a rigid surface. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L SS(g) columns of Maximum Reactions table A - F 1240 -1276 Q - R 733 -731 Webs 2x4 DF-L Standard(g) See DWGS Al 1530ENC160118, GBLLETIN0118, & F - K 1007 -1039 R - T 412 -404 Lumber shall be dried to a maximum moisture content GABRST160118 for gable wind bracing and other J - M 668 -682 T - W 662 -650 of 19% prior to installation, requirements. M-0 657 -654 W - Y 559 -548 O-Q 700 -698 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. (**) 4 plate(s) require special positioning. Refer to 661 -632 AU-AQ 1075 -1074 AJ-AH scaled plate plot details for special positioning AQ-AP 758 736 AH-AE 690 -667 requirements. AN-AL 467 -439 AE-AC 719 -719 AL-AJ 605 -578 AC- Z 573 -572 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design Webs Tens.Comp. Webs Tens. Comp. End verticals not exposed to wind pressure. 10, 250 -424 A -AU 940 -999 AJ- 0 Wind loading based on both gable and hip roof types. T. A-AD 1354 -1333 O-AH 720 -749 4. AD-F 710 -861 AH-Q 310 -480 Gable Studs AQ- J 633 -642 0 -AE 789 -821 Gable studs (dashed members) may be installed at 16" F - J 1041 -1051 AE-W 794 -801 oc with Wave plates. In lieu of plates use (3)16 ga. rn J -AN 640 -746 W -AC 337 -401 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed No. C7216O 692 -703 AN-M 846 -857 AC-Y through chord into web & web into chord on one face M-AJ 692 -726 Y-Z 359 -419 for a total of (6) staples per connection. * Maximum Gable Forces Per Ply (Ibs) CIVI Gables Tens.Comp. Gables Tens. Comp. OF CALYF BI-AP 110 -498 BI-BK 104 -424 WARNING REAL) AND FOLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in%aIIed on the CLR per SCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enainering responsibility solely-for the design shown. The suitability and use of ti- 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22309 / GABL Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520008 T329 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.150836260 Page 2 of 2 Truss Label: 1D4 / RTT 05/08/2024 Loading Truss transfers a maximum horizontal load of 5916#( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5916 180.00 TC 0.00 32.87 5916 179.97 BC 0.00 32.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No. C 72160 * VVAkNtNL P(J\U P,NL) I-OLLOVV ALL NO I Lb ON I MIS LJI-(P,WINIi! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiltnq. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of tIns HarlemAve drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinstorg; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV I Cust: R6852 JRef: 1XZ068520008 T336 AVIARA WEST APARTMENTS DrwNo: 12924.150834110 Truss Label: 105 / RTT 05/08/2024 . 2 Complete Trusses Required 51112 116 13105 175"2 2188 2568 2968 32108 51112 564 2'4"8 3610 416 4 4• 3•4 ii 1. 53 12 I 05 11 1 I112 81 12X16 H0710 5X6 3X8 3X4 C) 3X4 6X10 3X4 --3X48Xl0016 H1324 8 32108 51112 61112 564 248 2610 416 4' 4 34 32108 116 1910' 1752 2168 2568 2968 2184 378 I 7612 I 2184 788 I 3512 —H Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 1.081 0 364 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 1.378 0 286 180 T 2682 I- /2500 /898 /839 /1885 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.590 D - - L 5365 1-2403 I- /2975 /2882 I- Des Ld: 46.00 EXP: C Kzt: NA IORZ(TL): 0.751 D - - Wind reactions based on MWFRS NCBCLL 0.00 Mean Height: 24.54 ft Building Code. Creep Factor. 2.0 T Brg Wid = 3.5 Mm Req = 1.5 (Truss) Soffit. 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.676 L Brg Wid = 4.0 Mm Req = 2.9 (Truss) Load Duration: 1.25 BCDL 4 8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.852 Bearing T is a rigid surface. Bearing L Fcperp = 625p5i Spacing: 24.0 C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.952 Members not listed have forces less than 375# Loc. from eridwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 557-1634 G-H 5150 -8 Lumber Plating Notes C - E 3688 -9284 H - I 5149 -8L Top chord 2x6 DF-L SS(g)T1 2x4 DF-L #2(g), Connectors in green lumber (g)designed using E - F 4255 -9304 I - J 4942 -8670 Bot chord 2x10 DF-L #2(g) B1, NDS/TPI reduction factors. F - G 4838 -9467 J - K 2075 -3759 B2 2x6 DF-L SS(g); All plates are 3X10 except as noted. Webs 2x4 DF-L Standard(g) W5,W15, W17 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); 1 plate(s) require special positioning. Refer to Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. 0119% prior to installation. requirements. T - S 1256 -1242 P-0 9325 -4296 S-R 9107-3617 0-N 9446 -4884 Bracing Purlins R0 8898 -3743 N-M 4175 -2306 (a) Continuous lateral restraint equally spaced on 0 - P 8901 -3744 member, Laterally brace bottom chord above filler with purlins at 24' OC. Nailnote Maximum Web Forces Per Ply (Ibs) Nail Schedule:0. 131 "x3", mm. nails Webs Tens.Comp. Webs Tens. Camp. Top Chord: 1 Row @12.00"o.c. A-T 443 -1349 V-W 482 -1552 Bat Chord: 1 Row @ 8.25 cc. A - S 1688 -586 W - N 192 -1130 Webs : 1 Row @ 4" ac. S - B 1229 -491 W - X 705 -815 Use equal spacing between rows and stagger nails 4647 -2652 S-C 3179-7801 N-Y in each row to avoid splitting. B-C 611 -1779 X-N 1499 -1793 F T.C-R AQ 156 -656 X-Y 654 -865 Loading R-E 585 -95 Y-Z 5213 -3056 E-P 512 -988 Z-J 5293 -3096 Truss checked for 250# movable concentrated load P-F 456 -219 J -AA 15136 -2682 along Bottom Chord, nonconcurrent with design o.C76O ' F-0 546 -1362 AA- M 1517 -2703 gravity loads. 0-U 550 -165 M-K 4653 -2570 Wind U-G 557 -182 K-L 1445 -2864 Wind loads based on MWFRS with additional C&C G-V 359-1436 member design * \ Civil-Ii End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types "WARNlNG" READ AND FOLLOW ALL N01E5 ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted Otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ot'webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- per for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing, or cover paqe listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN. 22330 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T336 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.34110 Page 2 of 2 Truss Label: 1D5 / RU 05/08/2024 Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.00 to 36 plf at 11.50 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 11.50 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +1-625 lb Conc. Load at (21.6920.77) PLB: +1-625 lb Conc. Load at (29.4020.77) PL - +/-2500 lb Conc. Load at (25.31 ,20.77)[0.0 deg) No. C72160 CIVI OF I **WARNING READ AND I-OLLOW ALL NO I ES ON I IllS DI<AVVIND! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ro'r saty practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with idiagonal bracing inaIIed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of'truss nd position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY Itruss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover pa 'e 155 Harlem Ave I listing this drawina indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitability and use of is North Building, 4th Floor I drawing for any srr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcaconiponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Special Loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 78 plf at 0.00 to 78 plf at 11.50 TC: From 76 plf at 11.50 to 76 plf at 32.88 BC. From 16 plf at 0.00 to 16 plf at 32.88 T. PLB: 5000 lb Conc. Load at (25.31,20.77) Loading Truss checked for 250# movable concentrated load rNo. C 72160 along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. COF CAJW S0 Ply 2 Job Number: R3444W_DV Cust. R 6852 JRef, 1XZ068520008 T631 AVIARA WEST APARTMENTS DrwNo. 12924150844628 Truss Label: 1D6 / RTT 05/08/2024 I 2 Complete Trusses Required 51112 116" 131101 1752 2168 2568 2966 3268 91112 994 24'S 3610 416 4' 4 7 1111 ,5X3 12 D 05 12 m6X 5X8 —H0508 1111.5X3 J10 K X W1 81 =-6 H0710 B2 3X88X163X4 io 6X8 3o 8X10(-) 51112 564 240 3610 416 4' 4' 3 I 51112 116' 13'10" 1752 2168 2560 2900 3268 77o I 7212 I 7112—H Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.289 V 999 240 Lu: NA Cs: NA VERT(CL): 0.368 V 865 180 Snow Duration: NA HORZ(LL): 0.071 D - - -IORZ(TL): 0.091 D - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.525 TPI Std 2014 Max BC CSI: 0.441 Rep Fac: No Max Web CSI: 0.788 FTIRT:8(0)I1 0(0) Plate Type(s): ______________ VIEW Ver: 23.01 020731.17 ui Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL' 800 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height' 24.54 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL' 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L SS(g) Ti 2x4 DF-L #2(g); Bot chord 2x10 DF-L#2(g)Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W14 2x6 DF-L #2(g); Wi5,W17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X10 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 1.25 plate duration factor used. ***** * A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL T 1018 /-2964 /2500 /1532 /1470 /1885 S 6849 1-665 I- /2796 /2869 /- L 4131 /-2337 /- /2491 /2385 /- Wind reactions based on MWFRS T Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 5.5 Min Req = 3.3 (Truss) L Brg Wid = - Min Req = - Bearing T is a rigid surface. Bearing S Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A - B 2048 -966 G - H 4064 -6498 C - E 946 -690 H - I 4064 -6495 E - F 1800 -3520 l-J 4211 -6240 F-G 3126 -5470 J - K 1596 -2599 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1255-1244 P-0 3681 -1898 S - R 679 -948 0- N 5609 -3240 R-Q 1255 -512 N-M 2905 -1845 0-P 1255 -512 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 1480 -746 V-W 1006 -1507 A-S 1015-2121 W-N 586 -1021 S-B 946-2191 W-X 777 -787 S-C 377-1063 N-Y 3284 -2081 B-C 2250-1082 X-N 1493 -1753 C-R 1475 -737 X-Y 653 -847 R-E 1352-2620 Y-Z 3862 -2773 E-P 2482-1413 Z-J 3910 -2884 P - F 621 -1030 J -AA 1263 -2035 F-0 1950 -1525 AA- M 1292 -2048 0-U 618 -742 M-K 3345 -2055 U-G 623 -723 K-L 1200 -2056 G-V 1068-1491 "WAKNIN( NAU ANL) NJLLOVV ALL NO I L ON I Hi ut-(AvvINu! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) f6r salety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing Ter BCSI. Unless noted otherwise, top chord shall have oroperly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B1O, as applicable Aoply plates to each face of truss and position as 1.4111611111.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i i...Pi rJ E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping,, installation and bracin9 of trusses. A seal on this drawing or cover pace listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any s!r'ucture is the responsibility of the Building '"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I SEQN: 24569 / MONO Ply 2 Job Number: R3444WDV Cust: R6852 JRef1XZ068520008 T631 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44628 Page 2 of 2 Truss Label: 1D6 / RTT 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2964# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# II bracing instailea on me uu< per above and on the Joint Details, ur age for additional information. a division of ITW BuiIdingCompor conformance with ANSI PI 1, oj its drawing, indicates acceptance: I for any s!ructure is the responsibi re information see these web sites T. TA ( No. C 72160 OF 05 24 - NOTES ON THIS DRAWING CONTRACTORS INCLUDING lallina and bracina. Refer to at of BCSl Inc. shall not be responsible for any deviation from this drawing, any.failure to build the shipping,, installation and bracing of trusses. A seal on this drawing or cover page al enaineering responsibility solely-for the design shown. The suitability and use of this ildingiJesigner per ANSI/WI 1 Sec.2. ieitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 5'l O" 5'lO" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL' 18.00 Speed: 105 mph BCLL. 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dial a: 3.25 It Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1 &Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads -----(Lumber Dur.Fac =1.25/Plate Dur.Fac.=1 25) TC: From 78 plf at 0.00 to 78 plf at 11.50 TC: From 76 plf at 11.50 to 76 plf at 32.54 BC: From 16 plf at 0.00 to 16 plf at 32.54 TC: 500 lb Conc. Load at 31.54 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 4X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-T 1221 -307 P-F 126 -522 A-S 442-1734 F-O 528 -50 S-B 391 -2047 G-N 92 -452 S-C 179 -940 N- J 933 -185 B-C 1803 -290 J - M 189 -905 C-R 1063 -132 M - K 1538 -228 R-E 290-1701 K-L 175 -1378 E - P 1276 -191 Ply I Job Number: R3444W_DV Gust R6852 JRet 1XZ068520008 T632 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.45961 Truss Label: 1D7 / RTT 05/08/2024 510" 116" 13'10" 1752 2168 2568 2968 3268 510" 58" 248 3610 - 416 4' 4' 3' 12 4 B 1111.5X3 D 4X1O 3X4 E F 12 4X4 = 3X6 /11.5X3 3X4 3X10 4X8 K M L 1113X4 TM Ill 3X6 R 0 P 10X16 = 5X6 4X4 4X4 6012 1 26512 5'8" 2'4"8 3610 416 4' 4' 3' I 116" 13'10" 1752 2160 25'6"8 2968 3268 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL). 0.104 0 999 240 / / Loc R+ /R- Rh Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.242 0 999 180 T - /-1188 I- /75 /598 /142 Snow Duration: NA HORZ(LL): 0.032 D - - S 3182 I- I- /1821 /35 /- HORZ(TL)' 0.075 D - - L 1401 I- I- /532 I- Building Code: Code: Creep Factor: 2.0 Wind reactions based on MWFRS CBC 2022 Max TC CSI: 0.883 T Brg Wid = 3.5 Mm Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.446 S Brg Wid = 5.5 Min Req = 3.0 (Truss) - L Brg Wid ni Min Req Rep Fac: Varies by Ld Case Max Web CSI: 0.924 Bearing T is a rigid surface FT/RT:8(0)/10(0) Bearing S Fcperp = 625p5i. Plate Type(s). Members not listed have forces less than 375# WAVE VIEW Ver: 23.01 02 0731 17 Maximum Top Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Con Wind loads based on MWFRS with additional C&C A - B 1699 -408 G - H 335 -2094 member design. C - E 613 -98 H - I 336 -2088 End verticals not exposed to wind pressure. E - F 332 -1925 I - J 344 -2091 Wind loading based on both gable and hip roof types. F - G 395 -2401 J - K 171 -1185 Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Negative reaction(s)of-1188# MAX. from a non-wind Chords Tens.Comp. Chords Tens. Comp. load case requires uplift connection. See Maximum Reactions. S - R 57 -598 P-0 1995 -382 R-Q 780 -198 0-N 2411 -426 Q-P 780 -198 N-M 1290 -196 --vv,kFcr4urlu-- rp,L) P,NU I-ULWVV ALL Nt) I UN I Nib UI(AVVINt Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing insalled on the CLR per SCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as 1.4111611111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ssr'wcoepusv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae listing this drawina ' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This 155 Harlem Ave drawing for any sfucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef:1XZ068520008 T633 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.46680 Truss Label: 1D8 / RTT 05/08/2024 510" 116" 13'10" 1752 2168 2568 2968 3268 510" 58' 248 3610 416 4 I I 1111.5x3(-') 12 K 0.5 12 BZ Eil R1 0 II 3X 10 AQ AP AN AL AJ AH II1.5X3 ) m10X16 mHO710 3X4 m3X4 m6X10 m6X6 113X8 1 5X3(**) III1.5X3(*i m8X16 3268 510" 58" 248 3610 416 4' 4' 3' 510" 116" 13'10" 1752 2168 2568 2968 3268 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *PLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Encosure: Closed Lu: NA Cs: NA VERT(CL): 0.012 P 999 180 AU*148 I- I- /131 /19 /12 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 I - - AL* 118 I- I- /61 /1 I- EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.54 ft HORZ(TL): 0.034 I - - AU /-933 Building Code: Creep Factor: 2.0 AQ /-274 NCBCLL: 10.00 TCDL 108 psf AN /-116 Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Max TC CSI: 0.438 Z /-371 Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Max BC CSI: 0.067 Wind reactions based on MWFRS Spacing: 24.0" C&C Dist a: 3.25 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.997 AU Brg Wid = 166 Min Req = - Loc. from endwall: Any FT/RT:8(0)/10(0) AL Brg Wid = 224 Min Req = - GCpi: 0.18 Plate Type(s): Bearings AU & AL are a rigid surface. Wird Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02 0731 17 Members not listed have forces less than 375# Lumber Gable Studs Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 DF-L #2(9) Gable studs (dashed members) may be installed at 16" Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L SS(g) oc with Wave plates. In lieu of plates use (3)16 ga. A - F 1240 -1276 0- R 724 -721 Webs 2x4 DF-L Standard(g) 1/2" x 1.75" wire staples (0.064 Die.) Toe nailed F - K 1007 -1039 R - T 402 -394 Lumber shall be dried to a maximum moisture content through chord into web & web into chord on one face - M 656 -682 T - W 672 -680 for a total of (6) staples per connection. of 19% prior to installation M-0 656 -653 X - Y 526 -515 Special Loads Additional Notes 0-0 697 -695 -----(Lumber Dur Fac =1 25 / Plate Dur.Fac =1 25) Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Bot Chord Forces Per Ply (Ibs) TC: From 78 plf at 0.00 to 78 plf at 11.50 TC: From 76 plf at 11.50 to 76 plf at 32.54 See DWGS Al 1530ENC160118, GBLLET1N0118, & Chords Tens.Comp. Chords Tens Comp BC: From 16 plf at 0.00 to 16 plf at 32.54 GABRST160118 for gable wind bracing and other AU-AQ 1075 -1074 AJ-AH 663 -633 TC: 550 lb Conc. Load at 31.54 requirements. AQ-AP 758 -735 AH-AE 695 -671 Plating Notes AN-AL 466 -439 AE-AC 694 -692 Connectors in green lumber (g) designed using AL-AJ 607 -579 AC-AB 513 -512 NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning OFESSIO A-AU 940 -999 AJ-O 249 -423 requirements. T. A-AQ 1354-1333 0-AH 717 -746 (**) AQ-F 710 -861 AH-O 307 -477 Wind AQ- J 633 -642 0 -AE 782 -814 Wind loads based on MWFRS with additional C&C F - J 1041 -1051 AE-W 775 -783 member design. J-AN 640 -746 W-AC 325 -394 End verticals not exposed to wind pressure. AN-M 846 -856 AC-Y 681 -691 * No. 72160 * Wind loading based on both gable and hip roof types. M-AJ 691 -725 Y-Z 373 -421 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. OF CALAV BI-AP 109 -495 BZ-AB 50 -530 5 24 BI-BK 103 -424 X-BZ 52 -546 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) th'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint o webs shall have continuous lateral restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of truss and position as 1.49611111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANUWCOWANY truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina' indicates acceptance of professional engjpeering responsibility solely tor the design shown. The suitabiIif' and use of this drawing for any sFructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24573 / GABL Ply: 1 Job Number: R3444WDV Cust. R6852 JRef:1XZ068520008 T633 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 12924 1508.46680 Page 2 of 2 Truss Label: 108 / RTT 05/08/2024 Loading Truss transfers a maximum horizontal load of 5916 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5916 180.00 TC 0.00 32.87 5916 179.97 BC 0.00 32.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T. No. C 72160 WRtNIN(.i t-(JkU IANU EOLLOVV ALL NO i tZ5 ON i hiS L)i-(AVVINO' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Com.ponent Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of 11W BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the AN ~ COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of HarlemAve drawing for any s6ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Wind, Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. I No.C72160 I Civil- OF C-E 171 -1425 J - K 616 -3968 D-E 135-1689 K-L 623 -3968 E - F 286-2958 L-M 297 -1869 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp V-U 642 -252 R-Q 6715 -1040 U-T 1577 -354 0-P 5494 -871 I - 5 2993 -469 P -0 2037 -332 S - R 6656-1031 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-W 154-1511 G-H 450 -2976 A-V 1375 -131 H-Q 205 -1440 V-6 120-1240 Q-J 1063 -118 B-U 1700 -182 J - P 271 -1737 U-D 216-1439 K-P 100 -433 D-T 1439 -112 P-L 2257 -352 C-D 137 -567 L-0 275 -1413 F-S 107 -781 0-M 2362 -378 S-G 2313 -285 M-N 258 -1496 S-H 704-4666 H—H 62" 98" 22' 36" Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld' 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL' 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T3 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet,(g) Webs 2x4 DF-L Standard(g) W12,W13,W17, W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace TC with purlins at 24" OC. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 1513 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.41803 Truss Label: iDA I RTT 05/08/2024 11111 9015 1494 196' 21412 25312 29412 32108 11111 5615 585 4812 1'102 311" 41' 3512 8 1 06 P0 0 MN --6x10 m5X6 1113X6 1113X6 o5X6 11I4X6 1114X6 1II4X6 6X16 8X12 5X6 32108 514 47" 288 311" 41" 3512 1494 1944 21'41 25312 29412 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.379 I 999 240 Loc Ri- I R- / Rh I Rw /U / RL W 1527 I- I- /890 I- /137 Lu: NA Cs: NA VERT(CL): 0.878 I 449 180 Snow Duration: NA HORZ(LL): 0.104 I - - N 1521 I- I- /884 I- I- IORZ(TL): 0.241 I - - Creep Factor: 2.0 Wind reactions based on MWFRS W Brg Wid = 5.5 Min Req = 1.6 (Truss) Building Code: CBC 2022 Max TC CSI: 0.661 N Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.942 Bearing N is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.940 Bearing W Fcperp = 625psi. FT/RT: 8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens, Comp. VIEW Ver: 23.01.02.0731.17 A - B 73 -608 F - G 293 -2572 WAVE B-C 174 -1468 H - J 869 -5684 rcceu /4iNLJ IULLUVV /ALL INUICo UIV i rita Ui-(ikVViiNL,! Inland Empire Truss ""IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f6'r sarety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins1a11ed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of Iruss and position as 1.4961.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOWAW truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solelyIor the design shown. The suitability and use of tii 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec,2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc,org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520008 T514 AVIARA WEST APARTMENTS DrwNo: 129.24.1508 33575 Truss Label: 1DB / RU 05/08/2024 3411 98" 10'"15 1494 196" 21412 25312 29412 32108 3411 635 9"5 435 4812 1'102 311" 41" 3512 Ill 1.5X3 12 5~6XB 4 3X4 3X4 T3 1111.5X3 3X4 12 kT D HJ(Wl IT W ED V 1113X4U 113X6 6X16 8X12 6X10 1113X6 1111.5X3 32108 36" 62" 514 47" 208 311" 41" 3512 36" 98" 1494 1944 21'4"1 25312 29412 32108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.372 I 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.863 I 457 180 V 1528 I- I- /891 I- /137 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.105 I - - N 1521 I- 1- /883 I- I- EXP: C Kzt: NA Des Ld: 46 00 HORZ(TL): 0.243 I - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 1000 Building Code: Creep Factor: 2.0 V Big Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.847 N Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Max BC CSI: 0.941 Bearing N is a rigid surface. Bearing V Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.970 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 162-1368 F-G 293 -2 B-C 173-1254 H-J 872 -5€ Top chord 2x4 DF-L #1&Bet.(g) Wind C - F 167 -1254 J - K 618 -3966 T3 2x4 DF-L #2(g); Wind loads based on MWFRS with additional C&C D - E 145 -1710 K - L 625 -3966 Bot chord 2x4 DF-L #1&Bet.(g) member design. E - F 128 -1459 L - M 297 -1868 Webs 2x4 DF-L Standard(g) W2,W11,W12,W16, W18 2x4 DF-L #2(g); End verticals not exposed to wind pressure. Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation Chords Tens.Comp. Chords Tens. Comp, Bracing U-T 1293 -316 R-Q 6710 -1044 T-S 2888 -458 Q-P 5490 -874 (a) Continuous lateral restraint equally spaced on S - R 6652 -1035 P-0 2036 -333 member. Plating Notes Maximum Web Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Webs Tens. Comp. Webs Tens.Comp. NDS/TPI reduction factors. A - V 155 -1505 G - H 455 -2996 All plates are 5X6 except as noted. A - W 1614 -152 H - Q 207 -1438 (**) 1 plate(s) require special positioning. Refer to W - B 502 -93 Q - J 1963 -118 scaled plate plot details for special positioning OFESS W-U 1882 -207 J - P 272 -1736 requirements U-D 235-1366 K-P 100 -433 T. Loading D - T 1621 -140 C-D 169 -543 P - L 2256 -353 L-O 275 -1412 Bottom chord checked for 10.00 psf non-concurrent O-M 2361 -379 E-S 89 -662 live load. S-G 2219 -275 M-N 258 -1496 Truss checked for 300# movable concentrated load No. C 72160 S - H 704-4644 along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load 'j along Bottom Chord, nonconcurrent with design loads. cIvI gravity In lieu of rigid sheathing laterally brace TC with OF purlins at 24" OC 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly Perris CA 92571 (951)300-1758 attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable ADpIy plates to each face of 'truss and position as 141110111111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ..'i L...PI rn J E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssnoepu I truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor drawing for is the Build ing"Designer ANSI/TPI 1 Sec.2. any srructure responsibility of the per For more information see these web sites: Alpine: alpineitw.com; TPI: t.orq- SBCA: sbcacomponents.co ICC: iccsafe.org,AWC: ?cr. ... _] Ply: 2 Job Number: R3444W_DV - Cust: R6852 JRef:1XZ068520008 1516 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.39619 Truss Label: 1DC / RU 05/08/2024 2 Complete Trusses Required Min 36" 4'611 98" 11'7"I5 196" 21'6"9 256"8 29'6"8 32'108 39" 1&11 5'1"5 1'11"l 12 2'O"8 4' 4' 34" 111. 5A3 12 06X8 .4X4 MlsX3 -6X10 L 1121 I51I I r! T;:.-. 6X1O 3X1O III3X8 95X6 -5X6 OX16 4X6 8I1.5X3 e40508f") T iI 98" 514 494 24" 4' 4' 34" 98" 14'94 19'2"8 2158 25'68 29'6"8 32'lO"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL' 10.8 psI Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 2184 I 378 I T6"12 I 21'8"4 7'8"8 I 0512 --"/ Snow Criteria (Pg,Pf in PSF) Defl!CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.817 H 483 240 Loc R+ / R- / Rh / Rw /U / RL U 2344 I- /2500 /950 /868 /1965 Lu: NA Cs: NA VERT(CL): 1.023 H 385 180 Snow Duration: NA HORZ(LL): 0.234 H - - M 5390 /-2378 I- /3056 /3050 1- '-IORZ(TL): 0.293 H - - Creep Factor: 2.0 Wind reactions based on MWFRS U Brg Wid = 5.5 Min Reg = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.660 M Brg Wid = 4.0 Min Reg = 2.9 (Truss) TPI Std: 2014 Max BC CSI: 0.828 Bearing U is rigid surface. Bearing M Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.903 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 WAVE, HS A - C 388 -1055 G -1 5042 -9435 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 200 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W9,W15, W17 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131'x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. OFESS, IF No. C 72160 OF CALAV: B-D 819 -1931 l-J 5251 -8797 C-E 358 -980 J - K 5187 -8671 D-E 981 -2056 K-L 2195 -3778 E-F 1312 -2929 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp U-T 1249-1250 Q-P 9933 -5012 I - 5 1708 -886 P -0 9209 -4973 S-R 2635-1148 0-N 4224 -2462 R-Q 9874-4981 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-U 432-1167 W-X 519 -1526 A-T 1313 -482 X-0 218 -1111 T-B 321 -821 X-Y 374 -409 B-S 1765 -754 J-Y 2219 -2521 S-D 223 -391 0-Z 4626 -2768 R-F 2845 -1361 Y-0 1672 -1930 R-G 3990 -7579 Z-M 5175 -3173 F - G 1585 -3551 AA- K 5296 -3248 G-Q 236 -400 K-AB 1586 -2688 G-P 32 -764 AB- IN 1605 -2719 P-V 796 -169 N-L 4676 -2719 V -1 922 -279 L - M 1529 -2676 I-W 414-1438 "WARNING" NtAD AND FOLLOW ALL NU I bd ON I Nib L)I'(AVVIN(i' Inland Empire Truss I *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have roper Iv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. AopIy plates to each face of 'truss and position as lshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional enoineering responsibility solely nor the design shown. The suitabilifç' and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23280 I MONO Ply. 2 Job Number: R3444W_DV Cust R6852 JRef1XZ068520008 T516 FROM: Qty; AVIARA WEST APARTMENTS DrwNo: 129.24.150839619 Page 2 of 2 Truss Label: 1DC / PIT 05/08/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.00 to 38 plf at 16.00 TC: From 40 plf at 0.00 to 40 plf at 29.38 TC: From 36 plf at 16.00 to 36 plf at 29.38 BC: From 16 plf at 0.00 to 16 plf at 29.38 PLB: +1-625 lb Conc. Load at (18.04,20.77) PLB: +1-625 lb Conc. Load at (26.04,20.77) PL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg) WAKNIN(i I<AU ANU NJLLOVV ALL NO I LZ5 ON I tlij UI<AVVIN(! Inland Empire Truss **IMPOPTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of This HarlemAve drawing for any sFructure is the responsibility of the BuildingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TP tpinst,org; SBCA: sbcacomponents.corn; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 T517 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.31524 Truss Label: 1DD / RTT 05/08/2024 I 2 Complete Trusses Required 388 6611 13715 1474 190 216 2568 29'68 32108 398 293 714 115 4812 208 4 4 34 1111.5X 12 J 15x:E 14 12 05 YA F 1511 111378 5X6 5X6 4X(3 10X16 12X10 3X8 3X6 6X1O III3X1O lii 5X3 H0508*) 32108 98 514 454 24 4 4 34• 08 1404 1928 2168 2568 2968 32136 T ,i- T T 0' '7'2 I_j_ J 2184 378 I 7612 788 1 3512 —H Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.821 J 480 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 1.028 J 383 180 W 2344 I- /2500 /953 /868 /1965 Snow Duration: NA HORZ(LL): 0.232 E - - 0 5390 /-2378 I- /3056 /3050 1- HORZ(TL): 0.290 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brig Wid = 5.5 Mm Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.660 0 Brg Wid = 4.0 Mm Req = 2.9 (Truss) TPI Std: 2014 Max BC CSI: 0.828 Bearing W is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Bearing 0 Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01 .02.0731.17 Plating Notes A - B 366 -1868 G - H 1292 -2854 B - E 332 -947 I - K 5042 -9435 Connectors in green lumber (g) designed using C - D 757 -1740 K - L 5251 -8797 NDS/TPI reduction factors. D - F 776 -1758 L - M 5187 -8671 All plates are 3X4 except as noted. E - G 325 -916 M - N 2195 -3778 (**) 1 plate(s) require special positioning. Refer to F - G 992 2043 scaled plate plot details for special positioning requirements. Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C W - V 1251 -1248 S - R 9934 -5012 member design. v - U 1680 -890 R - Q 9209 -4973 Left end vertical exposed to wind pressure. Deflection U - T 2590 -1864 0- P 4224 -2462 meets U360. T - 5 9876 -4981 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp. A-W 421 -1148 Y-Z 519 -1526 A-V 1228 -442 Z-Q 218 -1111 OFESSI V-C 314 -798 Z-AA 374 -409 C-U 1584 -695 L-M 2219 -2521 T. T-H 2652 -1293 0-AB 4626 -2768 I - I 3985 -7566 M- 0 1672 -1930 H - I 1592 -3569 AB-AC 5175 -3173 - S 235 -397 AC- M 5296 -3248 No. C 72160 - R 33 -765 M -AD 1586 - 2688 ) ) R - X 796 -169 AD- P 1686 -2719 1h1 X-K 922 -279 P-N 4676 -2719 K-Y 414-1438 N-0 1529 -2676 OF CAUfl2 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mea, Height: 24.55 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi 62 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W16, W18 2x4 DF-L #2(g); W15 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", rrin. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs :1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. NPIN rcctu P,FNU I-L)LLL)VV ALL NI) i t,5 ON i Hlb uKAvviNI)! inland Empire Truss **lMP0RTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing in1alled on the CLR per BCSI sections 63, B7, or B10 as applicable Apply plates to each face of truss and position as 1-49011141 Ishown above and on the Jcint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. (Alpine a division of lTW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1, or for handling, shipping installation and bracin9 of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enoineehng responsibility solely -for the design shown. The suitabiIit' and use of ft-os 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23287 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520008 T517 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.1508.31524 Page 2of2 Truss Label: 1DD / RU 05/08/2024 Loading Truss checked for 300w movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac =1.60 / Plate Dur.Fac =1.25) TC: From 38 plf at 0.00 to 38 plf at 16.00 TC: From 40 plf at 0.00 to 40 plf at 29.38 TC: From 36 plf at 16.00 to 36 plf at 29.38 BC: From 16 plf at 0.00 to 16 plf at 29.38 PLB: +/-625 lb Conc. Load at (18.04,20.77) PLB: +/-625 lb Conc. Load at (26.04,20.77) PL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] T. No.0 72160 Civil- OFCAUV —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peres CA 92571 Component Safety Information, by TPI and SBCA) t8r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITVV Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/i P1 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawinq, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilitS' and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 No.0 72160 I Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T518 AVIARA WEST APARTMENTS DrwNo: 129.24.150833032 Truss Label: 1 D I RTT 05/08/2024 398 8611 1494 15715 196" 21412 25312 29412 32108 398 493 629 10111 3101 1'10"2 311' 41" 3512 4X4 I111.5X3 III1.5X3 12 1111. X3 T2 —4X8 W11 0.5 12 A III 1.5X3 M IN W2 la W1 W1 T II ru II 1113X6 \\\4X6 ru6X16 8X12 ru6X10 1113X6 III 1.5X3 32108 A 36" 62" 36" 98' Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCCL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W11,W12,W16, W18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 5X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace lower TC with purlins at 24' OC. 514 47" 208 311" 41' 3 , 5 12 1494 1944 21'4"1 25312 29412 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.347 J 999 240 Loc R+ / R- I Rh I Rw /U / RL W 1539 I- I- /895 I- /137 Lu: NA Cs: NA VERT(CL): 0.797 J 494 180 Snow Duration: NA HORZ(LL): 0.113 J - - 0 1524 I- I- /879 I- I- '-tORZ(TL): 0.263 J - - Creep Factor: 2.0 . Wind reactions based on MWFRS W Brg Wid = 5.5 Min Req = 1.6 (Truss) Building Code: CBC 2022 Max TC CSI: 0.974 0 Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.945 Bearing 0 is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.699 Bearing W Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 147-1282 G-H 960 -224 WAVE B-E 221-1326 I - K 927 -5697 Wind C-D 86-1057 K-L 650 -3976 Wind loads based on MWFRS with additional C&C D-F 74-1056 L-M 657 -3975 member design. E - H 229 -1214 M - N 310 -1872 End verticals not exposed to wind pressure. F-G 145-1269 Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 1194 -295 S-R 6731 -1117 U-T 2157 -343 R-Q 5506 -927 T-S 6674-1107 Q-P 2040 -347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 154 -1523 I - R 230 -1445 A-V 1564 -141 R-K 1867 -135 V-C 144 -932 K-Q 295 -1743 B-C 115 -462 L-Q 100 -433 C - U 1037 -89 Q - M 2262 -374 T-G 1720 -205 M-P 286 -1415 T - I 766 - 4688 P - N 2366 -395 G-1 474 -2973 N-0 268 -1499 * CIVI OF VVANNINl.d NAU P,NL) i-OLLOVV ALL NO i tZ5 ON I hiS L)i(AWiN(jl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) Tot satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer SCSI. Unless noted otherwise, top chord shall have otoper lv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for aermanent lateral restraint of'webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR per SCSI sections B3, B7, or B10, as applicable ADpIy plates to each face of iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of t 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building "'Designer per ANSI/TPl 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4 63X6 \\\4X6 5X6 1± R m5X6 m6X16 m8X12 m5X6 m6X10 5X6 1113X6 32108 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef.1XZ068520008 T519 AVIARA WEST APARTMENTS DrwNo' 129.241508 42491 Truss Label: 1DF / RTT 05/08/2024 8012 214" 2 109 110' 2 703 106 11 17715 196" 398 3211 2515 714 110" 4X4 M 25312 29412 32108 311" 41" 3512 36" 62" 514 47" 2'0"8 311" 41" 3512 9 36" 98" 144 1944 21'41 25312 29412 32108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt. NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W2,W10,W1 3,W14,W18, W20 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace lower TC with purlins at 24' OC. Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.387 K 999 240 Loc R+ / R- / Rh / Rw /U / RL Z 1539 I- I- /897 I- /137 Lu: NA Cs: NA VERT(CL): 0.887 K 444 180 Snow Duration: NA HORZ(LL): 0.134 H - - R 1524 I- I- /877 I- I- HORZ(TL): 0.311 H - - Creep Factor: 2.0 Wind reactions based on MWFRS Z Brg Wid = 5.5 Min Req = 1.6 (Truss) Building Code: CBC 2022 Max TC CSI: 0.901 R Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std 2014 Max BC CSI' 0.949 Bearing R is a rigid surface. Bearing Z Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI: 0.968 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 A -R 14.-1277 I - i- .i 244 .1' WAVE Purlins '-5 C - E '- J L - N i -' In lieu of structural panels use purlins to brace all flat D - H 89 -1052 887 -5697 TC @ 24" oc. 234 -1254 N-0 627 -3976 E-F G - I 79-1030 0-P 634 -3975 Wind F-G 116 -1123 P-Q 301 -1872 Wind loads based on MWFRS with additional C&C ioo -1093 member design. End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) Wind loading based on both gable and hip roof types. Chords Tens.Comp, Chords Tens. Comp Y-X 1235 -306 V-U 6729 -1064 X-W 2076 -339 U-T 5506 -889 W-V 6671-1054 T-S 2040 -337 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Z 151 -1514 L-M 71 -446 A-Y 1559 -136 L-U 212 -1442 Y-C 146 -945 U - N 1067 -123 B-C 114 -483 N-T 278 -1743 C-X 956 -70 O-T 100 -433 W - l 1904 -240 T-P S - Q 2262 -359 W-L 771 -4920 P-S 278 -1415 I -AA 382 -2616 2366 -384 AA-L 424 -2791 Q-R 261 -1499 ALL NOTES ON THIS DRAWINC LL CONTRACTORS INCLUDING installing and bracing. Refer to 8 ctices prior to performing these ft properly attached structural shea traint of webs shall have continuc or B10, as applicable. A9PIY pla not be responsible for any deviation from this drawing, any failure to build the g, installation and bracinq of trusses. A seal on this drawing or cover page eri ng responsibility solely-for the design shown. The suitability and use of this iigner per ANSI/TPl 1 Sec.2. TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951(300-1758 ALPINE AN r-COMRANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per a any of Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520008 T524 AVIARA WEST APARTMENTS DrwNo: 129 .24.150832053 Truss Label: 1DG / RU 05/08/2024 2 Complete Trusses Required H91 3'98 4 88' 18r15 19' 2568 29328 3210'S 258 3312 174 714 141 4' 4 3'4" 4 F_ 3X4 axe J4 B 05 12 .4X4 F 111308 94X6 5X6 10X16 12X16 3X4 304 —HO508l')3X4 1113X10 - =324 3X6 8X16 - 32i0'8 96' 514 454 24 4' 4' 34' 99 14324 192'S 216'8 2568 296'8 32108 Loading Criteria (psi') Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 2184 I 378 I 73012 2184 788 I 3512 —( Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.870 J 453 240 Loc R+ R- /Rh tRw /U /RL / Y 2344 /- /2500 /956 /868 /1965 Lu: NA Cs: NA VERT(CL): 1.090 J 361 180 Snow Duration: NA HORZ(LL): 0.290 H - - 0 5390 /-2378 1- /3056 /3050 I- 1ORZ(TL): 0.363 H - - Creep Factor: 2.0 Wind reactions based on MWFRS Y Brg Wid = 5.5 Min Reg = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.830 Q Brg Wid = 4.0 Min Reg = 2.9 (Truss) TPI Std: 2014 Max BC CSI: 0.832 Bearing Y is rigid surface. Rep Fac. Varies by Ld Case Max Web CSI. 0.895 Bearing 0 Fcperp = 625p5i. Members FT/RT:8(0)/10(0) not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 385 -1 041 H - .1 360 -976 WAVE, HS B-D 385-1059 I-J 920 -343 C - E 573-1320 K-M 5042 -9435 D-H 380 -1035 M-N 5251 -8797 E-F 573 -1302 N-0 5187 -8671 F-G 828 -1637 0-P 2195 -3778 0-I 862-1672 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) Wi 1,W1 7, W19 2x4 DF-L #2(g); W16 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. (fq No. C 72160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 1250-1249 U-T 9926 -5010 X-W 1696 -887 T-S 9209 -4973 W-V 2226 -911 S-R 4224 -2462 V-U 9866-4978 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 427 -1151 AA-AB 519 -1526 A-X 1297 -478 AB-S 218 -1111 X-C 327 -841 AB-AC 374 -409 C-W 1164 -529 N-AC 2219 -2521 F-V 418 -435 S-AD 4626 -2768 V-I 2656 -1271 AC-S 1672 -1930 V-K 4067 -7818 AD-AE 5175 -3173 I - K 1490-3255 AE-0 5296 -3248 K - U 239 -409 0 -AF 1586 -2688 K-T 32 -758 AF-R 1606 -2719 T-Z 796 -169 R-P 4676 -2719 Z - M 922 -279 P - 0 1529 -2676 M-M 414-1439 I VVMrcrIIrlU r1.tMLJ P,iNLj rULLUVV MILL iNU i ro UUNi 1`11 L)I(AVViiNL,1 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) ro'r satety practices Drior to performing these functions. Installers shall provide temporary, Perris CA 92571 (951)300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or 610, as applicable. Aoply to each face of truss and as plates position I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabilityand use of fl-iS drawing for any 5fiucture is the responsibility of the Building iJesigner per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 23304 / MONO Ply; 2 Job Number: R3444W_DV Cust R6852 JRef.1XZ068520008 1524 FROM: Qty; AVIARA WEST APARTMENTS DrwNo; 129.241505.32053 Page 2of2 Truss Label: 1DG / RU 05/0512024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac =1 25) TC From 38 plf at 0.00 to 38 plf at 16.00 TC; From 40 plf at 0.00 to 40 plf at 29.38 TC; From 36 plf at 16.00 to 36 plf at 29.38 BC; From 16 plf at 000 to 16 plf at 29.38 PLB; +1-625 lb Conc. Load at (18.04,20.77) PLB; +/-625 lb Conc. Load at (26.04,20.77) PL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] WAKNINU AU AND frOLLOVV ALL NO I Lb ON I hIS DI<AWINCd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any. failure build the AN — COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page Avelisting this drawing, indicates acceptance of professional engineering responsibility solely lor the design shown. The suitability and use of This drawing for any sifucture is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com, TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef' 1XZ068520008 T523 AVIARA WEST APARTMENTS DiwNo: 129.24.1508.42244 Truss Label: 1DH I RTT 05/08/2024 I 2 Complete Trusses Required 398 9'011 liii 5X3 12 t ,—r E 8115X3 D F 04 1"12 151 113X8 57456 5X6 4X6 1494 16115 196' 21'6" 2568 2968 32108 589 14)1 341 208 4' 4'. 3•4•• I 1111 ,513 12 05 lllt5X3 T4 6X10 6X 1 0 R 82 Y' 10X16 12X16 e3X8 3X6 ill 5X3 —t2150. () 8Xl6 T IT-2 I 'I 1 514 454 2'4" 4' ' 32108 1494 192 ' 8 21861 2568 2968 2184 I 378 I 7512 2184 I 7'8"n I 3512 —H Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.789 J 499 240 / Loc R+ R- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.989 J 398 180 W 2344 /- /2500 /954 /868 /1965 Snow Duration: NA HORZ(LL)' 0.245 J - - 0 5390 /-2378 /- /3056 /3050 /- HORZ(TL): 0.307 J - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1,5 (Truss) CBC 2022 Max TIC CSI: 0.660 0 Brg Wid = 4.0 Min Req = 2.9 (Truss) TPI Std: 2014 Max BC CSI: 0.829 Bearing W is rigid surface. Bearing 0 Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Members not listed have forces less than 375# FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, i-ts VIEW Ver: 23.01.02.0731.17 Plating Notes A - B 388 -1003 G - H B - E 389 -1098 I - K 863 -323 5042 -9435 Connectors in green lumber (g) designed using C - D 594 -1315 K - L 5251 -8797 NDS/TPI reduction factors. D - F 631 -1362 L - M 5187 -8671 All plates are 3X4 except as noted. E - H 366 -1016 M - N 2195 - 3778 (**) 1 plate(s) require special positioning. Refer to F - G 908 -1795 scaled plate plot details for special positioning requirements, Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C W - V 1249 -1250 S - R 9931 -5011 member design. V-U 1687 -888 R-Q 9209 -4973 Left end vertical exposed to wind pressure. Deflection U - T 2276 -944 Q - P 4224 -2462 meets L/360. T - S 9872 -4980 Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-W 433-1178 Y-Z 519 -1526 A-V 1324 -481 Z-Q 218 -1111 OFESSl V-C 318 -812 Z-AA 374 -409 T. C-U 1251 -567 L-M 2219 -2521 F-T 561 -359 Q-AB 4626 -2768 T-G 2514-1233 M-Q 1672 -1930 T - l 4008 -7644 AB-AC 5175 -3173 G -1 1564 -3471 AC- M 5296 -3248 No. C 72160 - S 237 -403 M -AD 1586 -2688 I - R 32 -762 AD-P 1600 -2719 R-X 796 -169 P-N 4676 -2719 X - K 922 -279 N-0 1529 -2676 vt 1OF CAUfl9" K-Y 414-1438 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) 81, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W16, W18 2x4 DF-L #2(g); W15 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule: 0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs :1 Row @ 4' o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all TC @ 24' oc. Laterally brace bottom chord above filler with purlins at 24" OC. --vrlIrdl.,-- F5t#kLJ MINI.) IOLLOVV P,LL INIU I tO Ui'4 11110 UFVkVViNl.,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anoSBCA) f& satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of iruss and position as I shown above and on the Jo'nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI1TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paoe I listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview,IL 60025 SEQN 23302 I MONO Ply 2 Job Number: R3444W_DV Cust R6852 JRef1XZ068520008 1523 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 12924.1508.42244 Page 2 of 2 Truss Label: 1DH / RTT 05/08/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads -----(Lumber Dur.Fac =1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 16.00 TC: From 40 plf at 0.00 to 40 plf at 29.38 TC: From 36 plf at 16.00 to 36 plf at 29.38 BC: From 16 plf at 0.00 to 16 plf at 2938 PLB +/-625 lb Conc. Load at (18.04,20.77) PLB. +1-625 lb Conc. Load at (26.04,20.77) PL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] ,,, No.CJ72160 t.OF WANNIN(.d 1(C/SL) /,NU NJLLUVV ALL NU I tZ> ON I HIZ> Lfr(RvvIN1.! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing indtalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracinp of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 3X4 T S R 6X16 8X12 5X6 32108 514 47' 20 4 8 1494 194 2141 5X6 4X8 M N W1 T Q 5X6 III 3X6 6X10 311" 41" 3512 25312 29412 32108 0.5 12 4X4(**) Wit K Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520008 T522 AVIARA WEST APARTMENTS DrwNo: 129.24 1508.32173 Truss Label: 1DJ / RU 05/08/2024 7111 243 398 578 15015 196' 21412 25312 29412 32108 398 110" 714 451 1'10"2 311' 41" 3512 04 12 T 4 L— E 3X4 B \\\4X4 F A 0 I113X6 5X6 5X6 II!4X6 3'6" 62" 36" 98" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.348 J 999 240 Loc R+ / R- I Rh / Rw /U / RL W 1539 I- I- /895 I- /137 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.801 J 492 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.112 J - - 0 1524 1- I- /879 I- /- Des Ld 46 00 EXP: C Kzt: NA -lORZ(TL): 0.261 J - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 It Creep Factor: 2.0 W Big Wid = 5.5 Mm Reg = 1.6 (Truss) TCDL 10.8 psf CBC 2022 Max TC CSI: 0.914 0 Brg Wid = 4.0 Mm Reg = 1.6 (Truss) Soffit 200 BCDL: 48 psf TPI Std: 2014 Max BC CSI: 0.945 Bearing 0 is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing W Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac: Varies by Ld Case Max Web CSI: 0.705 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 14 -1274 G - H 279 -2290 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #1&BeL(g) Wind Bot chord 2x4 DF-L #1&Bet.(g) Wind loads based on MWFRS with additional C&C Webs 2x4 DF-L Standard(g) W1 1,W12,W16, member design. W18 2x4 DF-L #2(g); End verticals not exposed to wind pressure. Lumber shall be dried to a maximum moisture content 0119% prior to installation Wind loading based on both gable and hip roof types. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading f/T. X Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. No. C 72160 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace lower TC with ;)t civit- purlins at 24" OC OF 05/0 2024 B-E 213 -1298 I - K 911 -5697 C-D 95-1140 K-L 640 -3976 D-F 84-1140 L-M 648 -3975 E-G 220-1197 M-N 307 -1872 F-G 150-1333 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V-U 1190 -294 S-R 6732 -1095 U-T 2228 -355 R-Q 5506 -911 T-S 6675-1085 Q-P 2040 -343 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 155-1521 I-R 223 -1445 A-V 1548 -139 R-K 1067 -130 V-C 143 -924 K-Q 288 -1743 B-C 105 -426 L-Q 100 -433 C-U 1107 -98 Q-M 2262 -368 T-H 1734 -199 M-P 283 -1415 T-1 739-4654 P-N 2366 -391 H-1 479-3014 N-0 265 -1499 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss I **lMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatino handlina shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI and'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have roperIv attached structural sheathina and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing insialled on the CLR per BCSI sections B3, 67, or B1O, as applicable Aoply plates to each face of 'truss and position as 141161116., I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the e,wcoern Itruss in conformance with ANSI PI 1, or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional en92leering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor icnr r,nr infnrr51nn thrun h citrus Aininru rulninru.itw -nm- TPI tninstom SRCA' sbcacnmnonents.com: ICC: iccsafe.oro: AWC: awc.ora Glenview, IL 60025 Ply: 1 Job Number: R3444W0V Cust. R6852 JRef: 1XZ068520008 1521 AVIARA WEST APARTMENTS DrwNo 129.24.1508.30248 Truss Label: 1DK / RTT 05/08/2024 398 51111 13015 14'9" 196" 21412 25312 29412 32108 398 223 714 1'8" 4812 1'10'H2 311' 41' 3512 12 4 L 4X4 E 6X8 H J 5X6 1114X6 6X16 8X12 5X6 6X1O A 32108 -j 36" 62" 514 '" 2'0"8 311" I 41" 3512 36' 98" 1494 1944 21412 25312 29412 32108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.372 G 999 240 Loc R+ I R- I Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.867 G 454 180 W 1539 I- I- /893 1- /137 BCDL 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.122 E - - 0 1524 I- 1- /881 I- I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.284 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height. 24.55 ft Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL: 10.8 psf BCDL: 48 psf CBC 2022 Max TC CSI: 0.983 0 Brg Wid = 4.0 Mm Reg = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI: 0.943 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.780 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 _WAVE VIEW Ver 23.01.02.0731.17 Lumber A-B 141 -1237 G-H 287 -2d B-E 172-1141 I - K 877 -5L. Top chord 2x4 DF-L #1&Bet.(g) Wind C - D 127 -1555 K - L 621 -3976 Bat chord 2x4 DF-L #i&Bet.(g) Wind loads based on MWFRS with additional C&C D - F 114 -1528 L - M 628 -3975 Webs 2x4 DF-L Standard(g) Wi 1,W12,W16, member design. E - G 178 -1105 M - N 299 -1872 W18 2x4 DF-L #2(g); End verticals not exposed to wind pressure. F - G 137 1551 - Lumber shall be dried to a maximum moisture content of 19% prior to installation. Wind loading based on both gable and hip roof types Maximum Bat Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Camp. (a) Continuous lateral restraint equally spaced on V - U 1207 -300 S - R 6732 -1052 member. U - T 2546 -407 R - Q 5506 -879 T-S 6675-1042 Q-P 2040 -334 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to A - W 153 -1510 R - K 1057 -120 scaled plate plot details for special positioning A - V 1476 -129 K - Q 274 1743 requirements V-C 140 -897 L-Q 100 -433 C - U 1394 -104 Q - M 2262 -355 Loading T-H 1920 -229 M-P 277 -1415 Bottom chord checked for 10.00 psf non-concurrent T - l 701 -4613 P-N 2366 -381 live load. H - I 468 -3052 N-0 259 -1499 Truss checked for 300# movable concentrated load I - R 200 - 1446 along Top Chord, nonconcurrent with design gravity No. C 72160 loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design * gravity loads. vL I \I In lieu of rigid sheathing laterally brace lower TC with OF CAUV; purlins at 24" OC. WAKNINti AU ANU I-OLLUVV ALL NU bS UN I Mi UNAWiNU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices Drior to performing these functions. Installers shall provide temporary. 951300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as i1Ii shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General 4L.JI r.j E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing , of trusses. A seal on this drawing or cover pae listing this drawina indicates acceptance of professional engineering responsibility solely nor the design shown. The suitabili and use of is 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building -Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org AWC: awc.ork Glenview, IL 60025 6X8 3X4 12 4 JC 4X4 \\\4X4 I1I3X6 Ii4X6 36" 62" 36 98" GWW4X () III 1.5X3 J K T W1 W1 m8X12 ru6X10 1113X6 1111.5X3 2'0"8 311" 41" 3512 21'4"t21'4"1 25312 12 32 294 108 (a) S R 6X16 32108— 54 1 4'7" 1494 1944 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520008 T520 AVIARA WEST APARTMENTS DiwNo: 129.24.1508.41209 Truss Label: 1DL / RTT 05/08/2024 31111 98" 11'0'15 1494 196" 21'4"12 25312 29412 32108 31111 585 14(5 385 48..12 1'102 311" 41" 3512 1111.5X3 H Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl u# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.367 H 999 240 Loc R+ / R- / Rh I Rw /U I RL U 1536 I- I- /892 1- /138 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.854 H 461 180 BCDL. 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.106 H - - M 1523 I- I- /882 I- I- Des Ld 46 00 EXP: C Kzt: NA HORZ(TL): 0.247 H - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 U Brg Wid = 5.5 Min Reg = 1.6 (Truss) TCDL 108 psf CBC 2022 Max TC CSI: 0.940 M Brg Wid = 4.0 Mm Reg = 1.6 (Truss) Soffit: 200 BCDL 48 psf TPI Std: 2014 Max BC CSI: 0.944 Bearing M is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing U Fcperp = 625ps1. Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac: Varies by Ld Case Max Web CSI: 0.880 Members not listed have forces less than 3754 Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typs(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 A - f'. 18(1-1786 fl- I 879 -5694 Wind Duration: 1.60 WAVE Lumber B - D 154-1751 l-J 622 -3974 Top chord 2x4 DF-L #1&Bet.(g) Wind C - E 164 -1167 J - K 629 -3974 T3 2x4 DF-L #2(g); Wind loads based on MWFRS with additional C&C D - E 145 -1554 K - L 299 -1871 Bot chord 2x4 DF-L #1&Bet.(g) member design. E - F 296 -2541 Webs 2x4 DF-L Standard(g) W10,W1 1,W15, W17 2x4 DF-L #2(g); End verticals not exposed to wind pressure. Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp of 19% prior to installation T-S 1238 -310 Q-P 6729 -1054 Bracing S-R 2834 -455 P-0 5504 -881 (a) Continuous lateral restraint equally spaced on R - Q 6671 -1044 0 - N 2039 -335 member. Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp Connectors in green lumber (g) designed using NDS/TPI reduction factors.. A-U 161 -1516 G-P 210 -1444 All plates are 5X6 except as noted. A - T 1533 -139 P - I 1067 -121 (**) 1 plate(s) require special positioning. Refer to T - B 145 -920 1-0 275 -1742 scaled plate plot details for special positioning 100 -433 B-S 1621 -143 J-0 requirements. D-R 82 -575 0-K 2261 -356 T. R-F R -G 2165 -269 707-4642 K-N N -L 277 -1415 2365 -381 Loading Bottom chord checked for 10.00 psf non-concurrent F - G 463 -3022 L - M 260 -1498 live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity No. C 72160 loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. OF In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. O5IU/ 2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) fô'r safety pactices orior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B10, as applicable Aoply plates to each face oftruss and position as I shown above and on the Joint Details, unless noted otherwise. Peter to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of IT\N BuildincL Components Group Inc. shall no/ be responsible for any deviation from this drawing, any.failure to build the Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover pae lusting this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave I drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Aboine: alDineitw.com: TPl: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP'C Kzt:NA Des Ld: 48.00 Mean Height: 24,55 ft NCBCLL: 000 TCDL' 10.8 psf Soffit: 2.00 BCDL: 6,0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 3,00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W16, W18 2x4 DF-L #2(g); W15 2x6 DF-L #2(g); Lumber shalt be dried to a maximum moisture content of 19% prior to installation, Bracing (a) Continuous lateral restraint equally spaced on member, Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row ©12.00" o.c. Bot Chord' 1 Row @ 7.25 o.c. Webs :1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting, Purlins In lieu of structural panels use purlins to brace all TIC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. W org vvia = 5.5 win rceq = 'i. (Truss) 0 Brg Wid = 4.0 Min Req = 2.9 (Truss) Bearing W is a rigid surface. Bearing 0 Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con .17 A-B 373-1030 G-H 1284 -21 B - E 349 -999 I - K 5042 - 9' C-D 717 -1616 K-L 5251 -8797 0-F 738-1637 L-M 5187 -8671 E-G 337 -952 M-N 2195 -3778 F-G 971 -1972 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1250-1248 S-R 9933 -5012 V - U 1679 -890 R -0 9209 -4973 U-T 2510-1038 Q-P 4224 -2462 T-S 9875-4981 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 426-1165 Y-Z 519 -1526 A-V 1262 -453 Z-Q 218 -1111 V-C 312 -793 Z-kP6 374 -409 C-U 1505 -869 L-AA 2219 -2521 T - H 2605 -1278 Q -AB 4626 -2768 T-1 3987 -7573 AA-Q 1672 -1930 H - I 1590 -3560 AB-AC 5175 -3173 I - S 236 -399 AC- M 5296 -3248 I-R 32 -765 M-AD 1586 -2688 R-X 798 -169 AD-P 1606 -2719 X-K 922 -279 P-N 4676 -2719 K-Y 414 -1438 N-0 1529 -2676 Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520008 T550 AVIARA WEST APARTMENTS DrwNo: 12924 1508 42151 Truss Label: 1 D / RTT 05/08/2024 H 2 Complete Trusses Required 3'9"8 398 1"2" i 14315 2 714 196" 21S' 2568 2968 32108 521 208 4' 4' e3X8 12 1111.503 1 1111,5X3 8 II1503 E i2 D 05 A —6X8 .04 1111,5X T4 M ]7.2 I S2 111308 C5X6 4x6 5X6 10016, 12X16 3X8 =R 3X6 6X10 III3X1D I1I1.5X3 eH0ç8ç) 32'10'8 98" 5'1"4 4'5"4 24" 4' 4 34" 98" 1994 1928 2168 25'6t 2998 32108 2184 I 378 i 7612 I 2184 i 7'8"8 1 3'5"12 —/ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.807 J 488 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 1,011 J 390 180 W 2344 I- /2500 /952 /868 /1965 Snow Duration: NA HORZ(LL): 0.235 J - - 0 5390 /-2378 I- /3056 /3050 1- HORZ(TL): 0.295 J - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 CBC 2022 Max TIC CSI: 0.682 TPI Std: 2014 Max BC CSI: 0,828 Rep Fac: Varies by Ld Case Max Web CSI' 0.895 FT/RT.8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23,01.02.0731 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements, Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. "WARNING" REAL) AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathino and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of iruss and position as 1411161111.11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracino of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enoineering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfiucture is the responsibility of the Building "Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23376 / MONO Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520008 T550 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.42151 Page 2 of 2 Truss Label: 1DM / RTT 05/08/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac.1.6C / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 16.00 TC: From 40 plf at 0.00 to 40 plf at 29.38 TC: From 36 plf at 16.00t0 36 plf at 29.38 BC: From 16 plf at 0.00 to 16 plf at 29.38 PLB: +1-625 lb Conc. Load at (18.04,20.77) PLB: +/-625 lb Conc. Load at (26.04,20.77) PL- +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] .OFESS,o No. C 72160 CIVI OFC9 WMP(NINU N.cMU P,tNU L)LWVV PILL NU I tb UN I Nib UI-(AVVINU! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) f5'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300.1758 bracing aer BCSI. Unless roted oTherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Loca:ions shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD, as applicable Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPI NE INotes page for additional information. lAlpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwcoerum Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see tiese web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (PgPf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defh/CSI Criteria PP Deflection in bc L/defl Lf# VERT(LL): 0.791 J 498 240 VERT(CL): 0.991 J 398 180 HORZ(LL): 0.244 J - - HORZ(TL): 0.306 J - - Creep Factor: 2.0 Max TC CSI: 0.674 Max BC CSI: 0.830 Max Web CSI: 0.895 Ver: 23.01.02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T551 AVIARA WEST APARTMENTS DrwNo: 129.24 1508.38945 Truss Label: 1DN / RTT 05/08/2024 __________________________ 2 Complete Trusses Required 398 398 62 9211 248 30"ll 1494 16'3"15 569 Ti 2i6" 2558 2968 3210"8 208 6 6 38" 1111.503 12 HI I 5X3 8 05 12 =04 1111,5X3 _6110 11211 i2 El 111308 6506 4X6 5X6 610016 12x16 3X8 3X6 6X10 u13x10 liii 5X3 110508 98' 904 454 24" 4 4 34" 98" 1494 1928 216"8 2568 2968 3210"8 am 378 1 7612 788 I 3'5"12—1 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W16, W18 2x4 DF-L #2(g); W15 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.25' o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" cc. Laterally brace bottom chord above filler with purlins at 24" OC. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh I Rw /U I RL W 2344 I- /2500 /954 /868 /1965 5390 /-2378 I- /3056 /3050 Wind reactions reactions based on MWFRS W Brg Wid = 5.5 Min Req = 1.5 (Truss) Brg Wid = 4.0 Min Req = 2.9 (Truss) Bearing W is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 387-1060 G-H 867 - B - E 386 -1068 I - K 5042 -9 C-D 604 -1337 K-L 5251 -8797 D-F 637 -1375 L-M 5187 -8671 E-H 362-1067 M-N 2195 -3778 F-G 909-1792 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1249-1250 S-R 9930 -5011 V-U 1686 -888 R-Q 9209 -4973 U-T 2291 -951 0-P 4224 -2462 T-S 9872-4980 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 432-1176 Y-Z 519 -1526 A-V 1318 -478 Z-Q 218 -1111 V-C 318 -812 Z-A 374 -409 C-U 1267 -574 L-AA 2219 -2521 F-T 533 -347 Q-AB 4626 -2768 T-G 2534-1241 M-Q 1672 -1930 T - l 4011 -7653 AB-AC 5175 -3173 G-1 1560-3460 AC-M 5298 -3248 -5 237 -403 M -AD 1586 -2688 l-R 32 -762 AD-P 1606 -2719 R-X 796 -169 P-N 4676 -2719 X - K 922 -279 N-0 1529 -2676 K-Y 414-1438 'VVMKNIN NCAU P,NU NJLLUVV ALL NO I ON I HIZJ LS(AVViN(i' inland Empire Truss **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 'ems CA 92571 Component Safety Information by TPI an8SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in1aIIed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the 4sncQer8s6 truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawirg or cover pace 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEQN: 23378 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T551 FROM. Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.38945 Page 2 of 2 Truss Label: 1DN / RTT 05/08/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads -----(Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.00 to 38 plf at 16.00 TC: From 40 plf at 0.00 to 40 plf at 29.38 TC: From 36 plf at 16.00t0 36 plf at 29.38 BC: From 16 plf at 0.00 to 16 plf at 29.38 PLB: +/-625 lb Conc. Load at (18.04,20.77) PLB: +1-625 lb Conc. Load at (26.04,20.77) PL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] T. I No.0 72160 I WARNIN3 READ AND FOLLOW ALL NOiESUN IHISUFAWIN(j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) f'r safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable ADply plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI] PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover paae I listing this drawina indicates acceptance of professional .enainering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave i drawing for any srr'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 A-B 387-1059 G-H 873 -2 B - E 387 -1088 I - K 5042 - 94m C-D 598 -1330 K-L 5251 -8797 D-F 632 -1366 L-M 5187 -8671 E-H 363-1 M-N 2195 -3778 F-G 904-1780 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp W-V 1249 -1250 S-R 9930 -5011 V-U 1688 -888 R-Q 9209 -4973 U-T 2281 -945 0-P 4224 -2462 T-S 9872-4980 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp fESSj T. No. C 72160 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520008 T552 AVIARA WEST APARTMENTS DrwNo: 129.241508 33471 Truss Label: 1DP / RTT 05/08/2024 2 Complete Trusses Required 196 301 62' 9411 1494 165"15 1 21'6" 2566 2999 32108 29"8 248 9211 549 187l 209 4' 4 34' u3X8 111.563 1111,5X3 12 15X4 77" 6sx 1111sX3 05 12 004 A 1111,5X3 -6110 _6X8 15.11 6SF 0) DW1 112 71 V B1 U T S 6 62 Q99"" P 71 X8 VSX6 5X6 10X16 12X16 e3X8 3X6 6X10 II3X1 4X6 III1.5X3 T T -I- Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: moo Speed: 95 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category. II EXP: C Kzt. NA Des Ld 48.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W10,W16, W18 2x4 DF-L #2(g); W15 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bat Chord. 1 Row @ 7.250 C. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. 514 454 24" 4. 3•4•• I 149'u 192'8 2169 2568 266'8 32109 2184 t 378 I T6'72 2184 768 I 3512 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.792 J 498 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.992 J 397 180 W 2344 I- /2500 /954 /868 /1965 Snow Duration: NA HORZ(LL). 0.244 J - - 0 5390 /-2378 /- /3056 /3050 I- -tORZ(TL): 0.306 J - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TIC CSI: 0.673 0 Brg Wid = 4.0 Min Reg = 2.9 (Truss) TPI Std: 2014 Max BC CSI: 0.830 Bearing W is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.895 Bearing 0 Fcperp = 625ps1. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr VIEW Ver: 23.01.02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-W 432-1174 Y-Z 519 -1526 A-V 1318 -479 Z-Q 218 -1111 V-C 319 -815 Z-AA 374 -409 C-U 1254 -568 L-AA 2219 -2521 F-T 531 -351 Q-AB 4626 -2768 T - G 2539 -1241 AA- 0 1672 -1930 T - I 4014-7665 AB-AC 5175 -3173 G - I 1556 -3445 AC- M 5296 -3248 - S 237 -403 M -AD 1586 - 2688 I-R 32 -762 AD-P 1606 -2719 R-X 798 -169 P-N 4676 -2719 X-K 922 -279 N-0 1529 -2676 K-Y 414-1438 "WAKNINL I<LAU ANU 1-OLLOW ALL NO I 1=6 ON I HIS Ut<AWINU Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 west Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) To'r satety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3 B7, or B10, as applicable Aoply plates to each face ofruss and position as 'iII¼ shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General AL_RI rs.I E Notes page for additional information. Alpine a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitability and use of m 155 Harlem Ave drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.coni; TPI: tpinst.org; SBCA: sbcacom_ppnents.comjCC: iccsafe.org; AWC awc.org Glenview, IL 60025 SEQN: 23380 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520008 1552 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.150833471 Page 2 of 2 Truss Label: 1 DP I RU 05/08/2024 Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 plf at 0.00 to 38 p11 at 16.00 TC: From 40 p11 at 0.00 to 40 p11 at 29.38 TC: From 36 p11 at 16.00 to 36 p11 at 29.38 BC: From 16plfat 0.00t0 16plfat 29.38 PLB: +1-625 lb Conc. Load at (18.0420.77) PLB: +1-625 lb Conc. Load at (26.0420.77) FL - +/-2500 lb Conc. Load at (22.04,20.77)[0.0 deg] No. C 72160 I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with Idiagonal bracing intalled on the CLR per BCSI sections 83, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrmrnseuer truss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pae Ilisting this drawina indicates acceptance of professional eng,'eering responsibility solely-for the design shown. The suitabilityand use of is 155 Harlem Ave Idrawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpirieitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R : 6852 JRef: 1XZ068520008 T323 AVIARA WEST APARTMENTS DrwNo 129 24.150842907 Truss Label: 1E1 / RTT 05/08/2024 62" 1134 16' 1808 2208 2608 2948 62" 514 4812 208 4' 4' 34" E 1108 6X12 8X10 3X4 4X12 5X6 1111. 5X3 2948 62" 62" Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.50 ft TCDL: 10.8 psf BCDL: 4.8 psI MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 paf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 514 454 2'4" ' ' I 1134 1588 1808 2208 2608 2948 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.282 E 999 240 / / Loc R+ R- Rh I Rw /U / RL Q 1374 I- I- /808 I- /185 Lu. NA Cs. NA VERT(CL): 0.656 E 537 180 Snow Duration: NA HORZ(LL): 0.103 E - - J 1360 I- /- /789 /23 I- HORZ(TL): 0.239 E - - Creep Factor: 2.0 Wind reactions based on MWFRS Q Brg Wid = 3.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.685 J Brg Wid = 4.0 Min Req = 1.5 (Truss) TPl Std: 2014 Max BC CSI: 0.772 Bearing 0 is rigid surface. Bearing J Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.849 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01 .02 0731.17 A-B 250-2097 F-G 661 -3/ WAVE B - C 289 -1995 G - H 669 - 34 D-F 914 -4768 H - I 323 -1654 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 1949 -436 M-L 4621 -918 0-N 5471-1089 L-K 1801 -362 N-M 5513-1078 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 165-1326 M-F 794 -111 A-P 1935 -171 F - L 272 -1358 P-B 107 -379 L-H 1903 -371 0-C 1674 -279 H-K 296 -1241 0-D 745 -3957 K - I 2089 -412 C-D 449-2303 l-J 282 -1335 D-M 194-1048 No. C 72160 1* Loading Criteria (psI) TCLL: 20.00 TCDL. 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" oFESS0 TA A WAKNINU P,LiANUi-ULLUW ALL NOi Lb UN it-1lSUt<AWiN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin,g shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aeply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 41.PI r\J E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawino' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: CA: sbcacomponents.com, ICC: iccsafe org; AWC awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf ,n PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.665 E 530 240 Lu: NA Cs: NA VERT(CL): 0.833 E 423 180 Snow Duration: NA HORZ(LL): 0.241 E - - '-IORZ(TL): 0.302 E - - Building Code: Creep Factor: 2.0 CBC 2022 Max TIC CSI: 0.595 TPI Std: 2014 Max BC CSI: 0.736 Rep Fac: Varies by Ld Case Max Web CSI: 0.842 FT/RT:8(0)/10(0) Plate Type(s): ______________ WAVE. HS IVIEW Ver: 23.01 .02.0731.17 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T324 AVIARA WEST APARTMENTS DrwNo: 129.24 1508.33994 Truss Label: 1E2 / RTT 05/08/2024 I "" 2 Complete Trusses Required 62' 11'34 16' 1808 2208 2608 294'8 52' 514 4812 208 4' 4 34 III3X6 12 %6X6 O5 12 4 X <B "3X6 GX Ho X6 M F j12 131 P 613X8 e6X6 10x16 10x16 1O IIi3X1 3X8 3X6 6X111.5X3 "C29!1r) 2948 A 62" 514 454 24" 4' 4' 34" 62" 1134 1586 18'0'8 2208 2608 2948 37'8 1 7612 I 1824 I 7'88 3'5'12 —I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 :TCDL 18.00 Speed: 105 mph BCLL: 0.00 Encbsure: Closed BCDL: 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height. 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf 'Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W7,W13, W15 2x4 DF-L #2(g); W12 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131"x3", rrin. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7,25 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. ffeT.rA% No. C 72160 FC civa- A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL 0 2623 /- /2500 /992 /972 /1965 J 5111 /-2391 /- /2950 /2947 I- Wind reactions based on MWFRS 0 Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 4.0 Min Req = 2.7 (Truss) Bearing 0 is a rigid surface. Bearing J Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 891 -2202 F-G 5065 -8295 B-C 1132-2458 G-H 5006 -8183 D-F 4727 -8583 H - I 2121 -3579 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0-P 1269-1224 N-M 8819 -4599 P-0 2088 -859 M-L 8409 -4677 0- N 8767 -4570 L - K 4000 -2379 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 491 -1274 T-L 194 -915 A - P 2082 -858 T - U 380 -400 P-B 252 -478 G-U 2219 -2519 B-0 261 -403 L-V 4318 -2654 0-C 2430-1195 U-L 1672 -1920 0-0 3746 -6926 V - W 4868 -3060 C-D 1352-2912 W-H 4981 -3131 D-M 110 -679 H-X 1532 -2542 M-R 554 -79 X-K 1551 -2571 R-F 774 -261 K-1 4429 -2627 F-S 413 -1252 l-J 1477 -2537 S-T 494-1316 WAMNIN(i i- (RL)ANUI-ULLOWALLNUlbSUN l Nib UbtAWlN(j! Inland Empire Truss I **IMPORTANT*- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 275 West Rider St Ferris CA 92571 Component Safety Information by TPI an6SBCA) t'r saTety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly (951)300-1758 attached rigid ceiling. Locatons shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing in1alled oi the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face ofruss and position as 1411111&1. I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE lAlpine, a division of ITW BLildina Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss i conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22274 / MONO Ply; 2 Job Number: R3444W_DV Cust. R 6852 JRef. 1 XZ068520008 T324 FROM. Qty AVIARA WEST APARTMENTS DrwNo. 129.24.1508 33994 Page 2 of 2 Truss Label: 1E2 / RTT 05/08/2024 Special loads ----(Lumber Dur.Fac =1.60 I Plate Dur.Fac.=1.25) TC; From 38 plf at 0.00 to 38 plf at 16.00 TC; From 40 plf at 0.00 to 40 plf at 29.38 TC; From 36 plf at 16.00 to 36 plf at 29.38 BC; From 16 plf at 0.00 to 16 plf at 29.38 PLB; +1-625 lb Conc. Load at (18.04,20.77) PLB; +1-625 lb Conc. Load at (26.0420.77) PL- +1-2500 lb Conc. Load at (22.04,20.77)[0.0 deg} I No.0 72160 I WAI(NIN(j LAU AND I-OLLOVV ALL NU I tb UN I Nib DI<AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BiD, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingComponents Group Inc. shall not.be responsible for any deviation from this drawing, any.failure to build the AN ITW COMPANY truss in conformance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any srructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec. 2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; [CC: iccsafe.orp;AWC; awcrg_ Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520008 T325 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.37348 Truss Label: 1E3 / RU 05/08/2024 62" 1134 16' 1808 2208 2608 2948 62 514 4812 208 4' 4' 34" 14" 1113X6 M I T 2948 62' 62" Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h12 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5287 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5287 180.00 TC 0.00 29.37 5287 179.98 BC 0.00 29.38 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 514 454 2'4" 1 4_' ' I 1134 1588 1808 2208 2608 2948 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or "PLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.006 D 999 240 Loc R+ R- I i Rh /Rw /U IRL Lu: NA Cs: NA VERT(CL): 0.014 C 999 180 AR-147 I- I- /210 /92 /18 Snow Duration: NA HORZ(LL): -0.023 M - - AK* 121 I- I- /86 /5 /- -IORZ(TL): 0.026 M - - AR /-633 Building Code: Creep Factor: 2.0 AW /431 CBC 2022 Max TC CSI: 0.200 AN /-129 TPI Std: 2014 Max BC CSI: 0.170 AK /-197 Rep Fac: Varies by Ld Case Max Web CSI: 0.758 AG /-224 Y /385 FT/RT:8(0)I10(0) Wind reactions based on MWFRS Plate Type(s): AR Brg Wid = 136 Min Req = - WAVE VIEW Ver: 23.01 .02.0731.17 AK Brg Wid = 216 Min Req = - Wind Bearings AR & AK are a rigid surface. Wind loads based on MWFRS with additional C&C M embers not listed have forces less than 375# member design Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A - E 1226 1273 0 - R 780 -778 E - l 1032-1070 R-U 615 -605 Gable Studs I - M 830 -855 U - X 560 -553 Gable studs (dashed members) may be installed at 16" L -0 516 -526 oc with Wave plates. In lieu of plates use (3)16 ga. 112" x 1.75" wire staples (0.064 Dia.) Toe nailed Maximum Bot Chord Forces Per Ply (lbs) through chord into web & web into chord on one face Chords Tens.Comp Chords Tens Comp. for a total of (6) staples per connection. AR-AP 474 -472 AH-AG 547 -526 AP-AO 1104-1102 AG-AD 541 -518 AO-AK 820 -794 AD-AA 725 -713 AK-AH 641 -622 AA- V 573 -572 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-AR 640 -729 L-AG 940 -976 A-AO 1227-1209 AG-0 257 -376 AO-E 779 -923 0-AD 681 -712 E-AK 1145-1158 AD-U 739 -760 AK-I 659 -778 U-,kA 288 -400 No. C72160 J 11 AK-L 563 -574 AA-X 712 -713 I - L 925 -933 X - V 393 -425 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AP-AU 108 -453 VVMNNINU ,t/U P,NL) i-ULLUVV ALL NU i CO, WUNI rho, L)F1P,VVINUI Inland Empire Truss • *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f 'r safety practices prior to performing these functions. Installers shall provide temporary. 951300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections 83, B7, or B1O, as applicable Aoply plates to each face of iruss and position as 4ti' shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnsCOMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paoe listing this drawina' indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 22278 I GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520008 T325 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.150837348 Page 2 of 2 Truss Label: 1E3 / RTT 05/08/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. T. T4'4 No. C 72160 OF WANNIN5 l- <bAUANUbOLLUWALLNOIESUN IHISL)F'tAWlNG! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing instaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITWF Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sFructure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC iccsafe org; AWC: awc org Glenview, IL 60025 - - Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520009 T500 AVIARA WEST APARTMENTS DrwNo: 129 24.1508.33696 Truss Label: 1FA / RTT 05/08/2024 1'11"1 611 101015 1492 195" 2463 281" 3010' 1'11"i 416 4913 3103 4714 513 3613 29" 1114X6 F 1114X6 5X6 04X4 03X6 3X8 III4X6 32108 1'62 465 4913 3103 47 5" 14 513 3613 29" 1642 611 101015 1492 19 - 2463 28,T 1 ..3 81' 3010" 32'lO'8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Winc: Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.135 Q 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.316 Q 999 180 U 1530 I- I- /883 I- /44 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.040 B - - K 1537 I- I- /891 1- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL) 0.094 B - - Wind reactions based on MWFRS Mean Height: 24.62 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 U Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.457 K Erg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.678 Bearing K is a rigid surface. Bearing U Fcperp = 625psi. Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.828 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 77 -592 F-G 320 -2163 Lumber B-C 301 -2231 G-H 291 -2293 Top chord 2x4 DF-L #2(g) C - D 405 -3253 H - I 225 -1979 Bot chord 2x4 DF-L #2(g) D - E 373 -2881 1 -1 108 -1040 Webs 2x4 DF-L Standard(g) E - F 322 -2152 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using T - S 632 -56 P-0 2657 -274 NDS/TPI reduction factors. S - R 2326 -280 0- N 2150 -212 All plates are 3X4 except as noted. R - Q 3309 -378 N - M 1893 -197 Q - P 2657 -274 M-L 1211 -130 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load A-U 173-1527 Q - E 632 -50 along Bottom Chord, nonconcurrent with design gravity loads. A - T 1404 -152 E-0 155 -979 S10, T-B 179-1245 F-O 948 -102 Purlins B - S 2037 -264 H - M 86 -560 898 -85 In lieu of structural panels use purlins to brace all flat - S-C 213 1195 M - l TC @ 24" oc. C-R 1174 -112 l-L 183 -1475 R-D 111 -658 L - J 1805 -189 Wind D-Q 136 -827 J-K 173 -1511 Wind loads based on MWFRS with additional C&C No. C 72160 member design. End verticals not exposed to wind pressure. * Wind loading based on both gable and hip roof types. AL" OFCAOIF I 'WAKNINL E</kL) ANL) I-ULWVV ALL NU I b. UN i Hlj Ui'<AVVIN(d! intend Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatino handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) f'r safety practices Driorto performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly attacheo rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins"alled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Jont Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buibdino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnsscneum itruss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 II lll4X6 H Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL' 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height' 24.23 ft NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24,0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi' 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 CF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC © 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types Ply. 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520009 T501 AVIARA WEST APARTMENTS DrwNo: 129,24.1508.30597 Truss Label: 1FB I RTT 05/08/2024 31111 54 121015 14'10"7 195" 23913 2861 3010" 32108 31111 1'4" 7615 1'11" 469 4413 484 2315 208 4X6 \\\4X6 4X4 4X6 3X10 3X8 1114X6 32108 A 3612 194 41115 468 469 4413 484 447 3612 54" 10315 14107 195" 23913 2861 32108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 Loc R+ I R- / Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL)' 0.493 F 799 180 W 1532 I- I- /884 I- /44 Snow Duration. NA HORZ(LL). 0.060 B - - N 1539 I- I- /890 I- I- NORZ(TL): 0.140 B - - Wind reactions based on MWFRS Building Code Creep Factor 2.0 W Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TIC CSI: 0.859 N Big Wid = 4.0 Min Req = 1.6 (Truss) TPI Std' 2014 Max BC CSI: 0.662 Bearing N is a rigid surface. Bearing W Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.791 Members not listed have forces less than 375# FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver: 23.01.02.0731.17 A-B 150-1196 G-H 301 -2' B-C 251 -1764 H - I 299 -2'- C - F 248 -1745 I - J 274 -2312 D-E 99-1292 J-K 194 -1964 E - F 102 -1204 K-L 203 -2103 F-G 328-2772 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. V-U 1147 -97 R-Q 2716 -253 U-T 1836 -198 Q-P 2148 -186 T-S 2995 -284 P-0 1902 -176 S - R 2716 -253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 172-1511 E-S 59 -433 A-V V-13 1482 -144 115 -937 S-G G-Q 416 0 157 -1080 No. C 72160 B-U U-U D-T C-D 1502 -212 240-1361 1190 -84 192 -638 H-O J - O O-L L-N 1053 -112 111 -653 1927 -171 160 -1505 CIVIII OF VVANNINL NJkU ANU ULLL)VV ALL NU i Lb UN i r1lb UE<AVViN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin,g, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) nor safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiG as applicable Aoply plates to each face of'truss and position as 14964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...Pi NJ E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineeing responsibility solely nor the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building'Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust R 6852 JRef: 1XZ068520009 T502 AVIARA WEST APARTMENTS DrwNo: 12924.1508.43876 Truss Label: 1FC / RTT 05/08/2024 51111 938 141015 195" 23913 2861 3010" 321 51111 3313 576 461 4413 484 2315 20' 12 1/ Ill 11106 1.5X3 5X3 t 0 T 5~4XI3 A II \\\4X6 4X4 4X6 3X10 3X8 4X6 A 54" 41115 468 32108 469 4413 A 484 54" 10315 14107 195" 23913 2861 32108 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.110 D 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.250 D 999 180 W 1528 I- I- /886 I- /44 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.031 0 - - 0 1534 I- I- /889 I- I- EXP: C Kzt: NA Des Ld: 46.00 :-toRz(TL): 0.072 0 - - Wind reactions based on MWFRS Mean Height: 24.23 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.635 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCC'L' 4 8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.642 Bearing 0 is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.780 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-C 200-1572 G-H 353 -2614 Lumber B-E 212-1442 H - I 327 -2135 Top chord 2x4 DF-L #2(g) C-D 211 -1427 l-J 320 -2134 T3 2x4 DF-L #1&Bet.(g); D - G 208 -1414 J - K 278 -2300 Bot chord 2x4 DF-L #2(g) E - F 175 -1324 K - L 197 -1957 Webs 2x4 DF-L Standard(g) F - G 195 -1390 L - M 206 -2095 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using V - U 1459 -126 S - R 2652 -295 NDS/TPI reduction factors. U - T 2753 -320 R -0 2136 -195 All plates are 3X4 except as noted. T - S 2652 -295 Q - P 1895 -179 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A - W 179 -1491 H - R 158 -995 along Bottom Chord, nonconcurrent with design A - V 1621 -149 I - R 982 102 gravity loads. OFESS V - B 131 -709 K - P 113 -651 B-U 1359 -195 P-M 1920 -174 Purlins D-E 127 -401 M-0 162 -1499 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C \No. C 7216 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. CIVIL. In lieu of rigid sheathing laterally brace lower TC with F CAL% purlins at 24" OC. VeMrcphlrlU" rccfrL, /iNL) i-tJLLcJVV P,LL INIU U tO lJiN i rhO UP(P,VVIiNi.,! I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8'SBCA) f6'r sarety practices prior to performing these functions. Installers shall provide temporary Ferris GA 92571 (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly _permanent attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing inslalled the CLR B3, B7, B1O, Aeply to face truss on per sections or as applicable plates each of and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer to General plate positions. job's INotes page for additional information. 4 L...PI ri E lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the Itruss in conformance with ANSI/WI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing, or cover paae Ilisting this drawing indicates acceptance of professional enatneering responsibility solelylor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - - Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 1471 -127 U-T 2637 -299 W-V 2471 -270 T-S 2152 -207 V-U 2637 -299 S-R 1909 -181 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 177-1505 l-T 146 -931 A-X 1642 -154 K-T 922 -102 X-C 134 -724 M-R 113 -657 C-W 1110 -154 R-O 1936 -175 G-H 127 -378 0-0 163 -1509 Ply 1 Job Number: R3444WDV Cust; R 6852 JRef 1 XZ068520009 T503 AVIARA WEST APARTMENTS DrwNo: 129.24 1508.39182 Truss Label: 1FD / RTT 05/08/2024 16'1 11 578 727 1264 1410"1 195' 23913 2861 3010" 321 578 1615 5313 243 335 4413 484 2315 20' 12 11106 4 c" i11 18x3 K \\\09 4X4 46 3X1O 3X1O m4X6 32108 5'4" 4' 54" Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure. Closed BCDL. 8.00 Risk Category: II EXP: C Kzt: NA Des Ld- 46.00 Mean Height: 24.23 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 It Loc. from endwall. Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC, 1115 468 469 4413 )'3"15 14107 195" 23913 2861 32108 Snow Criteria (Pg,Pf in PSF) DefUCSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.129 G 999 240 Loc R+ R- Rh /Rw /U /RL / / Lu: NA Cs: NA VERT(CL): 0.303 G 999 180 'f 1544 /- I- /886 I- /44 Snow Duration: NA HORZ(LL): 0.042 B - - 0 1544 I- I- /888 I- I- HORZ(TL): 0.098 B - - Wind reactions based on MWFRS Building Code: Creep Factor 2.0 Y Brg Wid = 5.5 Min Reg = 1.6 (Truss) CBC 2022 Max TC CSI: 0.609 Q Brg Wid = 4.0 Mm Reg = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.640 Bearing Q is a rigid surface. Bearing Y Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.787 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr- WAVE VIEW Ver: 23.01.02.0731 17 - A-B 201 -1590 H - I 177 -1 B - E 240-1530 l - J 140 -f C - D 157-1110 J - K 335 -2128 0-F 161 -1167 K-L 335 -2160 E-G 231 -1448 L-M 280 -2319 F-H 212-1368 M-N 198 -1972 G-J 226-1432 N-0 207 -2109 oFESSio No. C 72160 WARNINt3 REAL) AND FOLLOW ALL NO I ES ON ItIIS DKAWIN(3I Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssrrwcsepunr I truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown The suitability and use of this 155 Harlem Ave drawing for any stiucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2 North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orgAWC:awc.og Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T506 AVIARA WEST APARTMENTS . DrwNo: 129.24.1508.36928 Truss Label: lEE I RU 05/08/2024 I I1i IL H h1 578 5303 888 127 14'107 578 '11 Ti 11 05 3215 111" 54X6 12 1111.5X3 4 t IiI1.5X3 C 23913 2861 3010' 3210 4413 484 2315 208 IlI4X6 M 05 12 1.5X4 IiI4X6 91 5X6 b 71 _ y5X6 4X6 -. 4X6 3X10 3X10 4X6 32108 54" 41115 468 4413 484 447 54" 10315 14107 23913 2861 32108 I 1628 1 3012 I 1374 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.152 H 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.353 H 999 180 AA 1528 I- I- /886 I- /42 BCDL: 8.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0.053 C - - S 1534 I- I- /889 I- I- EXP: C Kzt: NA Des Ld: 46.00 1ORZ(TL): 0.124 C - - Wind reactions based on MWFRS Mean Height: 24.23 It TCDL- 108 psf Building Code: Creep Factor: 2.0 AA Brg Wid = 5.5 Mm Req = 1.6 (Truss) NCBCLL: 10.00 CBC 2022 Max TC CSI: 0.645 S Erg Wid = 4.0 Mm Req = 1.6 (Truss) Soffit: 2.00 BCDL- 48 psf Bearing S is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.627 Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.781 Bearing AA Fcperp = 625psi. Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - C 188 -1566 I - J 39 -694 Lumber In lieu of rigid sheathing laterally brace lower TC with B-E 169-1519 J - L 77 -895 Top chord 2x4 DF-L #2(g) purlins at 24" OC. C - D 204 -1410 K - L 276 -1485 T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) D - H 197 -1388 L - M 274 -2032 Webs 2x4 DF-L Standard(g) E - F 134 -1393 M - N 280 -2141 F-G 114-1308 N-0 256 -2298 Lumber shall be dried to a maximum moisture content G - I 68 -1037 0- P 182 -1958 of 19% prior to installation H-K 269-1594 P-Q 190 -2094 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDSITPI reduction factors Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. Z - Y 1484 -171 W - V 2476 -192 (**) 1 plate(s) require special positioning. Refer to Y - X 2826 -285 V - U 2131 -169 scaled plate plot details for special positioning X - W 2476 192 U - T 1896 164 requirements. Loading Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. A-Z 1613 -136 I-V 130 -739 A-AA 169-1487 X-1 447 -35 Truss checked for 250# movable concentrated load T. TAkQ \\ B - Y 1408 -150 M - V 757 -63 along Bottom Chord, nonconcurrent with design Z-B 126 -714 J - K 674 -112 gravity loads. D-E 120 -435 O-T 107 -652 Purlins F-X 127 -489 T-Q 1922 -158 In lieu of structural panels use purlins to brace all flat No. C 72160 G-H 149 -650 Q-S 152 -1499 TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OF /U/2O Wind loading based on both gable and hip roof types. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI and'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous ateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General AL Notes page for additional information.PINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professionI enaineering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 4X6\\\4X6 4X4 mH0308 m3X8 3X10 5X6 32108 II 1114X6 H Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.49 ft TCDL: 10.8 psf BCDL: 48 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std 2014 Rep Fac: Varies by Ld Case FT/RT8(0)I10(0) Plate Type(s): Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL. 0.00 BCDL: 8.00 Des Ld: 4600 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Ply. 1 Job Number: R3444W_DV Cust R6852 JRef 1XZ068520009 1505 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.43483 Truss Label: 1FF / RTT 05/08/2024 13911 2104 3103 9415 1011 7 186" 221013 2739 3010" 3103 5612 1'6" 485 4413 4412 3'6'7 3612 8" 5111 4412 463 47" 441 2 5615 3612 4'"4 9415 13911 F. 221013 2739 32108 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.141 F 999 240 Loc R+ I R- / Rh / Rw /U / RL VERT(CL). 0.330 F 999 180 W 1534 I- I- /887 I- /47 HORZ(LL): 0.044 B - - N 1541 I- I- /891 I- I- HORZ(TL): 0.103 B - - Wind reactions based on MWFRS Creep Factor: 2.0 W Brg Wid = 5.5 Min Req = 1.6 (Truss) Max TC CSI: 0.510 N Brg Wid = 40 Min Req = 1.6 (Truss) Max BC CS 0.640 Bearing N is a rigid surface. Bearing W Fcperp = 625p5i. Max Web CSI 0.811 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 A-B 142-1176 G-H 300 -2( B-C 211 -1473 H - I 299 -2L. C-F 199 -1428 l - J 282 -2307 D-E 127 -1447 J - K 216 -2123 E-F 128-1363 K-L 230 -2274 F-G 317-2636 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 1131 -90 R-Q 2495 -218 U-T 1490 -145 Q-P 2137 -180 T - S 2823 -262 P-0 2020 -186 S - R 2495 -218 * Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 166-1522 E-S 73 -466 A-V 1489 -139 S-G 450 -5 ESSI V-B 92 -918 G-Q 129 -863 T. B-U 1611 -234 H - Q 972 -104 U-D 287 -1618 J-0 105 -527 D-T 1377 -117 O-L 1986 -170 C-D 216 -750 L-N 165 -1500 No. C 72160 9 CALW9 "WAKNIN5" -(tAD AND F-OLLOW ALL NO I 1=6 ON 11-1116 Ln-(AvViNO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"called on the CLR per BCSI sections B3, B7, or BiD as applicable Apply plates to each face of 'truss and position as 1.416111161 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General 4 i.....Pi ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ervrCOMPANY I truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawinq or cover pae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili , and use of is North Building, 4th Floor drawing for any sfiucture is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)/10(0) Plate Type(s): DeflICSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.393 I 999 240 VERT(CL): 0.912 I 432 180 HORZ(LL): 0.109 B - - HORZ(TL): 0.253 B - - Creep Factor: 2.0 Max TIC CSI: 0.712 Max BC CSI: 0.943 Max Web CSI: 0.960 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520009 T504 - AVIARA WEST APARTMENTS DrwNo: 129.24.1508.37915 Truss Label: 1FG I RTT 05/08/2024 110' 0117 9118 1494 196" 21412 25412 29412 32108 110" 5311 1'01 4912 4812 1'10"2 4' 4' 3512 4\48c a/ I n3X4 04 M DZ T 5 IN III 3X4 05X6 1114X6 6X16 n8X12 4X4 6X10 5X6 1113X6 It4X4 I114X6 32'108 1612 112 6312 4912 47" 2'08I ' 4' 3512 1612 7"12 9118 1494 1944 2l'4"1 25412 29412 32108 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: Il EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24,55 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. In lieu of rigid sheathing laterally brace lower TIC with purlins at 24" OC. VIEW Ver: 23.01.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ IR- IRh IRw /U IRL W 1527 I- 1- /890 I- /136 N 1521 I- I- /884 I- Wind reactions reactions based on MWFRS W Brg Wid = 5.5 Min Req = 1.6 (Truss) N Brg Wid = 4.0 Min Req = 1.6 (Truss) Bearing N is a rigid surface. Bearing W Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 -534 F-G 292 -2573 B-C 171-1480 H-J 868 -5687 C-E 168-1429 J-K 614 -3964 D-E 136-1677 K-L 622 -3963 E - F 286 -2970 L - M 296 -1870 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-u 578 -244 R-O 6715 -1038 U - T 1608 -356 0 - P 5497 -870 T - S 3000 -468 P-0 2038 -332 S-R 6664-1030 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 151-1507 S-H 704 -4676 A - V 1372 -129 G - H 449 -2978 V-B 123-1272 H-Q 204 -1436 B-u 1722 -182 Q-J 1064 -117 U-D 211 -1415 J - P 271 -1746 D-T 1417 -110 P - L 2251 -350 C-D 131 -457 L-O 274 -1411 F-S 108 -788 O-M 2363 -378 S-G 2322 -286 M-N 258 -1496 I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Informa:ion by TPI an8SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing er BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown forermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled cn the CLR per CSI sections B3, B7, or B1O, as applicable Apply plates to each face of iruss and position as 14964, (shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. IAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rr~ COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any sEr'ucture is the responsibility of the BuildingiJesigner per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s) Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL). 0.820 I 481 240 VERT(CL): 1.045 I 377 180 HORZ(LL): 0.231 I - - HORZ(TL): 0.295 I - - Creep Factor: 2.0 Max TIC CSI: 0.663 Max BC CSI' 0.833 Max Web CSI: 0.963 Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520009 T507 AVIARA WEST APARTMENTS DrwNo 12924 1508.30182 Truss Label: 1FH / RTT 05/08/2024 I ' 2 Complete Trusses Required 2211 9315 1494 196" 21412 25212 29412 32106 2211 5'B'0 556 4812 110/2 611" 47 3512 111.5X3 12 G 05 12 °II13 F ' l2 1-2 T s 1113X8 1494 496 10X16 i2Xi6 3X6 3X6 6X10 IIIH0310 III 5X3 161 6312 4912 47" 209 11512 191 9119 1464 1944 I 21415 32108 1178 7612 788 1 3522 '-H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II EXP: C Kzt' NA Des Ld: 46.00 Mean Height. 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi 2x6 DF-L #2(g); 82 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W1 1,W17, W19 2x4 DF-L #2(g); W16 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0. 131 'x3", mm. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 1 Row @ 8.25" o.c Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. VIEW Ver. 23.01.02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw /U /RL W 2644 I- /2500 /890 /816 /1885 N 5405 /-2363 /- /2951 /2907 /- Wind reactions based on MWFRS W Brg Wid = 5.5 Min Req = 1.5 (Truss) N Brg Wid = 4.0 Min Req = 2.9 (Truss) Bearing N is a rigid surface. Bearing I/V Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con A-B 191 -607 F-G 1250 -21 B-C 420-1298 H-J 4799 -9= C - E 409-1269 J - K 5013 -8827 D-E 764-1892 K-L 4949 -8696 E-F 1146-3059 L-M 2093 -3788 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1251 -1248 S-R 9934 -4734 V-U 1549 -891 R-Q 9993 -4764 U-T 1878 -821 0-P 9250 -4734 T-S 3066 P-0 4237 -2348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 412 -1316 J-Y 384 -1455 A-V 1227 -391 Y-Z 478 -1530 V-B 343-1053 Z-P 196 -1117 B - U 1476 -486 Z -AA 355 -402 U - D 467 -1321 K -AA 2220 -2522 D-T 1692 -690 P-AB 4636 -2641 F-S 53 -442 AA-P 1680 -1940 S - G 3032 -1338 AB-AC 5190 -3030 S-H 3807-7650 AC-L 5313 -3101 G - H 1490 -3543 L -AD 1513 -2695 H-R 224 -400 AD-0 1531 -2727 H-Q 104 -780 0-M 4688 -2592 Q-X 810 -155 M-N 1457 -2683 X-J 932 -259 "VVAKNINW -<EAL) AND IOLLOW ALL NO I tb ON I Hlb Dt'<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handliqg, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, tor safety practices prior to performing these functions, Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 83, 87, or 810 as applicable Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover pane listing this drawing indicates acceptance of professional enaineeing responsibility solely-tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 SEQN: 23208 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1XZ068520009 T507 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129 24.1508.30182 Page 2 of 2 Truss Label: 1 FH / RU 05/08/2024 Special loads -----(Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 p11 at 2.22 TC: From 40 p11 at 000 to 40 p11 at 32.88 TC: From 36 p11 at 2.22 to 36 p11 at 9.33 TC: From 38 p11 at 9.33 to 38 p11 at 19.50 TC: From 36 p11 at 19.50 to 36 p11 at 32.88 BC: From 16 p11 at 0.00 to 16 p11 at 32.88 PLB: +/-625 lb Conc. Load at (21.54,20.77) PL - +/-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +1-625 lb Conc. Load at (29.65,21.12) WARNIN& KAD AND I-OLLOW ALL NO I I.S ON I HIS DI<AWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locat ons shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with - diagonal bracing installed on the CLR per BCSI sections B3, 87, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BLildingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the A—COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paqe listing this drawinq, indicates acceptance of professional enaineering responsibility solelyior the design shown. The suitability and use of This HarlemAve drawing for any sfructure is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520009 T508 AVIARA WEST APARTMENTS DrwNo: 129.24.150839379 Truss Label: 1FJ / RU 05/08/2024 'c 2 Complete Trusses Required t %4X6 %4X6 1h c D5 '12 I F C)) _rIT Xr 7&8 I S6"12 —4 Snow Criteria lPg,Pf in PSFl Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pf: NA Ce: NA VERT(LL): 0.572 P 689 240 Lu: NA Cs: NA VERT(CL): 0.729 P 540 180 Snow Duration: NA HORZ(LL): 0.164 B - - HORZ(TL). 0.209 B - - Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height 24.55 ft NCBCLL 0.00 TCDL 108 psf Soffit 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 010 h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T6 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1 2x6 DF-L#2(g); B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W 1 4,W 1 5,W2 1, W23 2x4 DF-L #2(g); W20 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.665 TPI Std: 2014 Max BC CSI: 0.683 Rep Fac: Varies by Ld Case Max Web CSI: 0.900 FT/RT:8(0)/10(0) Plate Type(s): _____ VIEW Ver: 23.01 .02.0 WAVE, b-IS Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors All plates are 1.5X3 except as noted. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL AD 2644 I- /2500 /892 /815 /1885 T 5405 /-2362 /- /2952 /2906 /- Wind reactions based on MWFRS AD Brg Wid = 5.5 Min Req = 1.5 (Truss) T Brg Wid = 4.0 Min Req = 2.9 (Truss) Bearing T is a rigid surface. Bearing AD Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con 731.17 A-B 370-1138 I - K 596 - B-C 587-1703 J - K 598 -1.. C-F 582-1682 K-M 808 -1703 D-E 738 -1644 L-N 3755 -7172 E-G 644-1292 N-0 4470 -8749 F-J 644-1916 O-Q 5010 -8823 G-H 821-1022 Q-R 4949 -8697 H - I 559 -160 R-S 2092 -3788 Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 8.25' o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types per Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. :~,~ N;~LEE~_ No. 0 jr C 72160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AD-AC 1253-1246 Y-X 5516 -2734 AC-AB 1749 -852 X - W 5563 -2757 AB-AA 2015 -785 W-V 9195 -4709 AA- Z 3231 -1286 V - U 4238 -2348 Z-Y 3231 -1286 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 416-1314 W-AE 1373 -2568 A -AC 1377 -455 AE- 0 1376 -2587 AC-B 294 -810 0-AF 378 -1417 B -AB 1326 -493 AF-AG 473 -1498 AB-D 475-1222 AG-V 191 -1087 D -AA 1466 -679 AG-AH 356 -401 E-F 217 -818 Q-AH 2220 -2532 G-Y 94 -627 V-Al 4633 -2640 Y-H 2500-1113 AH-V 1679 -1940 Y - L 1861 -3522 AI-AJ 5191 -3029 N-L 810 -1711 AJ-R 5315 -3101 l - J 723 -287 R-AK 1512 -2695 L-M 3237-1595 AK-U 1531 -2727 L-W 4161 -2221 U-S 4688 -2592 Inland Empire Truss 276 West Rider St of BCSI (Building PerrisCA 92571 ovide temporary (951)300-1758 III have a properly nstalled with id position as tr to job's General I_RI r..J F aivision of drawing for any structure is the responsibi For more information see these web sites: not be responsible for any deviation from this drawing, any failure to build the ALPINE - -- g installation and bracina of trusses. A seal on this drawing or cover paae ehng responsibility solely lor the design shown. The suitability and use of this 155 Harlem Ave tigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23214 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 1508 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.39379 Page 2 of 2 Truss Label: 1 FJ I RU 05/08/2024 M - N 1783 -3930 S - T 1457 -2684 Special loads -----(Lumber Dur.Fac.=1.601 Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 2.22 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 2.22 to 36 plf at 9.33 TC: From 38 plf at 9.33 to 38 plf at 19.50 TC: From 36 plf at 19.50 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +1-625 lb Conc. Load at (21.5420.77) PL- +/-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +/-625 lb Conc. Load .t (29.65,21 12) I-T. TA~q 216O ): OFCALAF rctMu frNL) r'JLLL)VV ALL I'LI I LZIUiN 11110 UPVVIi'4i.,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlirtg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) mr satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Loca:ions shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of iruss nd position as 1441 Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE J Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa'e 155 Harlem Ave listing this drawina indicates acceptance of professional enoineering responsibility solely -for the design shown. The suitabili and use of is drawing for any sf'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R : 6852 JRef: 1 XZ068520009 T509 AVIARA WEST APARTMENTS DrwNo 129 24150837802 Truss Label: 1FK / RTT 05/08/2024 9015 ,j13 21 14 5 618 pll 1 13615 14''4 17412 2110" 25312 29412 10 328 618 43 46 1'2' 15" 24" 3512 41" 3512 14X4 --3X4 8 C D F GH KL 5 1_2 4X6 I 12 LWO. ABAZYXWV1U A;c 013X6 \04X6 4X6 H0308 4X10 8X10 m4X6 6X10 5X6 11i3X6 4X6 ni4X4(**) 5X6 32106 618 62" 514 1'11" 41" 3512 618 1238 17412 1944 311"12 253 9412 2 32108 208 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce' NA VERT(LL): 0.244 Q 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.549 Q 718 180 AD 1526 I- I- /485 /68 /89 BCDL: 8.00 Risk Category: 11 Snow Duration' NA HORZ(LL): 0.078 C - - U 1517 /- I- /167 /37 I- EXP: C Kzt: NA Des Ld. 46.00 HORZ(TL): 0.179 C - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Req = 1.6 (Truss) TCDL: 108 psf Soffit: 2.00 BCDL' 48 psf CBC 2022 Max TC CSI: 0.885 U Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI' 0.732 Bearing U is a rigid surface. Bearing AD Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.29 ft Rep Fac' Varies by Ld Case Max Web CSI: 0.669 Members not listed have forces less than 375# Loc from endwall: Any FT/RT.8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con-- Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731 17 Lumber Purlins A - C 380-1634 J - K 443 -1 B-E 286-1411 K-L 550 -Z--- Top chord 2x4 DF-L #2(g) Ti, In lieu of structural panels use purlins to brace all flat C - D 388 -1472 L - N 338 -1436 T6 2x4 DF-L #1&Bet.(g), TIC @ 24' oc. D - H 385 -1461 M-0 1009 -4051 Bot chord 2x4 DF-L #1&Bet.(g) E - F 259 -1324 0- P 1280 -5211 Webs 2x4 DF-L Standard(g) W 1 3,W 1 4,W20, Wind F - G 183 -1136 P - R 981 -3948 W22 2x4 DF-L #2(g); Wind loads based on MWFRS with additional C&C G - I 75 -827 R - S 988 -3947 Lumber shall be dried to a maximum moisture content member design. H - J 465 -1674 S - T 474 -1864 of 19% prior to installation. End verticals not exposed to wind pressure. I - K 159 -1030 Bracing Wind loading based on both gable and hip roof types. (a) Continuous lateral restraint equally spaced on Ply (Ibs) Maximum Bot Chord Forces Per member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AC-AB 1526 -477 Y - X 3652 -916 AB-AA 2738 -728 X - W 5487 -1371 Connectors in green lumber (g) designed using AA- Z 2738 -728 W - V 2031 -522 NDS/TPI reduction factors. Z - Y 3624 -909 All plates are 1.5X3 except as noted (**) 2 plate(s) require special positioning. Refer to Maximum Web Forces Per Ply (Ibs) scaled plate plot details for special positioning requirements. / \ Webs Tens.Comp Webs Tens. Comp. T. J TAj1,, A-AD 308-1484 M-N 2705 -717 Loading A-AC 1646 -337 M-X 2186 -535 Bottom chord checked for 10.00 psf non-concurrent AC-B 157 -658 N-O 660 -2826 live load. B-AB 1279 -254 X-P 359 -1395 Truss checked for 300# movable concentrated load F-Z 175 -508 P-W 424 -1753 along Top Chord, nonconcurrent with design gravity No. C 72160 G-H 252 -822 R-W 92 -416 loads. l - J 664 -221 W-S 2239 -557 Truss checked for 250# movable concentrated load Z-L 1462 -366 S-V 377 -1410 along Bottom Chord, nonconcurrent with design Z-M 419-1715 V-T 2356 -603 gravity loads. L - M 486 -1920 T - U 390 -1492 In lieu of rigid sheathing laterally brace lower TICwith OF CAUV: purlins at 24" OC. 'VVMININU NEJL) P,NU i-ULLUVV ALL iNU i t UN i ilic, LJi'1PsVViINt, inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Penis CA 52571 Component Safety Information by TPI and fabricating, f'r safety practices prior to performing these functions. Installers shall provide temporary (551)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per _permanent sections B3, B7, or B1O, as applicable ADply plates to each face of'truss nd position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .. 1_RI rs.j E I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrvcoepusv I truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enainspring responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.corn; ICC: I csafe.org; AWC: awc.orq Glenview, IL 60025 93X6 ~5X6 11106 H0308 m4X10 8X10 4X6 =4X6 04)") 5X6 I It, I I R 6X10 5X6 10306 I No. C72160 I Ply: I Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520009 T510 AVIARA WEST APARTMENTS DrwNo: 129.24150833136 Truss Label: 1FL / RTT 05/08/2024 19,61, 01111 9015 15415 17'41 2110" 25312 29412 32108 51111 314 64" 1111I3 24' 3'5"12 41' Y512 N 32108 54" 6118 514 1'll"f 311" 41" 3512 54" 1238 17412 1944 25312 29412 32108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.333 H 999 240 Loc R+ / R- I Rh / Rw /U I RL AB 1529 1- 1- /892 I- /134 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.771 H 511 180 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.093 B - - R 1521 I- 1- /882 I- I- Des Ld' 46.00 EXP: C Kzt: NA '-IORZ(TL): 0.216 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 It Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Req = 1.6 (Truss) TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.960 R Brg Wid = 4.0 Mm Req = 1.6 (Truss) Soffit' 200 BCDL' 48 psf TPI Std: 2014 Max BC CSI: 0.735 Bearing R is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing AB Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac: Varies by Ld Case Max Web CSI: 0.685 Members not listed have forces less than 375# Loc., from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 198 -16,21 H-I 288 -2433 Wind Duration: 1.60 WAVE, I-IS Lumber Top chord 2x4 DF-L #1&Bet.(g) T2, T3 2x4 DF-L #2(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W12,W13,W19, W21 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. i'uriins In lieu of structural panels use purlins to brace all flat TC © 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. B-C 200-1267 I - K 186 -1497 C-E 205 -1463 J - L 614 -4095 D-F 192-1587 L-M 785 -5234 E-H 204-1459 M-0 605 -3961 F-G 155-1448 0-P 612 -3960 G-H 131 -1203 P-Q 292 -1869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA-Z 1479 -317 W-V 3665 -573 Z-Y 1513 -322 V-U 3693 -577 Y - X 2893 -463 U - T 5509 -854 X - W 2893 -463 T -5 2037 -328 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AB 177-1530 J - K 2937 -429 A-AA 1685 -149 J-U 2141 -320 C-D 481 0 K-L 420 -2786 D-Z 162 -689 U-M 249 -1382 D-Y 1444 -165 M-T 264 -1762 E-F 124 -470 0-T 98 -417 G-W 111 -628 T-P 2248 -344 W - l 1441 -177 P-S 272 -1414 W-J 254-1655 5-0 2363 -373 I-J 332-2133 Q - R 254 -1496 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! - Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si :russes require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 omponent Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions, Installers shall provide temporary (951)300-1758 racing per BCSI. Unless rotea otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly 9ttached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with tiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE (otes page for additional information. 51pine, a division of IT\N Buildina Components Group Inc. shall no be resDonsible for any deviation from this drawing, any failure to build the urrwcsu,e russ in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae isting this drawina indicates acceptance of professional enctineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave rawing for any sFr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor :or more information see these web sites: Aboine: aboineitw.com; TPI: toinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I: 1113X6 m6X1O 11106 4X4l**l 5X6 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T511 AVIARA WEST APARTMENTS DrwNo: 129 24.1508.31173 Truss Label: 1FM / RTT 05/08/2024 31111 511 12'3"8 13'"15 17412 196" 2110" 25312 29412 32108 31111 20' 6312 l'l'7 31113 214 24" 3512 41" 3512 M 32108 34" 2712 6312 514 1'ii"q 311" 41" 3512 34 51112 1238 17412 1944 25312 29412 32108 208 21'4"1 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.256 M 999 240 Loc R+ / R- I Rh I Rw /U I RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.595 M 663 180 AA 1527 I- I- /890 I- /134 BCDL: 8.00 Risk Category 1 Snow Duration: NA HORZ(LL): 0.076 B - - Q 1522 I- I- /884 I- I- Des Ld: 46.00 EXP: C Kzt: NA IORZ(TL): 0.175 B - - Wind reactions based on MWFRS NCBCLL. 10.00 Mean Height: 24.55 It Building Code Creep Factor: 2.0 AA Brg Wid = 5.5 Min Req = 1.6 (Truss) Soffit: 2.00 TCDL 108 psf BCDL 4.8 P5 CBC 2022 Max TO 051: 0.795 Q Brg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0.736 Bearing 0 is a rigid surface Bearing AA Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac: Varies by Ld Case Max Web CSI 0.880 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Purlins A-B 147-1205 H-J 176 -F B-C 253-1883 I - K 604 -4C-- Top chord 2x4 DF-L #1&Bet.(g) In lieu of structural panels use purlins to brace all flat C - F 255 -1882 K - L 775 -5234 T3 2x4 DF-L #2(g); TO @ 24" oc. D - E 74 -1257 L - N 599 -3905 Bot chord 2x4 DF-L #1&Bet.(g) E - F 18 -738 N-0 607 -3904 Webs 2x4 DF-L Standard(g) W8,W13,W14,W20, Wind F - G 234 -2432 0- P 290 -1871 W22 2x4 DF-L #2(g); Wind loads based on MWFRS with additional C&C G - H 282 -2529 Lumber shall be dried to a maximum moisture content member design. of 19% prior to installation. End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) Bracing Wind loading based on both gable and hip roof types. Chords Tens Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on Z - Y 1156 -295 V - U 3618 -880 member. Y-X 1926 -394 U-T 3647 -565 Plating Notes X-W 3085 -467 T-S 5515 -845 W - V 3085 -467 S - R 2039 -325 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens Comp Webs Tens. Comp. (**) 2 plate(s) require special positioning Refer to scaled plate plot details for special positioning A-AA 167 -1504 H - I 297 -2019 requirements. A - Z 1480 -138 I - J 2881 -405 Z-B 112 -946 I-T B-Y 1507 -191 J - K 2204 -324 Loading T. TAJV 421 -2846 Bottom chord checked for 10.00 psf non-concurrent - Y - D 219 -1269 T - L 251 -1423 live load. D-X 1180 -70 L-S 260 -1766 Truss checked for 300# movable concentrated load C - D 183 -617 N - S 99 -416 along Top Chord, nonconcurrent with design gravity II I No. C 72160 II E -AB 90 -727 S-0 2250 -340 loads. It I II AB-V 126 -909 0R 270 -1415 Truss checked for 250# movable concentrated load \\ *' '* II V - H 1671 -199 R - P 2365 -370 along Bottom Chord, nonconcurrent with design \ V -1 248 -1631 P -0 253 -1497 gravity loads. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" 00. WAl'(NIN.i NEAL) ANU WLLUW ALL NO i b1( ON i Hli L)I<AWiNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as 1.416111,11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 41 L._PI r...i E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawinq or cover paqe 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply; 1 Job Number: R3444W_DV Cust; R6852 JRef;1XZ068520009 T512 AVIARA WEST APARTMENTS I DrwNo; 129.24.1508.43958 Truss Label: IFN / RU 05/08/2024 111,111 51112 11415 17412 196 1 2110 1 25312 29412 32108 I 11111 401 553 51113 214 24 3512 41" 3512 M \\\6X8 \s6Xsr*) 12 I ) 05 8::4 4j 2 II13X6 \\\4X6 III4X6 H0308 4X10 8X10 4X6 6X10 5X6 III3X6 I1I4X6 5X6 m4X4() 5X6 32108 14" 4712 537 105 514 1118 311 I 41" 3512 l'4' 51112 1133 12'8 17412 1941 25312 29412 32108 208 21'4"1 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL; 18.00 Speed; 105 mph Pf; NA Ce; NA VERT(LL); 0.273 E 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs. NA VERT(CL) 0.633 E 623 180 AA 1526 I- I- /887 I- /134 BCDL; 8.00 Risk Category; 11 Snow Duration; NA HORZ(LL); 0.080 B - - 0 1523 I- I- /886 I- I- EXP; C Kzt; NA -IORZ(TL); 0.186 B - - Des Ld; 46.00 Wind reactions based on MWFRS Mean Height; 24.55 ft NCBCLL; 10.00 Building Code; Creep Factor; 2.0 AA Erg Wid = 5.5 Min Req = 1.6 (Truss) TCDL 108 psf Soffit; 2.00 CBC 2022 Max TC CSI: 0.648 0 Brg Wid = 4.0 Mm Req = 1.6 (Truss) BCDL 4 8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 TPI Std; 2014 Max BC CSI; 0.737 Bearing 0 is a rigid surface. Bearing AA Fcperp = 625p5i. Spacing; 24.0" C&C Dist a; 3.29 ft Rep Fac; Varies by Ld Case Max Web CSI; 0.879 Members not listed have forces less than 375# Loc. from endwall; Any FTIRT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi; 0.18 Plate Type(s); Chords Tens.Comp. Chords Tens. Comp. Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01.02.0731.17 A-B 72 -615 H-J 171 -1483 Lumber Purlins B - C 257 -2211 I - K 595 -4051 Top chord 2x4 DF-L #1&Bet.(g) In lieu of structural panels use purlins to brace all flat C - E 259 -2191 K - L 766 -5236 T3 2x4 DF-L #2(g); TC @24" oc. D - E 71 -1214 L - N 594 -3968 Bot chord 2x4 DF-L #1&Bet.(g) E - F 298 -3224 N-0 601 -3967 Webs 2x4 DF-L Standard(g) W6,W9,W13,W14,W20, Wind F - G 323 -3357 0- P 288 -1872 W22 2x4 DF-L #2(g); Wind loads based on MWFRS with additional C&C G - H 278 -2567 Lumber shall be dried to a maximum moisture content member design. of 19% prior to installation. End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (lbs) Bracing Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on Z - V 650 -250 V - U 3593 -550 member. V - X 2300 -431 U - T 3622 -555 X-W 3306 -489 T-S 5522 -836 Plating Notes W-V 3306 -489 S-R 2040 -323 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Webs Tens.Comp. Webs Tens Comp. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning A -AA 153 -1526 V-1 246 -1634 requirements. A-Z 1398 -132 H - I 281 -1925 T. c. Z-B 151 -1222 I-J 2820 -391 Loading B - V 2023 -220 I - T 2241 -325 Bottom chord checked for 10.00 psf non-concurrent Y-D 199-1226 J - K 420 -2886 live load. D-AB 1059 -59 T-L 251 -1447 Truss checked for 300# movable concentrated load No. C 72160 C-D 148 -531 L-S 256 -1769 along Top Chord, nonconcurrent with design gravity F-AB 54 -425 N-S 99 -416 loads. AB- X 964 -47 S-0 2252 -337 Truss checked for 250# movable concentrated load X-G 400 0 O-R 268 -1416 along Bottom Chord, nonconcurrent with design G-V 157-1177 R-P 2367 -367 ' gravity loads. OF V-H 1792 -209 P-Q 251 -1498 In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC 05 24 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face oftruss nd position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page to Job's General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping,, installation, and bracing of trusses. A seal on this rawina or cover pane 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this -Designer North Building, 4th Floor drawing for any sEr'ucture is the responsibility of the Building per ANSI/TPt 1 Sec.2. For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 1113X4 C5X6 11106 6X16 =8X12 4X4 -- 6X10 =5X6 1114X6 III4X6 I I I N III3X6 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T541 AVIARA WEST APARTMENTS DrwNo: 12924 150842719 Truss Label: 1FP / RTT 05/08/2024 371 lui L 9'O15 1494 196' 21412 25412 29412 32108 11111 553 4812 11012 4' 4' 3512 A 32108 1612 6312 4912 47" 208 4' 9118 1494 1944 21'4"l 25412 A 4' 3512 29412 32108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.391 I 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.907 I 435 180 W 1527 /- I- /890 I- /136 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.108 I - - N 1521 /- I- /884 I- EXPC Kzt:NA Des Ld. 46.00 ORZ(TL) 0.251 I - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 W Brg Wid = 5.5 Min Reg = 1.6 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL' 4 8 psf CBC 2022 Max TC CSI: 0.665 N Erg Wid = 4.0 Mm Req = 1.6 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.943 Bearing N is a rigid surface. Bearing W Fcperp = 625p5i Spacing: 24.0" C&C Dist a. 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.960 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver. 23.01.02.0731.17 Lumber Wind A-B 69 -584 F-G 292 -2 B-C 171-1465 H-J 868 -5L. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C C - E 169 -1425 J - K 615 -3964 Bot chord 2x4 DF-L #2(g) member design. D - E 135 -1670 K - L 622 -3963 B2 2x4 DF-L #1 &Bet.(g); End verticals not exposed to wind pressure. E - F 285 -2958 L - M 297 -1870 Webs 2x4 DF-L Standard(g) Wind loading based on both gable and hip roof types. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing V-U 621 -248 R-Q 6715 -1039 (a) Continuous lateral restraint equally spaced on U - T 1577 -352 Q - P 5497 -870 member. T-5 2994 -467 P-a 2038 -332 Plating Notes -R 6664-1030 S Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted, A-W 152-1509 S-H 704 -4674 Loading A-V 1374 -129 G-H 449 -2979 Bottom chord checked for 1000 psf non-concurrent live load. V - B 120 -1253 B - U 1696 -181 H -0 204 -1436 Q-J 1363 -117 Truss checked for 250# movable concentrated load T. U-D 213-1418 - T 1441 -113 J - P 271 -1746 D P - L 2251 -350 along Bottom Chord, nonconcurrent with design gravity loads. -. C-D 133 -466 L-O 274 -1411 F - 5 107 -779 0 - M 2363 -378 Purlins S-G 2317 -285 M-N 258 -1496 In lieu of structural panels use purlins to brace all flat No. C 760 TIC @ 24" oc. In lieu of rigid sheathing laterally brace lower TIC with purlins at 24" OC. OF cpaif 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI and fabricating, for safety practices prior to performing these functions. Installers shall provide of BCSI (Building temporary Perris CA 92571 (951)300-1758 bracing per BCSI. Unless noted o'therwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) diagonal bracing inslalled on the CLR BCSI sections B3, B7, or B1O as applicable Apply to each face oflruss and per plates installed with as position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the in ANSI/TPI truss conformance with 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability or cover paae and use of this 155 Harlem Ave North Building, 4th Floor drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2 For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 T. No. C 72160 Ply: 1 Job Number: R3444W_DV Cust; R6852 JRef;1XZ068520009 T542 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.35157 Truss Label: 1 F / RTT 05/08/2024 2110" 24" 31111 618 11015 1491 1853 19'f" 25412 29412 32108 31111 2'1"1 4117 382 382 1013 3612 4' 3512 \\\4X8 B AC AB m4X6 \04X6 IIl4X6 \\\5X8 3X4 0 X4'W17 95 12 m4X4 —_6X10 —_12X12I1108 6X10 m5X6 IIl3X6 5X6 32108 3612 2612 3q12 618 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCC'L 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1 &Bet.(g); Webs 2x4 DF-L Standard(g) W17 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. 62" 514 1119 4' 1238 17412 1944 25412 208 4' 3512 29412 32108 Snow Criteria (Pg,Pf in PSF) DefliCSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.304 F 999 240 Loc R+ / R- I Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.706 F 559 180 AD 1529 I- I- /891 I- /137 Snow Duration: NA HORZ(LL): 0.104 B - - U 1522 I- I- /883 I- I- HORZ(TL): 0.241 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max TC CSI: 0.850 U Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.744 Bearing U is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.960 Bearing AD Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. NAVE VIEW Ver: 23.01.02.0731.17 A-B 133-1193 J-K 860 -213 B-C 217-1844 K-M 578 -166 C-F 212 -1812 L-0 315 -1859 D-E 75-1251 M-0 411 -135 E-G 2 -907 N-P 709 -5322 F-H 280-2046 0-0 158 -1315 G-I 94 -498 P-R 551 -3973 H - L 323 -2030 R - S 558 -3973 I-J 137 -437 S-T 270 -1869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 1146 -286 Y-X 3555 -492 AB-AA 1943 -374 X - W 5460 -755 AA- Z 2929 -425 W - V 2037 -303 Z-Y 3527 -488 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 152 -1507 K-L 790 -125 A-AC 1479 -122 M-N 124 -757 AC-B 100 -941 N-X 2315 -313 B-AB 1423 -144 N-Q 2921 -379 AB-D 182 -1207 X-P 255 -1585 D -M 1006 -47 P -0 322 -2362 C-D 133 -504 P-W 213 -1692 E-F 169 -874 W-S 2263 -310 G-Z 172-1003 S-V 254 -1413 Z-J 2074 -255 V-T 2362 -344 Z - N 282 -2032 T - U 238 -1497 J-N 192-1540 VVMrUIrIua - NL) /,iNLJ rULLVVV /LL iNL) i 10 UiN i 1`11Z) 1JrcbkVViINr.,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless roted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to Jobs General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwcoepauv truss in conformance with ANSI P1 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional engteering responsibility solely-for the design shown. The suitabiIif' and use of This 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpirieitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 \\\5X8 4X4 0 - .-. - . .. - .' . U 5X6 4X6 6X10 12X12 lll4X8 6X10 5X6 11I3X6 m4X6 =5X6 32108 AD 1113X4 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1 XZ068520009 T543 AVIARA WEST APARTMENTS DrwNo: 129241508.32350 Truss Label: 1FR I RU 05/08/2024 9015 '0"4 1 2110" 2117 51111 '1"8 13015 1653 17'"1 196' 25412 29412 32108 51111 "13 4' 344 119 l'5' 2 3612 4' 3512 5612 2 6'2" 514 1'l1" 4' 4' 3512 5612 "8 1238 32 8 17412 1944 25412 29412 10 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1 &Bet.(g); Webs 2x4 DF-L Standard(g) W16 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL) 0.283 Q 999 240 Loc R+ I R- I Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.642 0 614 180 AD 1531 I- I- /893 I- /137 Snow Duration NA HORZ(LL): 0.090 B - - U 1522 I- I- /882 I- I- HORZ(TL): 0.210 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Req = 1.6 (Truss) CBC 2022 Max IC CSI: 0.870 U Brg Wid = 4.0 Min Req = 1.6 (Truss) TPI Std: 2014 Max BC CSI: 0.756 Bearing U is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.960 Bearing AD Fcperp = 625p5i. FIIRT:8(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con WAVE VIEW Ver: 23.01.02.0731.17 A-B 197-1618 J - L 60 -11 In lieu of rigid sheathing laterally brace lower TC with B - C 205 -1320 K - M 285 - 11— purlins at 24" OC. C - E 213-1469 M-N 133 -1276 D-F 141 -1531 N-Q 169 -1341 E - I 211-1463 0-P 747 -5338 F-G 119 -1439 P-R 573 -3973 G-H 92-1142 R-S 580 -3974 H - J 28 -820 S-T 279 -1870 I - K 288-1689 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AC-AB 1481 -327 Y-X 3703 -542 AB-AA 1506 -331 X-W 5462 -792 AA- Z 2845 -449 W - V 2038 -313 Z-Y 3677 -538 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AD 169-1536 N-0 118 -394 A-AC 1688 -153 O-X 2137 -297 C-D 466 0 O-Q 2892 -394 D-AB 129 -631 X-P 244 -1462 D -AA 1414 -122 P-Q 320 -2240 G-Z 151 -732 P-W 229 -1695 H - I 205 -846 W - S 2263 -324 J - K 600 -97 S-V 261 -1413 Z-L 1778 -224 V-T 2363 -355 Z-0 307-1947 T-U 244 -1497 L-O 272-1991 WAKNIN F4tAD AND hOLLOW ALL NO I 1=6 ON I hilS DF<AWINGl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) Tar safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have roperIv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover pace listing this drawina indicates acceptance of professional enaineering responsibility solely-or the design shown. The suitabiIi and use of ti- 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC. iccsafe.org; AWC: awc.org -- Glenview, IL 60025 Ply. 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T544 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.37045 Truss Label: iFS / RTT 05/08/2024 I " 2 Complete Trusses Required 3 H' 618 Pr11 131 3715 15'5'f 17472 2110 25312 29412 32108 6138 53 065 3615 95 H743 24 3512 43 3532 811 503 C Ill 5X3 IN l 5X3 1 05 12 10 ~5X 1-121 15.l t 11308 4X6 4X6 6X62 82Xl2 3X8 —306 6X10 118031 5X6 6X8 32'808 5II12 6T82 58*4 I'lI 815*12 511*92 123"8 174"82 194"4 32808 I 23614 37*5 86*32 I 218"4 7618 I 35*72 T ;T -T T 172 Snow Criteria (Pg,Pf irs PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.576 Q 685 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.734 0 537 180 AD 2644 I- /2500 /893 /815 /1885 Snow Duration: NA HORZ(LL): 0.155 C - - U 5405 /-2362 I- /2952 /2906 I- -IORZ(TL): 0.197 C - - Wind reactions based on MWFRS Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 It NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.29 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) 16 2x6 DF-L SS(g); Bot chord 200 DF-L #2(g) B 2x6 DF-L #2(g); B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W13,W20, W22 2x4 DF-L #2(g); W19 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.77 TPI Std: 2014 Max BC CSI: 0.679 Rep Fac: Varies by Ld Case Max Web CSI: 0.90 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0 Plating Notes Connectors in green lumber (9) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. /kL) erg vvio = bO Mm <eq = L (Truss) U Brg Wid = 40 Min Req = 2.9 (Truss) Bearing U is a rigid surface. Bearing AD Fcperp = 625p51. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 1731.17 Chords Tens.Comp. Chords Tens. Comp. A-C 516-1532 I - K 948 -1764 B-E 784-1749 J - K 487 -1446 C-D 478-1402 K-L 1379 -3030 D-H 477 -1395 L-N 768 -1695 E-F 775-1697 M-0 2405 -4751 F-G 932-1771 O-R 5020 -8846 G - l 866-1526 R-S 4960 -8724 H - J 517-1544 S-I 2091 -3784 Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 8.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between, rows and stagger nails in each row to avoid splitting. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonco.,current with design gravity loads. In lieu of rigid sheathing laterally brace lower IC with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AD-AC 1260 -1238 Z-Y 6221 -3689 AC-AB 1871 -811 Y-X 9122 -4648 AB-AA 3060 -1228 X - W 9087 -4642 AA-Z 3060-1228 W-V 4234 -2347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AD 419-1299 Y-O 2091 -3832 A-AC 1577 -543 P-AF 381 -1381 AC-B 275 -659 AF-AG 456 -1436 B-AB 1617 -730 AG-W 192 -1056 F-Z 138 -452 R-AH 2231 -2592 G - H 154 -571 W -Al 4647 -2644 l-J 627 -217 AH-W 1688 -1982 Z-L 2381 -1125 AI-AJ 5226 -3044 Z-M 2128-3986 AJ-S 5350 -3116 L-M 1182-2691 S-AK 1515 -2699 M-N 3557-1651 AK-V 1533 -2732 M - Y 2650 -1419 V -1 4683 -2590 N-0 1624-3568 1-U 1457 -2682 I vyrsj'irl l,Nu ruLLuvv MILL 'lU I co ui'l I fli LIr1J6V811N6.,1 Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme cars in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f8'r satety practices prior to performing these functions. Installers shall provide temporary 19511300-5758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing installed or the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paoe I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of 6-us 155 Harlem Ave I drawing for any sEructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 23361 / MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520009 T544 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.37045 Page 2 of 2 Truss Label: IFS / RTT 05/08/2024 Special loads (Lumber Dur Fac.=1 .60/Plate Dur.Fac.1 .25) TC: From 38 plf at 0.00 to 38 plf at 2.22 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 2.22 to 36 plf at 9.33 TC: From 38 plf at 9.33 to 38 plf at 19.50 TC: From 36 plf at 19.50t0 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Conc. Load at (21 .54,20.77) PL - +1-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +1-625 lb Conc. Load at (29.65,21.12) T. No. C 72160 CIVI OF V 05 24 NOTES ON THIS DRAWING! ONTRACTORS INCLUDING I t!Iina and bracina. Refer to an( of per lision of ITW Build ingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Formance with ANSI PI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page rawing, indicates acceptance of professional engf.neering responsibility solely-for the design shown. The suitability and use of this any structure is the responsibility of the BuildingiJesigner per ANSI/TRI 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN ITW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 T. No. C 72160 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520009 T545 AVIARA WEST APARTMENTS DrwNo: 129 24.1508.37126 Truss Label: 1FT I RTT 05/08/2024 I 2 Complete Trusses Required 573 105" 150'7 174'9 2110" 253'lZ 29412 3210'S 57'3 4513 4117 245 25'12 35'I2 41' 55'12 12 AM 1121 1511 AB ZB1 Y X VUB2 TA5 S i 4308 4X8 4X6 4X6 9Xl2 l2X2 usoxi 03X43uosj 04 (io 118035 4005 9'lZ 87'4 514 lll' 15512 410'S 5*4 723'S 174"I2 1944 32188 2484 I 378 i 7812 21'8"4 I 788 1 3572 —H Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.661 H 596 240 Loc R+ / R- / Rh / Rw /U I RL AB 2644 I- /2500 /891 /815 /1885 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.843 H 468 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.182 B - - R 5405 /-2362 I- /2952 /2906 I- Des Ld 46.00 EXP: C Kzt: NA HORZ(TL): 0.232 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.779 R Brg Wid = 4.0 Mm Req = 2.9 (Truss) BCC-L: 48 psf TPI Std: 2014 Max BC CSI: 0.679 Bearing R isa rigid surface. Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 Bearing AB Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.905 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - R 4915-1400 H-I 1413 -3148 Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 DF-L #2(g) 74 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi 2x6 DF-L #2(g); B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W1 3,W20, W22 2x4 DF-L #2(g); W19 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content 0119% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00' o.c. Sot Chord: 1 Row @ 6.25' o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. B-C 508-1493 I - K 783 -1739 C - E 504 -1475 J - L 2414 -4780 D - F 828 -1874 L -0 5020 -8846 E - H 503 -1472 0 - P 4980 -8724 F-G 817 -1813 P-Q 2091 -3784 G-H 939-1786 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-M 1256-1242 W-V 6232 -3072 AA- Z 1834 -830 V - U 9122 -4648 Z-Y 1919 -803 U-T 9087 -4642 V _X 3259 -1298 T -S 4234 -2347 X-W 3259-1298 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AB 421 -1313 V-L 2087 -3817 A-AA 1509 -511 M-AD 381 -1381 M- B 219 -572 AD-AE 456 -1436 B-Z 1041 -388 AE-T 192 -1056 Z-D 464-1199 0-AF 2231 -2592 D-V 1717 -768 7-AG 4647 -2644 G-W 71 -447 AF-T 1688 -1982 W - I 2419-1141 AG-AH 5226 -3044 W-J 2105-3919 AH-P 5350 -3116 I-J 1239-2861 P-Al 1515 -2699 J-K 3749 -1715 Al-S 1533 -2732 J-V 2652 -1420 S-Q 4683 -2590 K-L 1613-3533 Q-R 1457 -2682 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Purrs CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices nor to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceilino. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing insla!Ied cn the CLR per SCSI sections B3, B7, or 810, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE iNotes page for additional information. lAlpine, a division of 17W Buildino Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae Ilisting this drawing, indicates acceptance of professional .enainering responsibility 501e1y70r the design shown. The suitabilifS' and use of this 155 Harlem Ave Idrawing for any sFr'ucture is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Aloine: aloineitw.com: TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23363 / MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520009 T545 FROM: Qty: AVIARA WEST APARTMENTS DrwNo. 12924.150837126 Page 2 of 2 Truss Label: 1 FT / RTT 05/08/2024 Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac,1.25) TC: From 38 plf at 0.00 to 38 plf at 2.22 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 2.22 to 36 plf at 9.33 TC: From 38 plf at 9.33 to 38 plf at 19.50 TC: From 36 plf at 19.50 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 plf at 32.88 PLB: +/-625 lb Conc. Load at (21.54,20.77) PL - +/-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +/-625 lb Conc. Load at (29.65,21.12) No. C 72160 VVANNIN IAU P,NLJ I-OLLOVV ALL NO I Itb ON I Nib UNJ\VViNidl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ffi'r safety practices orior to performing these functions. Installers shall provide temporary (951)300-1759 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .1 N.J E Notes page for additional information. Alpine, a division of ITW Build na Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ssnwreerusv truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any srrtcture is the responsibility of the BuildingOesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T546 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.39859 Truss Label: 1FW I RU 05/08/2024 I 5 2 Complete Trusses Required 4111 517 101 p 14491 17492 p 2110" 25312 25412 32I0"8 4117 019 43 4311 301 I 25121 75"12 47• 3512 34698 N 12 MM K S4X8 3X4 3X4 T4 P I 2I 1121 1 _______19FAG RADAE 113X8 4X6 - 4X6 6Xl2 2X12 1110 12 3X4 H0506)3x4 6X30 I1H0310 e5X6 6X8 4x6 3X4 3X88X1t A 3210"6 1'S"$ 6S"6 Sl"a 5 5'l0 173"5 114"12 i 11592 44 3210"8 209 I 21'8"4 I 378 7892 2174 I TW8 I 3392 —H I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.638 H 617 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.814 H 484 180 AB 2644 I- /2500 /890 /815 /1885 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.177 B - - R 5405 /-2362 I- /2952 /2906 I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.226 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 Building Code: Creep Factor: 2,0 AB Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.780 R Brg Wid = 4.0 Mm Reg = 2.9 (Truss) BCDL' 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.679 Bearing R is a rigid surface. Bearing AB Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.29 It Rep Fac: Varies by Ld Case Max Web CSI: 0.905 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A-B 422-1284 H - I 1418 -3172 Lumber Plating Notes B - C 537 -1573 I - K 782 -1739 Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Connectors in green lumber (g) designed using C - E 531 -1553 j - L 2407 -4759 Bot chord 2x10 DF-L #2(g) Bi 2x6 DF-L #2(g); NDS/TPI reduction factors. D - F 828 -1881 L -0 5020 -8846 B2 2x6 DF-L SS(g); All plates are 1.5X3 except as noted. E - H 530 -1549 0 - P 4960 -8724 Webs 2x4 DF-L Standard(g) W13,W20, W22 2x4 DF-L #2(g); W19 2x6 DF-L SS(g); (4*) 1 plate(s) require special positioning. Refer to F - G 819 -1825 P -0 2091 -3784 scaled plate plot details for special positioning G - H 919 -1733 Lumber shall be dried to a maximum moisture content requirements. of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Purlins Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. In lieu of structural panels use purlins to brace all flat AB-AA 1255 -1244 W -V 6218 -3667 Bot Chord: 1 Row @8.25"o.c. TC@24"oc. AA- Z 1799 -840 V - U 9122 -4648 Webs : 1 Row @ 4" o.c. Laterally brace bottom chord above filler with purlins Z-Y 1954 -796 - x 3346 -1327 U-T T - S 9086 -4642 4234 -2347 Use equal spacing between rows and stagger nails at 24" OC. in each row to avoid splitting. X - W 3346 -1327 Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load 2092 -3834 A-AB 418-1311 V-L along Bottom Chord, nonconcurrent with design A-AA 1447 -484 M-AD 381 -1380 gravity loads. T. IAJJQ AA- B 265 -723 AD-AE 456 -1435 Wind B-Z 1148 -425 AE-T 192 -1055 Wind loads based on MWFRS with additional C&C Z - D 454 -1158 0 -AF 2231 -2592 member design D - Y 1719 -766 T -AG 4647 -2644 End verticals not exposed to wind pressure. No. C7216 G-W 65 -460 AF-T 1688 -1982 W - l 2485 -1163 AG-AH 5226 -3044 Wind loading based on both gable and hip roof types. W J 2102 - -3913 AH-P 5350 -3116 In lieu of rigid sheathing laterally brace lower TC with l-J 1228 -2830 P-Al 1515 -2699 purlins at 24" OC. \J 1 J - K 3735 -1711 Al-S 1533 -2732 J - V 2665 -1424 S - Q 4683 -2590 K-L 1618-3548 Q-R 1457 -2682 I 'VVMkNINU NCP,U /NU t-ULLUVV ALL 1W) I UN i hi Ui</\WiNU! Inland Empire Truss "IMPORTANT-* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1 0, as applicable. Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paoe listing this drawina indicates acceptance of professional engineering responsibility solelylor the design shown. The suitabilifc' and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 SEQN 23368 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1X7068520009 T546 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.39859 Page 2 of 2 Truss Label: 1FW / RTT 05/08/2024 Special loads (Lumber Dur.Fac.l .60/ Plate Dur.Fac.l .25) TC: From 38 plf at 0.00 to 38 p11 at 2.22 TC: From 40 plf at 0.00 to 40 plf at 32.88 TC: From 36 plf at 2.22 to 36 p11 at 9.33 TC: From 38 plf at 9.33 to 38 p11 at 19.50 TC: From 36 plf at 19.50 to 36 p11 at 32.88 BC: From 16 p11 at 0.00 to 16 p11 at 32.88 PLB: +/-625 lb Conc. Load at (21.54,20.77) PL - +/-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +/-625 lb Conc. Load at (29.65,21.12) oFESs,o T.TAA, No. C 72160 IN clvft-~~Xlt VVAKNINU NAU ANL) I-OLLOVV ALL NO I 1=6 ON I H16 Lfl-(AVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of tills ar ye drawing for any srructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. oo' I No. C72160 I Civil- OF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB-AA 1259 -1239 X-W 6252 -3079 AA-Z 1873 -816 W-V 9123 -4649 Z-Y 3038-1224 V-U 9088 -4643 Y - X 3038 -1224 U - T 4234 -2347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-AB 418-1297 IN -AD 381 -1382 A -AA 1559 -530 AD-AE 456 -1437 AA- C 269 -653 AE- U 192 -1057 C-Z 1620 -742 P-AF 2231 -2592 H - X 169 -430 U -AG 4647 -2644 X-J 2294-1097 AF-U 1688 -1982 X-K 2113-3946 AG-AH 5225 -3044 J - K 1244-2871 AH-Q 5350 -3116 K-L 3719 -1707 0-Al 1515 -2699 K-W 2625 -1410 Al-T 1533 -2732 L-M 1605-3517 T-R 4683 -2590 W-M 2077-3792 R-S 1457 -2682 Lumber Top chord 2x4 DF-L #2(g) T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1 2x6 DF-L#2(g); B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W12,W19, W21 2x4 DF-L #2(g); W18 2x6 DF-L SS(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131"x3", mm. nails Top Chord: 1 Row @12.0') o.c. Bot Chord: 1 Row @ 8.25' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes - E 464 -1429 I -J 1394 -3081 Connectors in green lumber (g) designed using C - D 759 -1612 J - L 779 -1728 NDSITPI reduction factors. D - G 785 -1735 K - M 2424 -4807 All plates are 3X4 except as noted. E - F 471 -1396 M - P 5020 -8846 (*0) 1 plate(s) require special positioning. Refer to F - I 470 1389 P - Q 4960 -8724 scaled plate plot details for special positioning G - H 778 -1508 0 - R 2091 -3784 requirements. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TIC with purlins at 24" OC. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef 1XZ068520009 T547 AVIARA WEST APARTMENTS DtwNo 129.24.1508.40079 Truss Label: 1FX / RTT 05/08/2024 I > 2 Complete Trusses Required 676 6177 16378 I63"I1 17412 2110" 25'3"I2 291712 37108 I org I r(s 409 I 5.53 I 'v,I 24" I 3592 47" 3512 I 111-3 12 %6xe III I 5x3 X6 L [III 5x K 12 05 12 112 1511 r T4 11338 *466 *4X6 *6612 *I2Xi2 1110612 *3X8 366 *6X10 13031 0576 III 503 *801 376 I 73"12 I 1178 1 3'S2 —I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.595 I 663 240 Loc R+ I R- I Rh I Rw /U I RL AB 2644 I- /2500 /892 /815 /1885 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.758 I 520 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.166 B - - S 5405 /-2362 1- /2952 /2906 I- Des Ld 46 00 EXF: C Kzt: NA 0IORZ(TL): 0.212 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.55 ft Creep Factor: 2.0 AB Brg Wid = 5.5 Mm Reg = 1.5 (Truss) Soffit 2.00 TCDL: 108 psf CBC 2022 Max TIC CSI: 0.778 S Brg Wid = 4.0 Mm Reg = 2.9 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.678 Bearing S is a rigid surface. Bearing AB Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.29 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.905 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 cnnicn I - i- i 54 -1RU1 Wind Duration: 1.60 WAVE, HS I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss I *elMpORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r salety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properiv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint çCLR), installed with diagonal bracing in1alled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of orUss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General INotes page for additional i,formation. ALPINE Alpine, a division of IT',N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANUMCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paoe Ilisting this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave I drawing for any sti-'ucture is the responsibility of the BuiIding'Designer per ANSI/WI 1 Sec,2. North Building, 4th Floor I,-or -nro infnrniatinn coo lhoco os,h nitem' Alnin' nlnineitw riom' TPI, tninst arcl' ';RCA- sbcacnmoonentscom: [CC- iccsafe.ora: AWC: awcora Glenview, IL 60025 SEQN: 23370 / MONO Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T547 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.40079 Page 2of2 Truss Label: IFX / RU 05/08/2024 Special loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.1.25) IC: From 38 p11 at 0.00 to 38 plf at 2.22 TC: From 40 p11 at 0.00 to 40 p11 at 32.88 TC: From 36 plf at 2.22 to 36 plf at 9.33 IC: From 38 p11 at 9.33 to 38 p11 at 19.50 IC: From 36 p11 at 19.50 to 36 plf at 32.88 BC: From 16 plf at 0.00 to 16 p11 at 32.88 PLB: 41-625 lb Conc. Load at (21.54,20.77) PL- +/-2500 lb Conc. Load at (25.54,20.77)[0.0 deg] PL: +/-625 lb Conc. Load at (29.65,21.12) WAKNIN(5KLAU AND hOLLOW ALL NO I ES ON I hIS OKP,WINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as Ile! L'N41 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of 11W BuiIding Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the nV COMPANY truss in conformance with ANSI iTPI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page 155 listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this ar em Ave drawing for any s!ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponentcomjC.c.iccsafe.orgWC.awcorg Glenview, IL 60025 272 3119 415 3119 1165 - 15711 1974 7612 272" 7612 7612 15711 5 272 4'l"5 36 19210 71111 2 —4X6 3X8 3X4 W4X6 1165 3610 71111 71111 In Ply; 2 Job Number: R3444W_DV Cust; R 6852 JRef; 1 XZ068520009 T330 AVIARA WEST APARTMENTS DrwNo; 129 241508.41004 Truss Label: 1GA / RTT 05/08/2024 2 Complete Trusses Required Loading Criteria (psi) Wind Criteria TCLL; 20.00 Winc Std; ASCE 7-16 TCDL; 18.00 Speed; 105 mph BCLL; 0.00 Enclosure; Closed BCDL 800 Risk Category; It EXP; C Kzt; NA Des Ld; 46.00 Mean Height; 23.16 ft NCBCLL; 0.00 TCD.' 10.8 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 C&C Dist a; 3.00 It Loc. from endwall; Any GCpi; 0.18 Winc Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2, W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131"x3", mn. nails Top Chord; 1 Row @ 6.00' o.c. Bot Chord; 1 Row @12.00' o.c. Webs ; 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig: NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Pf; NA Ce; NA VERT(LL); 0.111 I 999 240 Lu; NA Cs; NA VERT(CL); 0.262 I 999 180 Snow Duration; NA HORZ(LL); 0.024 G - HORZ(TL); 0.056 G - Building Code; Creep Factor; 2.0 CBC 2022 Max TC CSI; 0.579 TPI Std; 2014 Max BC CSI; 0.703 Rep Fac; No Max Web CSI: 0.441 FT/RT;8(0)/10(0) Plate Type(s); WAVE, HS VIEW Ver; 23.01.02.0731.17 Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and Joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 It to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHlP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T No. C 72160 Civil- OF CALIVC A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL M 3052 /- /- /731 /- /28 G 3052 /- /- /731 /- Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.6 (Truss) G Brg Wid = 5.5 Min Req = 1.6 (Truss) Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 177 -2493 D - E 177 -2492 A-B 168-2683 E-F 168 -2683 C-D 228-3114 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 3122 -175 J - I 3122 -175 K-J 3122 -175 I - H 3108 -174 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 106-1460 D-H 89 -877 A-L 2495 -116 H - F 2495 -116 L-C 89 -880 F-G 106 -1460 --VVAKNlNU^^ IAL) ANL) 1ULLOVV ALL NU I UN I HIZ5 LM<P,VVINd! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peres CA 92571 Component Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless ncteI otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous ratera) restraint (CLR), installed with 'diagonal bracing in5ialled on the CLR per BCSI sections B3, B7, or 610, as applicable Aoply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwcsueu., Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enalneering responsibility solely'lor the design shown. The suitabilifS' and use of titis 155 Harlem Ave Idrawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.orq; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 17 C m6X10 1111,5X3 H0308 3X4 6X10 272" Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef 1X7068520009 T331 AVIARA WEST APARTMENTS DrwNo: 129.24150830011 Truss Label: 1GB / RTT 05/08/2024 1974 2415 8' 1165 15711 17'2" 272" 8' 365 415 1'6"1ó 7612 3119 415 3119 7612 1165 15711 1974 272" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.079 K 999 240 Loc R+ I R- I Rh / Rw /U I RL 0 1276 I- I- /808 I- /35 Lu: NA Cs: NA VERT(CL). 0.185 K 999 180 Snow Duration: NA HORZ(LL): 0.017 I - - I 1276 I- I- /808 I- I- HORZ(TL): 0.040 I - - Creep Factor. 2.0 Wind reactions based on MWFRS 0 Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.943 I Brg Wid = 55 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.734 Bearing 0 is rigid surface. Bearing I Fcperp = 625ps1. Rep Fac: Varies by Ld Case Max Web CSI. 0.717 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01.02.0731.17 A-B 417 -1977 E-G 460 -1 WAVE, HS B-D 461-1797 G-H 417 -11,. D-E 585-2186 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 2190 -450 L-K 2190 -450 M-L 2190 -450 K-J 2181 -448 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 255-1222 E - J 212 -546 A-N 1764 -311 J - H 1764 -311 N-D 212 -549 H - I 255 -1222 ESsi T. No. C 72160 * civo- OF •.y CAUf 7612 7612 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld 46.00 Mean Height: 23.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. WAKNIN AL) AND frOLLOW ALL NO I Lb ON I NKS UI<AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted Otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the usmnCOMPANY I truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enaineeing responsibility solely Tor the design shown. The suitability and use of s 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec .2. North Building, 4th Floor For more information see these web sites: Alpine alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV - Cust: R6852 JRef: 1 XZ068520009 T332 AVIARA WEST APARTMENTS DrwNo: 129.24.1506.34756 Truss Label: 1GC / RU 05/0812024 5614 11611 1575 2172 272" 5614 51113 4010 51113 5614 C 272" 5614 4108 5614 5614 5614 1604 2172 272" Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II Des Ld: 46.00 Soffit: 2.00 NCBCLL: 10.00 TCDL: 10.8 psf EXP: C Kzt: NA Mean Height: 23.76 ft BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0' C&C Dist a: 3.00 ft Loc. rom endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common, hip trusses @ 24.0' oc. Extend sloping TO of truss and jacks to hip rafter. Support extensions every 4.30 ft to flat TO. Spacing of supports originates from #1 nip. Attach 2x4 lateral bracing to flat TO @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BR0ALH1P0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TO @ 24" oc. w Criteria (Pg,PI in PSF) Defl/CSI Criteria NA Ct: NA OAT: NA PP Deflection in bc L/defl L/# NA Ce: NA VERT(LL) 0.064 I 999 240 NA Cs: NA VERT(CL): 0.149 I 999 180 w Duration: NA HORZ(LL): 0.019 G - - HORZ(TL): 0.044 G - - ilding Code: Creep Factor: 2.0 IC 2022 Max TO CSI: 0.876 I Std: 2014 Max BC CSI: 0.662 p Fac: Varies by Ld Case Max Web CSI: 0.766 /RT:8(0)/10(0) tte Type(s): VIEW Ver: 23.01 .02.0731 WE, HS Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types T. No. C 72160 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh /Rw IU /RL M 1352 I- I- /17 I- I- G 1352 I- I- /17 1- Wind reactions reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) G Brg Wid = 5.5 Min Reg = 1.5 (Truss) Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Oomp. Chords Tens. Comp. O-D 0-1787 D-E 0 -15 A-B 0-23 E-F 0 -23 B-C 0-12 Maximum Bot Chord Forces Per Ply (Ibs) Chords TensComp. Chords Tens. Comp. L-K 1876 0 J - l 1786 0 K-J 1786 0 I-H 1875 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 5-1312 E-H 52 -425 A-L 1885 0 H - F 1884 0 L-B 53 -424 F-G 5 -1312 .17 r.r.n.r., rjsIJ ,\,'lu rrjijs.,vs \LL iNL I CO Ii'i I 1-110iO UrcMVViiNL,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req uire extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BOSI (Building Perris CA 92571 Component Safety Information by TPI an8SBOA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BOSI. Unless noted oTherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locaticns shown for permanent lateral restraint of webs shall have continuous lateral restraint (OLR), installed with Idiagonal bracing installed on the OLR per BOSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE E I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional #ngpeering responsibility solely-for the design shown. The suitabili and use of m 155 Harlem Ave drawing for any st1'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBOA: sbcacomponents.com; ICC: iccsafe.org; AWO: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W0V Cust: R 6852 JRef. 1XZ068520009 T333 AVIARA WEST APARTMENTS DrwNo: 129.241508.40064 Truss Label: 1H1 / RU 05/08/2024 658 1134 658 4912 138" 16' 19612 2412 24" 1 3612 6X6 G 23612 2708 4' 3512 iii 1 5X3 658 658 2708 4912 2412 4' I 4 . ' 3512 1134 138" 19612 23612 27'08 11012 151 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf. NA Ce: NA VERT(LL): 0.170 G 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.412 G 788 180 R 1320 /- I- /795 I- /178 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 G - - K 1307 I- I- /781 I- I- EXP: C Kzt: NA Des Ld: 48.00 -IORZ(TL) 0.138 G - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 000 Building Code: Creep Factor: 2.0 R Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 200 BCDL' 60 psf CBC 2022 Max TC CSI: 0.796 K Brg Wid = 4.0 Min Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.624 Bearing R is rigid surface. Bearing K Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 3.00 it Rep Fac: Varies by Ld Case Max Web CSI: 0.810 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver' 23.01.02.0731 17 Lumber A-B 34-1988 E - F 302 -41 B-C 65-1807 F-H 247 -3 Top chord 2x4 DF-L #1&Bet.(g) C - D 32 -944 H - I 254 -3216 T2 2x4 DF-L #2(g); D-G 59 -928 I - J 127 -1576 Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation. Q - P 1843 -187 N - M 4184 -335 Plating Notes P-0 2771 -232 M-L 1714 -147 0- N 2792 -234 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) All plates are 4X6 except as noted. Webs Tens.Comp. Webs Tens Comp. Loading A-R 22-1264 F-G 128 -1592 Truss checked for 300# movable concentrated load A-0 1833 0 F - M 82 -1106 along Top Chord, nonconcurrent with design gravity P - C 1291 -70 H - M 84 -442 loads. P-E 123 -1568 M - I 1754 -135 Truss checked for 250# movable concentrated load C - E 120 -1516 I - L 150 1164 along Bottom Chord, nonconcurrent with design loads. OFESSI E-N 1696 -115 L - J 1990 -162 gravity T. E-G 1994 -146 J - K 125 -1278 Wind N - F 123-1130 Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection No C 72160 meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Civil- OF "WARNING" KEAL) AND FOLLOW ALL NO I ES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f'r saty practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed with diagonal bracing insalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uunwruupeuv truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracin9 of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444WDV Cust: R 6852 JRef: 1 XZ068520009 T334 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44052 Truss Label: 1H2 / RTT 05/08/2024 2 Complete Trusses Required 658 ¶134 138 19 19512 23612 27O9 658 4912 2412 24 3512 41" 3512 I15X3 12 o o5 12 fl 81 0 P 0 N 62 M_" L X8 3Xl0 =8012 al2Xl2ili 115010 - =8X10 =6X10 II3Xl IIl.5X 6X8 _3X8 =6916 2108 759 4982 2412 4!49 784 858 1104 738 19114 2708 079 I 7612 760 I 3512 —H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TOOL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed ,BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) B1, 82 2x6 OF-L SS(g); Webs 2x4 DF-L Standard(g W9,W15, W17 2x4 DF-L #2(g); W14 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @6.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets LJ360. Right end vertical not expossd to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.440 G 738 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.551 G 588 180 R 2633 I- /2500 /964 /726 /1609 Snow Duration: NA HORZ(LL): 0.146 G - - K 4994 /-2379 I- /2484 /2260 I- HORZ(TL): 0.183 G - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 R Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TO CSI: 0.553 K Brg Wid = 4.0 Min Req = 2.7 (Truss) TPI Std: 2014 Max BC CSI: 0.576 Bearing R is rigid surface. Bearing K Fcperp = 625p5i. Rep Fac Varies by Ld Case Max Web CSI. 0.865 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01 .02.0731.17 Loading A-B 688-2215 E-F 3155 -7359 B-C 884 -2406 F-H 4380 -7825 Truss checked for 300# movable concentrated load C - o 168 -1250 H - I 4544 -7930 along Top Chord, nonconcurrent with design gravity o - G 458 -1225 I - J 1819 -3484 loads. Truss checked for 250# movable concentrated load Maximum Bot Chord Forces Per Ply (Ibs) along Bottom Chord, nonconcurrent with design Chords Tens Comp Chords Tens. Comp gravity loads. R-Q 1267-1226 0-N 4705 -1928 Purlins Q - P 2097 -664 N - M 7566 -3264 Laterally brace bottom chord above filler with purlins P -0 4670 -1914 M - L 3925 -2076 at 24" 00. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A-R 375-1280 T-U 464 -1327 A-Q 2097 -665 U-M 166 -857 Q-B 193 -422 U-V 511 -796 B - P 193 -445 M - W 3774 -2070 P-C 2040 -787 V-M 1498 -1756 P-E 1451 -3239 V-W 859 -850 C-E 771 -2113 W-X 4681 -2893 E-N 3420-1766 X-1 4835 -3006 E-G 2720 -1030 I-V 1310 -2461 N-S 1 146 -2242 Y-L 1339 -2501 S-F 1154-2266 L - J 4312 -2251 F-G 782-2106 J-K 1205 -2475 F-T 427-1303 7A)~, VK$, I No.0 72160 I VVRININ(. .CAU P,NU i-ULLUVV ALL NU b. ON i HIj Ui<AVViNO' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ano'SBCA) f'r salety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless no:ed otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing in1aIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely'Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22323 / MONO Ply 2 Job Number: R3444W_DV Gust: R6852 JRef1XZ068520009 T334 FROM: Qty: AVIARA WEST APARTMENTS DrwNo 129.24.150844052 Page 2 of 2 Truss Label: 11-12 / RTT 05/08/2024 Special loads (Lumber Dur.Fac =1.60 I Plate Dur Fac =1.25) TC: From 36 p11 at 025 to 38 p11 at 16.25 TC: From 40 p11 at 025 to 40 p11 at 27.29 TC: From 36 p11 at 1625 to 36 p11 at 27.29 BC: From 20 plf at 0.25 to 20 p11 at 27.29 PLB: +1-625 lb Conc. Load at (16.10,20.77) PLB: +1-625 lb Conc. Load at (23.81,20.77) PL - +1-2500 lb Conc. Load at (19.72,20.77)[0.0 deg] T. TA No. C 72160 CIVI OF VVMKNINI. Ni/AL) /AF'IL) 1ULL0VV FALL NO I i0 ON 11110 L)N/AVVIN Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ffir saety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the auinwCOMPANY truss it conformance with ANSI/IPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina' indicates acceptance of professional enaineeing responsibility solely -for the design shown. The suitability and use of 155 Harlem Ave drawing for any sfructure is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.orq; SBCA: sbcacomponents.com, ICC: iccsafe.orq; AWC awc.orq Glenview, IL 60025 Tar i Sl1 H 12 4 [:--_13X4 (H 0.5 12 I 3X4 P T 3X8 =3X10 LI II Ply; 1 Job Number: R3444W_DV Cust; R 6852 JRet 1XZ068520009 T335 AVIARA WEST APARTMENTS DrwNo; 129.24.1508.34452 Truss Label: 1H3 / RTT 05/08/2024 658 1134 138" 19612 658 4912 2412 51012 4' 111366 AN AMAL Al AH AF B2 AD H03O8 6Xl0 12X12 lll3X10 8X1O 6,4 6X6 8X8 Ill 3X6 3X8 A A 2708 658 491 2412 11324 138" 19 4' 612 23 4' 612 3512 658 2709 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or 5 PLF TCLL; 20.00 Wind Std; ASCE 7-16 Pg; NA Ct; NA CAT; NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL; 18.00 Speed; 95 mph Pf; NA Ce; NA VERT(LL); 0.006 E 999 240 Loc Ri- I R- I Rh I Rw /U / RL BCLL; 0.00 Enclosure; Closed Lu; NA Cs; NA VERT(CL); 0.022 D 999 180 AP* 149 I I- /226 /99 /17 BCDL; 10.00 Risk Category; II Snow Duration; NA HORZ(LL); -0.023 Q - - Al* 168 I- I- /104 I- I- Des Ld; 48.00 EXP; C Kzt; NA -IORZ(TL); 0.026 Q - - AP 1-676 NCBCLL; 0.00 Mean Height; 24.50 It Building Code; Creep Factor; 2.0 AV /-423 Soffit; 2,00 TCDL' 108 psf BCD_; 6.0 psf CBC 2022 Max TC CS I; 0.198 AL /-130 Load Duration; 1.25 MWFRS Parallel Dist; 0 t h/2 TPI Std: 2014 Max BC CSI; 0.232 Al /-269 AF /488 Spacing; 24.0" C&C Dist a; 3.00 It Rep Fac; Varies by Ld Case Max Web CSI; 0.826 V /-366 Loc. from endwall; Any FT/RT;8(0)/10(0) Wind reactions based on MWFRS GCpi; 0.18 Plate Type(s); AP Brg Wid = 136 Min Req = - Wind Duration; 1.60 WAVE, HS VIEW Ver; 23.01.02.0731.17 Al Brg Wid = 188 Min Req = - Lumber Additional Notes Bearings AP & Al are a rigid surface. Top chord 2x4 DF-L #1&BeI.(g) Uplift connections required. See uplifts in R- and U Members not listed have forces less than 375# T2 2x4 DF-L #2(g); columns of Maximum Reactions table, Maximum Top Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #2(g) See DWGS Al 1530ENC160118, GBLLET1N0118, & Chords Tens.Comp. Chords Tens. Comp. B2 2x4 DF-L #1&Bet.(g); GABRST160118 for gable wind bracing and other A - C 1282 -1320 P - T 815 -806 Webs 2x4 DF-L Standard(gi requirements. C - F 781 -829 T - V 580 -574 Lumber shall be dried to a maximum moisture content F - J 1109 -1143 V - X 551 -543 of 19% prior to installation. J - L 515 -553 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AP-AN 473 -473 AF-AD 422 -427 AN-AM 1103-1102 AD-AA 754 -749 Wind AM-Al 770 -744 AA-Y 573 -572 Wind loads based on MWFRS with additional C&C Al-AH 600 -572 member design. Left end vertical exposed to wind pressure. Deflection Maximum Web Forces Per Ply (Ibs) meets L/360. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. ESSI A -AP 684 -742 M - Q 624 -646 Wind loading based on both gable and hip roof types. T A-AM 1278 -1260 AM- F 795 P-Q 442 -470 -942 P642 -AD -649 Gable Studs F-Al 1169 -1187 AD-V 707 -714 V-AA 256 -404 Gable studs (dashed members) may be installed at 16" Al - J 603 -702 oc with Wave plates. In lieu of plates use (3)16 ga. Al-M 548 -587 A-X 693 -700 1/2 x 1.75" wire staples (0.064 Dia.) Toe nailed No. C 72160 J - M 723 -753 X - V 380 -429 through chord into web & web into chord on one face M-AF 635 -681 for a total of (6) staples per connection. Maximum Gable Forces Per Ply (Ibs) OF CAUV: Gables Tens.Comp. Gables Tens. Comp. 05 24 C -AS 42 -376 AN-AS 59 -454 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noe1 otherwise, top chord shall have prqperiv attached structural sheathino and bottom chord shall have a properly (951)300-1758 attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSl sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae listing this drawina ' indicates acceptance of professional enaineering responsibility solely7or the design shown. The suitability and use of this drawing for any sEructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; [CC: iccsafe.org; AWC; awc.org Glenview, IL 60025 SEQN. 22325 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 1335 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.34452 Page 2 of 2 Truss Label: 1H3 / RIT 05/08/2024 Loading Truss transfers a maximum horizontal load of 4867 # ( 180.00 p8) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 4867 179.99 BC 0.00 27.04 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face Top chord may be notched 1.5 deep X 3.5 at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T. TA No.0 72160 OFc "VVAKNINU i-(AU AND hOLLOW ALL NO I ON I HIS L)I<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fOr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous [ateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of lTW BuildinqComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this ar em ye drawing for any s&ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520009 T525 AVIARA WEST APARTMENTS DrwNo 129.24.150841804 Truss Label: 1 H / RTT 05/08/2024 418 2113 11111 9415 15412 176" 1910"2 4' 784 30108 1.11,1 537 51113 214 24" 3104 324 \56X6 12 4 c 154X8 lII1.5X3 3X4"34 \54X4 B A T2 T3 wi 0.5 12 1111,5X3 IM N W V U I S R 4X4 4X6 6X8 =12x12 114X8 I1I4X4 IIl4X6 Ill1.5X3 30108— 161 62" 514 214 1038 15412 176" 2512 418 0 P MO 5X10 111 3X6 4' 4' 324 2384 2784 30108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std; ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL' 8.00 Risk Category: II EXP:C Kzt:NA Des Ld: 46.00 Mean Height: 24.55 it NCBCLL: 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 5X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24' OC. Snow Criteria (Pg,Pf in PSF) DeflJCSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.252 K 999 240 I l Loc R+ R- Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.586 K 632 180 X 1435 I- I- /834 I- /137 Snow Duration: NA HORZ(LL): 0.078 B - - 0 1430 I- I- /831 17 I- HORZ(TL): 0.181 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.520 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.928 Bearing 0 is rigid surface. Bearing X Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.896 FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE IVIEW Ver: 23.01.02.0731.17 A-B 71 -548 G-H 152 -1230 B-C 189 -1474 H-K 182 -1219 C-E 189-1443 l-J 799 -4840 D-E 120 -1447 J - L 617 -3670 E-F 287 -2752 L-M 625 -3671 F-G 277-2284 M-N 301 -1746 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 581 -252 S - R 3257 -567 V - U 1573 -370 R - Q 4964 -847 U - T 2798 -473 Q - P 1902 -337 T-S 3233 -563 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 158-1417 G-1 307 -1829 A-W 1286 -133 I - R 2075 -333 W-B 129-1168 I - K 2640 -426 B-V 1607 -189 R-J 269 -1413 V-D 213 -1282 J-K 349 -2075 D-U 1247 -100 J-Q 241 -1473 C - D 140 -450 0- M 2066 -348 F-T 135 -884 M-P 278 -1316 T-G 1674 -229 P-N 2206 -383 T-I 277-1664 N-0 263 -1405 T. No. C 72160 MIU rt#L. /415L) L)LLLJVV /ALL NW I CZ)WIN I riio urtFVVIINI.,' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 63, B7, or BIO, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rr~ COMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enleering responsibility solely for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520009 T526 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.37583 Truss Label: 1HB / RTT 05/08/2024 31111 1038 i1'4'15 15412 176' 1910" 2384 2784 30108 31111 6313 31113 214 24' 3104 4' 324 \\\ 6X6 K G 3X4 I 12 113X4 3X4 \\\4X4 X1SRJ 013 MP NO T hi I ___________________________ 11I3X4 4X4 4X6 =6X8 12X12 1II4X8 m5X10 1113X6 1111.5X3 III1.5X3 4X6 3612 62 62" 3612 4'"8 1038 Loading Criteria (put) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TOOL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL. 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TOOL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 OF-L #2(g) Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 5X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. 30108 514 214 224 4' 4' 324 15412 176" 1984 2384 2784 30108 now Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs) : NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity NA Ce: NA VERT(LL) 0.262 K 999 240 Loc R+ R- /Rh /Rw / /U /RL NA Cs: NA VERT(CL): 0.602 K 615 180 X 1436 /- /- /836 /- /137 now Duration: NA HORZ(LL): 0.077 B - - 0 1429 /- /- /829 /6 /- NORZ(TL): 0.180 B - - Wind reactions based on MWFRS uilding Code: Creep Factor: 2.0 X Erg Wid = 5.5 Min Req = 1.5 (Truss) BC 2022 Max TC CSI: 0.804 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) DI Std: 2014 Max BC CSI: 0.927 Bearing 0 is a rigid surface. ep Fac. Varies by Ld Case Max Web CSI: 0.896 Bearing X Fcperp = 625p5i. r/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) ate Type(s). Chords Tens.Comp. Chords Tens. Con AVE VIEW Ver: 23.01.02.0731.17 A-B 163-1233 G-H 156 -1 B-C 182-1058 H-K 180 -1.. C-F 165-1129 I-J 804 -4838 D-E 152-1503 J - L 620 -3867 B-F 121 -1313 L-M 627 -3658 F-G 276-2245 M-N 302 -1745 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W - V 1135 -306 S - R 3279 -574 V-U 1156 -308 R-0 4959 -851 U-T 2644 -455 Q-P 1901 -338 T-S 3255 -570 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 186-1540 I - K 2595 -423 A-W 1555 -164 R-J 267 -1393 10 ' 0 - V 246 -974 J - K 0-U 1533 -146 J-Q 348 -2054 243 -1471 E-T 103 -657 Q-M 2054 -350 T-G 1498 -204 M-P 279 -1315 T-I 276-1590 P-N 2204 -385 G - I 327 -1936 N-0 264 -1404 No. C 72160 I - R 2042 -329 WARNIN5' F<AU AND WLLOW ALL NO I ES ON I HIS DKAWIN(31 inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing aer BCSI Unless noted oTherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uwcoerusr I truss i conformance with ANSI PI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaIneeing responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef 1XZ068520009 1527 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.31867 Truss Label: 1HC / RTT 05/08/2024 176" 214 418 511111 13415 1541? 1910 2384 2784 30108 418 1'1O" 754 l'li'l3 24 3104 4' 324 \\\6X6 12 L 0~4M 3X4 1.5X4 H _I K A 5X6 5X6 0 I III3X4 04 m4X6 m6X8 m12X12 I114X8 m5X10 5X6 ifIU6 4X6 5X6 30108 418 62" 514 214 224 4' ' 324 418 1038 15412 176" 1984 2384 2784 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.298 G 999 240 Loc R+ / R- I Rh / Rw /U / RL X 1446 I- I- /837 I- /137 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.694 G 533 180 BCDL: 8.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.093 B - - P 1433 I- I- /828 /5 I- Des Ld: 46.00 EXP: C Kzt: NA '-tORZ(TL): 0.217 B - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 24.55 ft Creep Factor: 2.0 X Brg Wid = 5.5 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.803 P Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.930 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 AR 153 -1229 H.i 160 1967 Wind Duration: 1.60 WAVE Lumber . '' B-E ' ' 181 -1131 ' I - L 175 -1170 Top chord 2x4 DF-L #2(g) T2, C - D 116 -1359 J - K 809 -4860 T3 2x4 DF-L #1&Bet.(g); D - F 102 -1327 K - M 622 -3679 Bot chord 2x4 DF-L #2(g) E-G 185 -1102 M-N 630 -3679 Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); F - G 117 -1289 N-0 303 -1750 Lumber shall be dried to a maximum moisture content G - H 272 -2168 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDS/TPI reduction factors. W - V 1186 -308 T - S 3327 -583 All plates are 1.5X3 except as noted. V - U 2342 -402 S - R 4979 -855 U - T 3304 -5130 R - Q 1906 -339 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design A - X 159 -1416 J - L 2549 -415 gravity loads A-W W -C 1410 -133 140 -802 S - K K -L 263 -1366 345 -2032 10 T. Purlins C-V 1216 -92 K-R 245 -1480 In lieu of structural panels use purlins to brace all flat U-H 1260 -162 R-N 2072 -352 TC @ 24" oc. U-J 274 -1578 N-Q 280 -1318 H - J 356 -2093 Q-0 2210 -386 Wind No. C 72160 J-S 2008 -324 0-P 265 -1408 Wind loads based on MWFRS with additional Lt, member design. End verticals not exposed tc wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with OF CAUF purlins at 24" OC. WAKNIN(j I<bAU P,NL) 1-OLLOW ALL NO I Lb ON I Hlb Ul<AWtNG! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary (851)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or 610 as applicable Apply plates to each face of 'truss and position as 1-46111111, Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineeing responsibility solelylor the design shown. The suitabiIif' and use of 155 Harlem Ave I drawing for any sEr'ucture is the responsibility of the Building-Designer per ANSI/51 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T528 AVIARA WEST APARTMENTS DrwNo: 12924.1508.41398 Truss Label: 1HD / RTT 05/08/2024 711111 2415 418 5612 15415 176" 1910' 2384 2784 30108 418 1'5" 754 211 24" 3104 4' 324 \\\6X6 4X4 L 12 II _____________ __________________ _____ 1113X4 4X4 4X6 6X8 12X12 114X8 5X10 5X6 1113X6 4X6 5X6 30108 418 62" 514 214 224 ' ' 324 I I I 418 1038 15412 176" 1984 2384 I I 2784 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.228 L 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.522 L 709 180 X 1446 /- /- /839 I- /137 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 E - - P 1433 /- /- /826 /4 /- EXP: C Kzt: NA Des Ld: 46.00 IORZ(TL): 0.161 E - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 48 psf CBC 2022 Max TC CSI. 0.820 P Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.929 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI. 0.898 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE VIEW Ver. 23.01.02.0731.17 Lumber In lieu of rigid sheathing laterally brace lower TC with A-B 157-1256 H - I 151 -t B - E 223 -1267 I - L 180 -1 Top chord 2x4 DF-L #2(g) T2, purlmns at 24" OC. C - D 82 -974 J - K 813 -4863 T3 2x4 DF-L #1&Bet.(g); D - F 69 -971 K - M 625 -3679 Bot chord 2x4 DF-L #2(g) E - G 228 -1173 M - N 633 -3679 Webs 2x4 DF-L Standard(g) Wi 3 2x4 DF-L #2(g); F - G 122 -1087 N-0 304 -1750 Lumber shall be dried to a maximum moisture content G - H 253 -2088 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (lbs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors. W-V 1165 -300 T-S 3355 -592 All plates are 1.5X3 except as noted. V - U 2035 -347 S - R 4979 -860 (**) 1 plate(s) require special positioning. Refer to U - T 3332 -588 R - Q 1908 -341 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Bottom chord checked for 10.00 psf non-concurrent A - X 161 -1424 J - L 2539 -416 live load. SSIO A - W 1461 -141 S - K 259 -1341 W141 -C -819 K-L 343 -2008 Truss checked for 250# movable concentrated load C-V 945 -85 K-R 247 -1481 along Bottom Chord, nonconcurrent with design gravity loads. U-H 1155 -145 R-N 2072 -353 U - J 300 -1690 N - Q 281 -1318 Purlins H-J 337-1991 Q-0 2210 -387 In lieu of structural panels use purlins to brace all flat No. C 72160 J - S 1975 -319 0-P 266 -1408 TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OF CALAV Wind loading based on both gable and hip roof types. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) ro'r safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless noted top have bottom per oTherwise, chord shall properly attached structural sheathing and chord shall a properly of BCSI (Building Ferris CA 92571 temporary. (951)300-1758 have attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of and position as 1.4961111141 'truss Details, for shown above and on the Joint unless noted otherwise. Refer to drawings 160A-Z standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 for handling, installation bracing trusses. A this drawing or shipping, and of seal on or cover pa ae 155 Harlem Ave listing this drawina' indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitability and use of this North Building, 4th Floor drawing for any 5f1ucture is the responsibility of the BuildmngDesmgner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 It NCBCLL: 0.00 TCDL: 10.8 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. rom endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #i&Bet.(g) Ti 2x4 DF-L #2(g); T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g Wi 1,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131"x3", min. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between 'rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A - V 452 -1272 -AB 473 -1328 A-X 1318 -482 AB-S 193 -951 X-C 332 -805 N-AC 2231 -2585 C - W 1635 - 777 S -AD 4472 -2670 V-H 2147-1098 AC-S 1680 -1954 V - I 2125 - 3776 AD-AE 5045 - 3083 H-I 1206 -2639 AE-0 5163 -3155 - J 3477 -1685 0 -AF 1537 -2614 I - U 2539 -1431 AF- R 1555 -2645 J - K 1583 -3262 R - P 4540 -2629 U-K 2110-3686 P-Q 1479 -2601 L-M 459 -1350 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 1529 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.41577 Truss Label: 1 H / RU 05/08/2024 I " 2 Complete Trusses Required E108 1,p'10 2115 12 418 51 1"i 1347 15'4"1F 176 1984 23312 2784 30'10'8 418 l'9'l 4515 205 214 224 3512 446 374 III15X3 Ti B BX6 12 4 6X8 IM 504 05 12 111503 -6X010 P T4 fl X III1.5X3 61 84 V U T S"U"" 4 11 X8 4XG 4X6 8X12 e12Xl2 11110012 82_ 306 e6X10 13X1 SX6 6X8 III1.5X3 ~13 200018P 4'rB 67 574 2'1"4 674 317 374 478 10'78 15712 177 2374 2774 30178 1984 1 378 1 7612 ./ 1984 i 768 I 3512 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.585 G 633 240 Loc R+ I R- I Rh I Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.739 G 501 180 V 2627 I- /2500 /936 /910 /1 941 Snow Duration: NA HORZ(LL): 0.182 B - - Q 5242 /-2381 I- /2968 /2951 I- '-IORZ(TL): 0.229 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 5.5 Min Reg = 1.5 (Truss) CBC 2022 Max TC CSI: 0.722 0 Brg Wid = 4.0 Min Reg = 2.8 (Truss) TPI Std: 2014 Max BC CSI: 0.646 Bearing 0 is rigid surface Rep Fac: Varies by Ld Case Max Web CSI: 0.872 Bearing V Fcperp = 625p5i. FT/RT:8(0)l10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Pbs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 Plating Notes A-B 415-1146 G-H 1378 -2884 B - E 370 -1033 H - J 769 -1614 Connectors in green lumber (g) designed using C - D 836 -1792 I - K 2414 -4544 NDS/TPI reduction factors. D - F 851 -1605 K - N 5086 -8549 All plates are 3X4 except as noted. E - G 371 -1024 N-0 5028 -8438 (**) 1 plate(s) require special positioning. Refer to F - G 1034 1972 0- P 2122 3608 scaled plate plot details for special positioning requirements. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins Y-X 1254-1244 U-T 8657 -4653 In lieu of structural panels use purlins to brace all flat X-W 1718 -869 T-S 8628 -4649 TIC @24"oc W-V 2748-1186 S-R 4103 2381 V-U 5882-3059 Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp VVAKNIN(. F1tJ4L) /4NU I-ULLUVV ALL NU I tb UN I HIZ> L)1(AVVIN(d' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) for safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1755 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing in1aIled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as Is 1411161141 hown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General ALPI NE Notes page for additional information. lAlpine, a division of ITW Buil.iina Components Group Inc. shall not be resoonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page Ilisting this drawing indicates acceptance of professional engpeering responsibility solely -for the design shown. The suitabiIif and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23686 / MONO Ply: 2 Job Number: R3444W_DV Cust' R6852 JRef 1XZ068520009 T529 FROM Qty: AVIARA WEST APARTMENTS DrwNo: 129.24 150841577 Page 2 of 2 Truss Label: 1 HE / RTT 05/08/2024 In lieu of rigid sheathing laterally brace lower TC with purlins at 24' OC. Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 38 p11 at 0.00 to 38 plf at 3.02 TC: From 40 p11 at 0.00 to 40 p11 at 30.88 TC: From 36 p11 at 3.02 to 36 p11 at 8.12 TO: From 38 plf at 8.12 to 38 p11 at 19.83 TC: From 36 plf at 19.83 to 36 p11 at 30.88 BC: From 16 p11 at 0.00 to 16 p11 at 30.88 PLB: +/-625 lb Conc. Load at (27.54,20.77) PL: +/-625 lb Conc. Load at (19.65,21.12) PL - +/-2500 lb Conc. Load at (23.54,20.77)(0.0 deg] "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require ereme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 I bracing per BCSI. Unless noted oTherwise, top chord shall have croperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3 B7, or B10 as applicable ADply plates to each face 01 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,i i....F1 r\J E INotes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrrwCOMPANY truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enalneering responsibility solely -for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor iFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.722 TPI Std: 2014 Max BC CSI: 0.64€ Rep Fac: Varies by Ld Case Max Web CSI: 0.872 FTIRT: 8(0)/i 0(0) Plate Type(s): WAVE, HS I VIEW Ver: 23.01.02.0 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. ("") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T530 AVIARA WEST APARTMENTS DrwNo: 129.24.150837696 Truss Label: 1HF / RTT 05/08/2024 I ., 2 Complete Trusses Required F12 418 7113 1547 176 1984 23312 2764 30108 418 3911 754 219 224 3512 448 324 II1.5X3 C6X6 12 5608 T1 0.5 K03T40 }12 P El 0 61 W V U T ' S'"' 8 71 06 04X4 4X6 8X12 12X12 IiI10X12 62_ 306 6x10 11301 5X6 6X8 1(11.503 30108 4V8 62 514 21'4 634 311" 324 418 1038 15412 176" 23'9'4 2784 30108 378 i 7612 7'8'8 I 3572 —I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #i&Bet.(g) Ti 2x4 DF-L #2(g); T4 2x6 DF-L SS(g); Bot chord 200 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) Wi 1,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl u# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.524 M 706 240 Loc R+ I R- I Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.662 M 559 180 Y 2627 I- /2500 /936 /910 /1941 Snow Duration NA HORZ(LL): 0.142 B - - Q 5242 /-2381 I- /2968 /2951 I- HORZ(TL): 0.179 B - - Wind reactions based on MWFRS Y Brg vvia = 5.5 win Req = 1. (Truss) Q Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing Q is a rigid surface. Bearing Y Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 731.17 A-B 424-1181 G-H 1345 -2766 B - E 407-1154 H-J 760 -1583 C-D 710-1413 I - K 2422 -4581 D-F 743-1463 K-N 5085 -8549 E - G 388 -1087 N-0 5028 -8438 F-G 985-1796 0-P 2122 -3668 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Nailnote Nail Schedule:0. 131"x3", min. nails Top Chord: i Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Wind loading based on both gable and hip roof types. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. rcox~slv~Pl,to 72160 * CIV Y-X 1252-1246 U-T 8658 -4653 X-W 1715 -867 T-S 8629 -4649 W-V 2451 -1081 S-R 4103 -2381 V-U 5899-3086 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 456-1290 L-AA 459 -1350 A - X 1373 -498 AA-AB 473 -1329 X-C 337 -810 AS-S 193 -952 C-W 1330 -668 IN -AC 2231 -2585 F-V 415 -341 S-AD 4472 -2670 V-H 2001 -1042 AC-S 1680 -1954 V-I 2145-3838 AD-AE 5045 -3083 H-I 1190 -2570 AE-0 5163 -3155 l-J 3362-1652 0-AF 1537 -2614 I - U 2517 -1423 AF-R 1555 -2645 J - K 1580-3260 R-P 4540 -2629 U-K 2100-3646 P-Q 1479 -2601 WANINti READ AND FOLLOW ALL NO I ES ON I HIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI andSBCA) f'r sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections 83, B7, or B10, as applicable. Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i i...pi iJ E INotes page for additional information. lAlpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 6SISWCOMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23688 / MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520009 T530 FROM Qty. AVIARA WEST APARTMENTS DrwNo 12924 1508.37696 Page 2 of 2 Truss Label: 1HF / RTT 05/08/2024 Special loads -----(Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 3.02 IC: From 40 plf at 0.00 to 40 plf at 30.88 IC: From 36 plf at 3.02 to 36 plf at 8.12 TC: From 38 plf at 8.12 to 38 plf at 19.83 TC: From 36 plf at 19.83 to 36 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: +1-625 lb Conc. Load at (27.54,20.77) PL: +/-625 lb Conc Load at (19.65,21.12) PL - +/-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] No.0 72160 OF VV#kKNINU NCAU .'SNL) i-ULLUVV P,LL NO I tZ> ON I rllZ> UN/kVVIN(! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of rtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,i LJ11 ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uru nwcnenesv truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pae 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is drawing for any sfructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For, more information see these web sites: Alpine: alpineitw.com; IPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef' 1X2068520009 T536 AVIARA WEST APARTMENTS DrwNo: 129 24.150832006 Truss Label: 1HG / RTT 05/08/2024 19,101, 418 618 1073 176" 180"7 2384 2784 30108 418 2' 4511 61013 6'7 3104 4' 324 3X6 - x \\\6X6 12 o 3X4 T2 Wl L %4X4 A DF 5X6 1113X4 o4X4 4X6 6X10 12X12 114X8 5X10 5X6 1113X6 4X6 5X6 30108 418 62" 514 214 224 4' 4' 324 418 1038 15412 176" 1884 2384 2784 30108 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.224 L 999 240 Loc Ri- / R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.516 L 717 180 X 1446 1- I- /841 I- /136 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL). 0.077 E - - P 1433 I- I- /824 /2 I- Des Ld: 46.00 EXP: C Kzt: NA :ORZ(TL): 0.179 E - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Mm Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.815 P Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCD L: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.930 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i Spacing: 24.0' C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 158-1277 I - K 812 -4856 Lumber In lieu of rigid sheathing laterally brace lower TC with B - E 252 -1343 J - L 183 -1177 Top chord 2x4 DF-L #2(g) 12, purlins at 24" OC. C - D 47 -751 K - M 625 -3679 T3 2x4 DF-L#1&Bet.(g), D - F 28 -722 M - N 633 -3679 Bot chord 2x4 DF-L #2(g) E - J 265 -1210 N-0 304 -1750 Webs 2x4 DF-L Standard(g) Wi 3 2x4 DF-L F - G 63 -771 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using W - V 1193 -307 T - S 3273 -576 NDSITPI reduction factors. V - U 1837 -307 S - R 4978 -860 All plates are 1.5X3 except as noted. U - T 3249 -572 R -0 1906 -341 (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs) requirements. Webs Tens.Comp. Webs Tens. Comp. Loading A-X 157 1423 IS 2074 338 Bottom chord checked for 10.00 psf non-concurrent A - W 1503 145 I - L 2592 -430 live load. W - C 146 -846 5- K 273 -1409 Truss checked for 250# movable concentrated load B-C 147 -482 K-L C735 K -V -47 -R 356 -2075 247 -1480 along Bottom Chord, nonconcurrent with design T. U-G 1420 -207 R-N 2072 -353 gravity loads. U - I 363-1977 N - Q 281 -1318 Purlins G - I 193-1348 0-0 2210 -387 In lieu of structural panels use purlins to brace all flat H - I 202 -791 0-13 266 -1408 TC @ 24" oc. No. C 72160 Wind Wind loads based on MWFRS with additional C&C member CIVI design. OF End verticals not exposed towind pressure. CALAf Wind loading based on both gable and hip roof types. (15 94 VVMNrIINI.0 t-StP,V P,t'IU l-ULWVV ALL Nt.) i tZ> UN i rtiu L)VVViINt. inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins ailed on the CLR per BCSI sections 83, B7, or B10 as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usnwcourunv truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitability and use f ti-i 155 Harlem Ave drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 T. No. C 72160 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A - X 159 -1425 J - L 2564 -423 A-W 1473 -140 S - K 259 -1341 W-C 141 -825 K-L 344 -2007 C-V 882 -77 K-R 248 -1481 U-G 1192 -156 R-N 2072 -354 U - J 324 -1759 N-Q 282 -1318 G-J 309-1863 0-0 2210 -388 J - S 1975 -320 0-P 266 -1408 Ply: 1 Job Number: R3444W_DV Cust. R 6852 JRef: 1 XZ068520009 T535 AVIARA WEST APARTMENTS DrwNo: 129.24.150830692 Truss Label: 1HH / RU 05/08/2024 19'10 24" 418 618 673 1607 176" 2384 2784 30108 1 1'5 "4 418 2' 2511 75 4 3104 4' 32 4X4 \\\6X6 L 12 E 3X4 T3 5 D 5X6 5X6 F13X4 4X4 4X6 6X8 12X12 108 5X10 5X6 1113X6 4X6 5X6 30108 418 62" 418 1038 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.55 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Wi 3 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 514 214 224 4' 4' 324 15412 176" 1984 2384 2784 30108 now Criteria (Pg,W in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) : NA Ct: NA CAT. NA PP Deflection in bc L/defl L/# Gravity Non-Gravity NA Ce: NA VERT(LL): 0.226 L 999 240 Loc R+ / R- / Rh / Rw /U / RL NA Cs: NA VERT(CL): 0.517 L 717 180 X 1446 I- I- /839 I- /136 now Duration: NA HORZ(LL): 0.070 E - - P 1433 I- I- /825 /3 I- -IORZ(TL): 0.162 E - - Wind reactions based on MWFRS uilding Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) BC 2022 Max TC CSI: 0.821 P Brg Wid = 4.0 Min Req = 1.5 (Truss) D1 Std 2014 Max BC CSI: 0.929 Bearing P is rigid surface. ep Fac. Varies by Ld Case Max Web CSI. 0.898 Bearing X Fcperp = 625p5i. t/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) ate Type(s). Chords Tens.Comp. Chords Tens. Cor VIEW Ver: 23.01 .02.0731.17 A-B 156-1262 H - I 142 -1 In lieu of rigid sheathing laterally brace lower TC with B - E 228 -1291 I - L 182 - 1, purlins at 24" OC. C - D 72 -898 J - K 816 -4863 D-F 58 -892 K-M 627 -3679 E-H 235-1186 M-N 635 -3679 F-G 114-1016 N-0 305 -1750 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1166 -298 T-S 3355 -594 V - U 1969 -332 S - R 4979 -863 U-T 3332 -591 R-Q 1906 -341 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL 1000 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' *WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L.....PI N.J E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawinq or cover paqe listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1181 -303 T-S 3338 -584 V-U 2242 -381 S-R 4979 -853 U-T 3315 -580 R-Q 1906 -339 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 158-1418 J - L 2538 -412 A-W 1423 -133 S-K 260 -1357 W-C 139 -807 K-L 342 -2023 C-V 1125 -104 K-R 244 -1481 U-H 1203 -150 R-N 2072 -351 U-J 277 -1597 N-Q 280 -1318 H-J 355-2097 0-0 2210 -385 J-S 1996 -320 0-P 265 -1408 (9zo T. T4 No. C 72160 CIVI OF f LI Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520009 1534 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.35270 Truss Label: 1 H / RTT 05/08/2024 176" 214 416 1 673 1407 15'412 1910 2384 2784 30108 416 2511 754 1'4" 24' 3104 4 324 \\\6X6 12 L E5~ 3X6 T2 H 12 05 5X6 XI-1 W V U T S R 0 fl Ill3X4 C4X4 4X6 6X8 12X12 114X8 5X10 5X6 1113X 4X6 5X6 30108 418 6' 418 10' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 It NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L#1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g1 W13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. 514 214 224 4 4 324 38 15412 176' 1964 2384 2784 30108 Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.271 G 999 240 Loc R+ / R- / Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.633 G 585 180 X 1446 I- I- /838 1- /136 Snow Duration: NA HORZ(LL): 0.085 E - - P 1433 I- I- /827 /4 I- HORZ(TL): 0.199 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.836 P Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.930 Bearing P is rigid surface. Bearing X Fcperp = 625psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Members not listed have forces less than 375# FT/RT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02.0731.17 - A-B 152-1236 H - I 158 -1259 B-E 192-1173 I - L 174 -1165 C-D 120-1234 J - K 806 -4861 D-F 105-1214 K-M 621 -3679 E-G 195-1119 M-N 629 -3679 F-G 140-1236 N-0 303 -1750 G-H 266-2127 ALL NOTES ON THIS DRAWINi LL CONTRACTORS INCLUDINC installing and bracing. Refer to ictices prior to performing these properly attached structural sheo traint of webs shall have continui ,r P1O, as applicable. Agply pl.; Inc. shall not be responsible for any deviation from this drawing, any failure to build the shipping, installation, and bracing of trusses. A seal on this drawing or cover page al engineering responsibility solely for the design shown. The suitability and use of this ildingiJesigner per ANSI/TRI 1 Sec.2. neitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE ANIVWC5MPflNV 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per un a drawing for any For more inforn of Ply: 1 Job Number: R3444W_DV Gust R6852 JRef.1XZ068520009 T533 AVIARA WEST APARTMENTS DrwNo 129.24.1508.37246 Truss Label: 1HK / RTT 05/08/2024 473 1038 1201 15412 176 1910 2384 3 4 1.'l4 30108 473 585 1'8"1 345 214 24" 3104 324 \\\6X6 1111111111.5 3 12 4 5~4X4 55 3X4 T3 W1 3X4 T;L C T2 SRQ P =Z VT ON 1113X4 4X4 e4X6 6X8 12X12 1114X8 5X10 1113X6 4X6 11I1,5X3 30108 418 62" 514 214 224 4' 4' 324 418 1038 15412 176" 1984 2384 2784 30108 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.263 E 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.608 E 609 180 V 1427 I- I- /836 I- /136 BCDL: 800 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.084 C - - N 1423 I- I- /829 /5 I- EXP:C Kzt:NA Des Ld: 4600 Mean Height: 24.55 ft -IORZ(TL): 0.195 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Building Code: Creep Factor: 2.0 V Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 BCDL 48 psf CBC 2022 Max TC CSI: 0.774 N Brg Wid = 4.0 Mm Req = 1.5 (Truss) Bearing N is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.921 Bearing V Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI 0.892 Members not listed have forces less than 375# Loc from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Lumber Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-C 154-1234 G-J 177 -1' B-D 135-1453 H - I 803 -4$--- Top chord 2x4 CF-L#2(g)T2, C - E 169 -1127 I - K 619 -3648 T3 2x4 DF-L #1&Bet.(g); D - E 126 -1251 K - L 627 -3649 Bot chord 2x4 DF-L #2(g) E - F 275 -2208 L - M 302 -1737 Webs 2x4 DF-L Standard(g) W12 2x4 DF-L #2(g); F-G 158-1246 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using U - T 1210 -310 R -0 3265 -575 NDS/TPI reduction factors. T - S 2515 -433 0 - P 4928 -850 All plates are 5X6 except as noted. S - R 3242 -571 P-0 1892 -338 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A - V 158 -1400 H - J 2556 -418 along Bottom Chord, nonconcurrent with design A - U 1434 -134 0 - I 265 -1376 gravity loads. U-B 140 -813 I-J 346 -2030 B-T 1328 -121 I - P 243 -1458 Purlins D - S 74 -520 P - L 2052 -349 In lieu of structural panels use purlins to brace all flat S-F 1413 -189 L-O 279 -1308 TC @ 24" oc S-H 272 -1562 O-M 2194 -384 F-H 338 -1985 M-N 264 -1398 Wind H-0 2023 -327 Wind loads based on MWFRS with additional C&C No. C 72160 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with OF C purlins at 24' OC. WANNIN(d' <LAD AND FOLLOW ALL NU LS UN I HIS Dl<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris GA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. ADpIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the asrrwcaepasv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawino' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif and use of fl-us 155 Harlem Ave drawing for any sfructure is the responsibility of the Build ingiDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI tpinst.org; SBCA: sbcacompor1ents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)I10(0) Plate Type(s): DeflICSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.539 L 686 240 VERT(CL): 0.681 L 544 180 HORZ(LL): 0.135 L - - I-lORZ(TL): 0.170 L - - Creep Factor: 2.0 Max TIC CSI: 0.724 Max BC CSI: 0.646 Max Web CSI: 0.873 Ply: 2 Job Number: R3444W_DV - - Cust: R 6652 JRef: 1 XZ068520009 T532 AVIARA WEST APARTMENTS DrwNo: 12924.1508.32534 Truss Label: 1HL I RU 05/08/2024 < 2 Complete Trusses Required 3 10'07 15'4"12 1T6 1910" 23712 2774 30'10"8 273 91715 54'S 214 24 3'5"12 478 3'2"4 CSXG I 12 63010 1121 111.5X3 -1.5X U 12 I -6X8 0308 11404 9406 4X6 98012 912X12 11110012 82 8AAD 56010 113010 5506 6X8 111.5X3 5805081"") 5308 s8018 39108 77 6? 5'1"4 214 830 311" 374 2V.1 41'S 1078 15'4"12 176' 23'S"u 2774 30108 T I a Ux 3'7"8 I T6"12 778 1 3'5"12 —I Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1 &Bet.(g) Ti 2x4 DF-L #2(g); T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W5,W12,W19, W21 2x4 DF-L #2(g); W18 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. EW Ver: 23.01 .02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (*5) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. T. No. C 72160 * OF A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh /Rw /U /RL V 2627 I- /2500 /936 /910 /1941 P 5242 1-2381 I- /2968 /2951 Wind reactions reactions based on MWFRS V Big Wid = 5.5 Min Req = 1.5 (Truss) P Brg Wid = 4.0 Min Req = 2.8 (Truss) Bearing P is a rigid surface. Bearing V Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 258 -725 G-1 764 -1597 B-C 495-1358 H-J 2379 -4439 C-E 488-1342 J-M 5086 -8549 D - E 655 -1856 M - N 5029 -8439 E-F 1311 -3089 N-0 2122 -3858 F-G 1397-2952 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y-X 1251-1248 U-T 5814 -3036 X-W 1567 -958 T-S 8653 -4651 W-V 1836 -841 S-R 8625 -4648 V-U 3109-1307 R-Q 4103 -2381 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 463 -1314 T - J 2138 -3752 A-X 1243 -448 K-AA 461 -1349 X-B 369-1031 AA-AB 472 -1326 B-W 1443 -537 AB-R 192 -949 W-D 519 -1303 M-AC 2231 -2586 D - V 1699 -786 R -AD 4472 -2670 F-U 66 -442 AC-R 1680 -1954 U - G 2448 -1198 AD-AE 5046 -3083 U-H 2122 -3768 AE-N 5164 -3155 G-H 1139-2438 N-AF 1537 -2615 H - I 3356 -1645 AF- Q 1555 -2645 H-T 2601 -1452 0-0 4540 -2629 I-J 1610-3342 0-P 1479 -2601 '"VVMrculIr6" rctp,L) ,kiNL) rULLUVV P,LL NU I t ON 11-116 L)i<P,VVINi.I Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) fS'r safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral ressraint o, webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10, as applicable Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the 8uilding""Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEaN 23321 / MONO Ply 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520009 1532 FROM: Qty: AVIARA WEST APARTMENTS DrwNo. 12924.1508.32534 Page 2 of 2 Truss Label: 1HL / RU 05/08/2024 Special loads (Lumber Dur.Fac.1 .60/ Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 3.02 TC: From 40 plf at 0.00 to 40 plf at 30.88 TC: From 36 plf at 3.02 to 36 plf at 8.12 TC: From 38 plf at 8.12 to 38 plf at 19.83 TC: From 36 plf at 19.83 to 36 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 3088 PLB: +1-625 lb Conc Load at (27 54,20.77) PL: +/-625 lb Conc. Load at (19.65,21.12) PL - +1-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] 72160 WARNING HEAD AND FOLLOW ALL NO I ES ON I HIS DNAWINL)! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Peres CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary (551)300-1758 bracing per BCSi. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins-tailed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of IT\N BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of HarlemAve drawing for any sfructure is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC iccsafe org; AWC: awc org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T531 AVIARA WEST APARTMENTS DrwNo: 129.24150840584 Truss Label: 1HM / RTT 05/08/2024 I ' 2 Complete Trusses Required 41"8 07 NO-11 1039 15412 176 1910 23312 2784 30108 rS 365 31015 231 514 214 24 3512 449 324 6X6 12 A 14X6 4 _6X10 _6X8 III 5X3 IN 0 1511 111408 It1.5X3 12 AB 4X6 8X12 1OX12 i510X12 82_ 306 t3X1I 6X8 iIt5X3 3X88X1 30138 418 62' 514 214 418 1039 15412 176' 67 9 4 311' 324 234 2784 30103 1994 I 378 I 7612 1984 788 I 3512 —H Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) DefliCSl Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.633 E 585 240 Loc R+ / R- / Rh / Rw 1U I RL Lu: NA Cs: NA VERT(CL): 0.799 E 463 180 X 2627 I- /2500 /936 /910 /1941 Snow Duration: NA HORZ(LL): 0.196 B - - P 5242 /-2381 I- /2968 /2951 I- HORZ(TL): 0.247 B - - Wind reactions based on MWFRS Building Code: Creep Factor:, 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.725 P Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI: 0.646 Bearing P is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.873 Bearing X Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02.0731.17 C-E 520 -1388k-.I 97 -4491 Lumber Top chord 2x4 DF-L #1&Bet.(g) Ti 2x4 DF-L #2(g); T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3,W10,W17, W19 2x4 DF-L #2(g); W16 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" 3.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on bothi gable and hip roof types. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. No.0 72160 05 24 D-E 870-1952 J-M 5086 -8549 E - F 1359 -3246 M - N 5029 -8439 F-G 1397-2983 N-0 2122 -3868 G-1 762-1592 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 1904 -828 T-S 8653 -4651 W - V 2019 -802 S - R 8624 -4647 V-U 3194-1335 R-Q 4103 -2381 U-T 5803-3033 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X - C 732 -1982 Z -M 472 -1325 C - D 972 -486 M- R 192 -948 D-V 1358 -855 M-AB 2231 -2586 F - U 76 -543 R -AC 4472 -2670 U-G 2497-1214 AB-R 1680 -1955 U-H 2125-3776 AC-AD 5046 -3083 G-H 1122-2387 AD-N 5164 -3155 H - I 3324 -1634 N-AE 1537 -2615 H-T 2621 -1459 AE-Q 1555 -2645 1-1 1615-3358 0-0 4540 -2629 T-J 2142-3765 0-P 1479 -2601 K-Z 461 -1349 ALL NOTES ON THIS DRAWl L CONTRACTORS INCLUDI installing and bracing. Refer I ictices prior to performing thes P attached structural s traint of webs shall have contir ,gr iQ, as appIicabl. Apply a division of ITW BuildinQComponents Group Inc. shall not.be responsible for any deviation from this drawing, any failure to build the conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page us drawing, indicates acceptance of professional enqt.neering responsibility solely -for the design shown. The suitability and use of this for any sfructure is the responsibility of the Buildingijesigner per ANSI/TPI 1 Sec.2. re information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.c Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN -COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of per SEQN. 23323 / MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520009 T531 FROM: Qty AVIARA WEST APARTMENTS DiwNo 129.24.1508 40584 Page 2 of 2 Truss Label: 1HM / RTT 05/08/2024 Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1 25) TC: From 38 plf at 0.00 to 38 plf at 3.02 TC: From 40 plf at 0.00 to 40 plf at 30.88 TC: From 36 plf at 3.02 to 36 plf at 8.12 TC: From 38 plf at 8.12 to 38 plf at 19.83 TC: From 36 plf at 19.83 to 36 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB. +1-625 lb Conc. Load at (27.5420.77) PL: +1-625 lb Conc. Load at (19.65,21.12) PL - +/-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] No. C 72160 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 101usd Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"called on the CLR per BCSI sections 63, B7, or 610 as applicable Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the —co— truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC' awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 1184 -306 T-S 3314 -587 V-U 1863 -317 S-R 4979 -864 U-T 3290 -583 R-Q 1906 -342 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 159-1424 J-S 2025 -330 A-W 1495 -145 J - L 2626 -440 W-C 145 -840 S-K 267 -1375 B-C 139 -453 K-L 351 -2041 C-V 768 -57 K-R 249 -1481 U-G 1375 -199 R-N 2072 -355 U - J 357-1949 N-Q 282 -1318 G-J 216-1439 Q-0 2210 -389 l-J 192 -757 0-P 267 -1408 h Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520009 T583 AVIARA WEST APARTMENTS DrwNo: 129.24.150833229 Truss Label: iNN I RU 05108/2024 1910 24" 418 10011 17515 176" 2384 2784 30108 418 5113 754 ó"i 3104 4 324 - \\\6X6 12 o 3X4 5X6 - L T2 W1 12 0.5 5X6 5X6 W V U T S R 0 X4 4X4 06 6X8 12X12 1108 5X10 5X6 1113X 4X6 5X6 30108 418 62" 418 1038 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCD_: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0' C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Wind loading based on bothi gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. 514 214 224 4' 4' 324 15412 176" 19841 23'8"4 2784 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.224 L 999 240 Loc R+ / R- / Rh I Rw 1U / RL Lu: NA Cs: NA VERT(CL): 0.516 L 718 180 X 1446 I- I- /840 I- /137 Snow Duration: NA HORZ(LL): 0.075 E - - P 1433 I- I- /824 /3 I- -IORZ(TL): 0.174 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.806 P Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.929 Bearing P is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Bearing X Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 23.01.02.0731.17 A-B 159-1273 H - I 116 -1063 B - E 247-1331 l - L 191 -1221 C-D 56 -782 J - K 817 -4860 D - F 39 -760 K - M 628 -3679 E - H 259 -1205 M - N 635 -3679 F-G 78 -832 N-O 305 -1750 No. C 72160 VVMçNIrn., Mr/AU pdNU IL)LLUVV /kLL iNL)itO UN illi0 L)NP,VViiNi.,! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locaticns shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with diagonal bracing inaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable ApIy plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ssnwcosessv Itruss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this Irawina or cover paae 155 Harlem Ave I listing this drawina' indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabiIi' and use of this drawing for any sFructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust. 5 6852 JRef: 1XZ068520009 1564 AVIARA WEST APARTMENTS DrwNo: 129.24150840268 Truss Label: 11-10 I RTT 05/08/2024 418 829 12011 176' l9'51 2384 2784 30108 418 411 3102 555 l'11"t 425 4' 324 4X4 I-4 H 3X4**1 12 3X4 V 5X6 HT3 AP 4 AGAJ W4 05 12 R 1-i X4 A —5X6 5X6 Y A i T AS AU AV CE I I '' i ________RI _ I'l BU 1113X6 BR BP BOBN BM ,4X4 4X6 BK Bi BI BH BF BE BO BB —_6X8 12X12 111458 5X10 m5X6 IAZ BA IlI3X6 30108 418 418 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL. 0.00 Enclosure: Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.64 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 309 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W14 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75 wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. 62" 1 514 214 224 4' I 4' 324 1038 15412 176" 19841 2384 2784 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.007 V 999 240 Loc R+ / R- I Rh / Rw /U / RL Lu. NA Cs: NA VERT(CL): 0.016 M 999 180 BU*183 I- I- /164 /48 /10 Snow Duration NA HORZ(LL): 0.027 M - - BK* 196 I- I- /101 /4 I- HORZ(TL): 0.032 M - - BU /-1355 Building Code: Creep Factor: 2.0 BR /-714 CBC 2022 Max TC CSI: 0.248 CE /-113 TPI Std: 2014 Max BC CSI: 0.224 BN 1-104 BM 1-161 Rep Fac Varies by Ld Case Max Web CSI: 0.578 BK /-368 FT/RT:8(0)/10(0) BI 1-170 Plate Type(s). BH 1-325 WAVE VIEW Ver: 23.01.02 0731 17 AZ /-345 Additional Notes Wind reactions based on MWFRS Uplift connections required. See uplifts in R- and U BU Erg Wid = 182 Min Req =- columns of Maximum Reactions table. BK Brg Wid = 188 Min Req = - Bearings BU & BK are a rigid surface. See DWGS Al 1530ENC160118, GBLLET!N0118, & Members not listed have forces less than 375# GABRST1601 18 for gable wind bracing and other requirements Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. In lieu of rigid sheathing laterally brace lower TC with pur1insat24"OC. A-D 1311 -1331 AH-AN 823 -815 D - M 579 -599 AJ-AN 769 -756 M - V 871 -857 AK-AM 746 -739 R-U 670 -696 AM-AO 538 -531 U -AF 658 -658 AO-AS 876 -869 V-AH 819 -812 AU-AV 522 -509 AF-AJ 772 -761 AV-AY 513 -503 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. BU-BR 567 -567 BF-BE 566 -564 BR-BP 680 -676 BE-BD 543 -533 I BO-BK 647 -619 472 -471 T. I BB-BA BJ-BH 402 -376 I Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C 72160 A-BU 1362 -1410 AO-BE 575 -586 7N o. ~' A-BR 1612 -1698 BE-AV 688 -710 * 377 -364 AV-BB 264 -377 BO- R 253 -394 BB-AY 648 -651 E -BO BK-AK 689 -731 AY-AZ 355 -393 CAUfdee AK-BH 576 -622 WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f6'r salety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 63, B7, or 610 as applicable. Aoply plates to each face of'truss and position as 141111611111.1, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i...pi r.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 5- COW-truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pae 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely-tor the design shown. The suitabili and use of is drawing for any sEructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents corn; ICC: iccsafe.orq; AWC: awc org Glenview, IL 60025 SEQN: 23697 / GABL Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520009 T564 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.40268 Page 2 of 2 Truss Label: 1HO / RTT 05/08/2024 Loading Maximum Gable Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Gables Tens.Comp. Gables Tens. Comp. 4577 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and J -CB 70 -418 CX-BD 60 -409 connections are to be designed by Engineer of Record. BP-CB 87 -513 AU-CX 57 -392 Drag Loads: Force(#) (PLF) Mbr Start End AM-AG 82 -525 DB-BA 57 -409 Case 1: 2170 180.00 TC 0.00 12.06 BF-CU 64 -419 2407 180.00 TC 17.50 30.87 4577 148.25 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5' deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psI non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No. C 72160 * CIVI OFCALA VVRNNIN(.j iAV ANL) i-OLLOVV ALL NO I t6 ON I NIZ5 L)i<AWIN1.! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI anSBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face oftruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General INotes page for additional information. ALPINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional engjpeering responsibility solelylor the design shown. The suitabilifçr and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview. IL 60025 Ply 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520009 T537 AVIARA WEST APARTMENTS DrwNo: 12924.1508.32740 Truss Label: 1HP / RTT 05/08/2024 2384 L. 30108 4313 4' 374 418 775 1111 194 418 1"T 3 3513 431 5613 I'll 3X6 (1P v3X4 V 5X6() T3 12 4 ______ AGAJ AH lN14 AK I R I U i CE H III 3X6 BR BP BOBN BM BK BJ 61 4X4 m4X6 4X6 6X10 —12X12 III 3X( - 05 12 5X6 m5X6 AS - AV AS V ~__ I I T AU II BB BA Il3X6 BE BD 30108 418 62" 514 214 224 ' 4 324 418 1038 15412 176' 1984 2384 27'8"4 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL)' 0.007 V 999 240 Loc R+ / R- I Rh / Rw /U I RL BCLL' 0.00 Enclosure: Closed Lu: NA Cs NA VERT(CL): 0.013 L 999 180 BU-183 I- I- /163 /47 /10 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.027 L - - BK* 196 I- I- /100 /4 I- Des Ld: 46.00 EXP:C Kzt:NA HORZ(TL): 0.031 L - - BU /-1327 NCBCLL: 10.00 Mean Height: 24.62 ft Building Code: Creep Factor: 2.0 BR 1-694 Soffit: 2.00 TCDL: 10.8 psI BCDL: 4.8 psI CBC 2022 Max TC CSI: 0.229 CE /-128 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 BN /-104 BM 1-127 Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.567 BK /-379 Loc. from endwall: Any FT/RT8(0)/10(0) BI 1-183 GCpi 0.18 Plate Type(s): BH 1-308 Wind Duration: 1.60 WAVE VIEW Ver: 2301 02.0731 17 AZ /-345 Lumber Additional Notes Wind reactions based on MWFRS Top chord 2x4 DF-L #2(g) T2, Uplift connections required. See uplifts in R- and U BU Brg Wid = 182 Min Req = - T3 2x4 DF-L #1&Bet.(g); columns of Maximum Reactions table. BK Brg Wid = 188 Min Reg = - Bot chord 2x4 DF-L #2(g) See DWGS Al 1530ENC1601 18, GBLLETIN0118, & Bearings BU & BK are a rigid surface. Webs 2x4 DF-L Standard(g) W14 2x4 DF-L #2(g); GABR5T1601 18 for gable wind bracing and other Members not listed have forces less than 375# Lumber shall be dried to a maximum moisture content requirements. Maximum Top Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. In lieu of rigid sheathing laterally brace lower TC with Plating Notes purlins at 24" OC. A - D 1284 -1306 AH-AN 814 -808 D - L 552 -574 AJ-AN 756 -743 Connectors in green lumber (g) designed using J - M 347 -378 AK-AM 749 -743 NDSITPI reduction factors. L-V 859 -851 AM-AO 542 -534 All plates are 1.5X3 except as noted. R - U 668 -693 AO-AS 877 -870 (**) 1 plate(s) require special positioning Refer to U -AF 650 -650 AU-AV 522 509 scaled plate plot details for special positioning V -AH 810 805 AV-AY 512 -502 requirements. AF-AJ 761 -749 Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens Comp TC @ 24" oc. BU-BR 564 -564 BF-BE 566 -564 Wind T. BR-BP 660 -654 BE-BD 538 -529 Wind loads based on MWFRS with additional C&C 470 -469 BO-BK 658 -629 BB-BA member design. J-BH 406 -382 B End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 2167F Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Gable Studs _ A-BU 1334 -1384 AO-BE 570 -581 Gable studs (dashed members) may be installed at 16" A-BR 1581 -1575 BE-AV 688 -711 oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed E-BO 377 -365 AV-BB 264 -377 647 -650 BO- R 269 -410 BB-AY through chord into web & web into chord on one face for a total of (6) staples per connection. 354 -393 BK-AK 694 -735 AY-AZ AK-BH 576 -621 WARNINtj HEAD AND FOLLOW ALL NO I ES ON I HIS L)KAWINGI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face of iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4L.JI ri E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uscoepu, I truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enoinBering responsibility solely or the design shown. The suitabilityand use of is Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 SEQN: 23335 / GABL Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T537 FROM: . Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.32740 Page 2of2 Truss Label: 1HP / RTT 05/08/2024 Loading Maximum Gable Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Gables Tens.Comp. Gables Tens. Comp. 4555 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and J -CB 71 -416 CX-BD 60 -409 connections are to be designed by Engineer of Record. BP-CB 88 -514 AU-CX 57 -392 Drag Loads: Force(#) (PLF) Mbr Start End AH-AG 79 -502 DB-BA 57 -409 Case 1: 2147 180.00 TC 0.00 11.93 BE-CU 64 -418 2407 180.00 TC 17.50 30.87 4555 147.52 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No. C 72160 CIVI OF I N.cPL) MINL) L)LLUVV PLL lL) I c UIN I i1I, LJrVVIINL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing Der BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous Fateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face oltruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawino or cover paae AN — COMPANY listing this drawina' indicates acceptance of professional enaineehng responsibility solely Tor the design shown. The suitabiIif' and use of this 155 Harlem Ave Idrawing for any 56ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents,com; ICC: iccsafe.org; AWC: awc.org GlenviewIL 60025 T. No. C 72160 CIVI OF IF Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure Wind loading based on both gable and hip roof types A-Y 453 -1273 AA-AB 473 -1328 A-X 1318 -483 AB-S 193 -951 X-C 332 -804 N-AC 2231 -2585 C-W 1659 -765 S-AD 4472 -2670 V-H 2163 -1103 AC-S 1680 -1864 V-I 2124-3774 AD-AE 5045 -3083 H - I 1204 -2634 AE-0 5163 -3155 I - J 3476 -1685 0 -AF 1537 -2614 I - U 2542 -1432 AF- R 1555 -2645 J - K 1584 -3265 R - P 4540 -2629 U-K 2111 -3670 P-Q 1479 -2801 L-AA 460 -1350 Ply: 2 Job Number: R3444W_DV Gust: R 6852 JRef 1XZ068520009 T538 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.35567 Truss Label: 1HQ / RTT 05/08/2024 __________________________ 2 Complete Trusses Required w10 12 418 59 8108 1327 1541) 176 19'84 23312 27)14 30708 418 1711 315 4•0'15 225 214 21'4 3512 448 324 I 12 40)1"— liii 5X3 X4rT~7 T 12iI C6X6 M 05— -6X10 P 1.5X3 14 El X liii 5X3 51 W V U 1 S"U " 6 11)1 X8 V406 4X6 8X12 i2Xi2 1)10012 52_0X6 6X10 I3X10 4)8 67 574 274 674 311 374 4 18 1038 15412 176 2374 2784 30108 1684 I 378 I 7612 198 i 788 I 3512 - Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h12 Spacing: 24.0 " C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #i&Bet.(g) Ti 2x4 DF-L #2(g); T4 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) 61, 82 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) Wi 1,W18, W20 2x4 DF-L #2(g); W17 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Snow Criteria (Pg,Pf irs PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.586 G 632 240 Loc R+ I R- I Rh I Rw /U I RL Lu: NA Cs: NA VERT(CL): 0.739 G 501 180 Y 2627 I- /2500 /936 /910 /1941 Snow Duration: NA HORZ(LL): 0.181 B - - 0 5242 /-2381 I- /2968 /2951 I- HORZ(TL): 0.229 B - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 Y Brg Wid = 5.5 Min Req = 1.5 (Truss) CBC 2022 Max TIC CSI: 0.722 Q Brg Wid = 4.0 Min Req = 2.8 (Truss) TPI Std: 2014 Max BC CSI 0.646 Bearing 0 is rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.872 Bearing Y Fcperp = 625p5i FTIRT8(0)110(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Cot WAVE, HS VIEW Ver: 23.01.02.0731.17 A-R 41R-1147 (-H 180 -71! Plating Notes Connectors in green lumber (g) designed using C - ID 844 -1819 I - K 2412 -4540 NDS/TPI reduction factors. D - F 857 -1827 K - N 5086 -8549 All plates are 3X4 except as noted. E - G 372 -1025 N-0 5028 -8438 (**) 1 plate(s) require special positioning. Refer to F - G 1036 -1979 0- P 2122 -3668 scaled plate plot details for special positioning requirements. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins Y-X 1254 -1244 U-T 8657 -4652 In lieu of structural panels use purlins to brace all flat X-W 1718 -869 8628 -4649 T-S TC @24 oc. W - V 2771 -1194 S - R 4103 -2381 V-U 5879-3058 Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp WAKNINL KAL) AND ULLUW ALL ND I tb UN i Nib Dt-(AWINUI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) f6r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General L.Pi rJ E Notes page for additional information. Alpine a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN nco,ry truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sthicture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.o!fl Glenview, IL 60025 SEQN. 23337 / MONO Ply' 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 1538 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.150835567 Page 2 of 2 Truss Label: 1HQ / RTT 05/08/2024 Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.=1.25) TC: From 38 plf at 0.00 to 38 plf at 3.02 TC: From 40 plf at 0.00 to 40 plf at 30.88 TC: From 36 plf at 3.02 to 36 plf at 8.12 TC: From 38 plf at 8.12 to 38 plf at 19.83 TC: From 36 plf at 19.83 to 36 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: +/-625 lb Conc. Load at (27.5420.77) PL: +1-625 lbConc. Load at (19.65,21.12) PL - +1-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] No.0 72160 OF WAKNIN(i t<AD AND -OLLOW ALL NO I bS ON I tliS LINAWiNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locaticns shown for,permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuildingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this HarlemAve drawing for any sftucture is the responsibility of the Building mesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.0rg Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T539 AVIARA WEST APARTMENTS DrwNo 12924.1508 38159 Truss Label: 1HR / RTT 05/08/2024 I 2 Complete Trusses Required 12 403 yis 917 1374 1103 176" 1584 273"12 2764 30106 403 41715 4513 415 214 224 3512 448 324 5626 1.5X47i 12 114X6 05 X3 12 c III Q1111.5X3 6X1 0 6x8 T6R S ABM 61 72 T3 I AJ X8 54X6 06 8X12 12X12 lIL10X12 E2625O5) 63X6X10 1113211 Ii4X8 6X8 1i1553 3312 51112 5'14 214 634 311!! 3!!!4 3312 1038 15412 176 2384 2784 30108 3r8 i 7612 786 I 3'5"12- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.554 P 668 240 Loc R+ I R- I Rh I Rw /U / RL BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.700 P 529 180 AC 2627 I- /2500 /936 /910 /1941 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.184 B - - T 5242 /-2381 I- /2968 /2951 I- EXP: C Kzt: NA Des Ld: 46 00 -IORZ(TL): 0.233 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AC Brg Wid = 5.5 Min Reg = 1.5 (Truss) TCDL. 108 psf Soffit: 2.00 CBC 2022 Max TIC CSI: 0.724 T Big Wid = 4.0 Mm Reg = 2.8 (Truss) BCDL 4 8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.646 Bearing T is a rigid surface. Bearing AC Fcperp = 625p5i Spacing. 24.0" C&C Dist . 3.09 ft Rep Fac: Varies by Lid Case Max Web CSI: 0.873 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration. 1.60 WAVE, HS VIEW Ver: 2301.02.0731.17 A-B 430-1180 l-J 398 -1( Lumber Plating Notes B - C 377 -1050 J - K 1355 - 2L_ Topchord 2x4 DF-L #2(g) T2, Connectors in green lumber (g) designed using C - F 387 -1041 K - M 751 -1562 T3 2x4 DF-L #1&Bet.(g), T6 2x6 DF-L SS(g); NDS/TPI reduction factors. D - E 876 -1947 L - N 2383 -4447 Bot chord 2x10 DF-L #2(g) Bi All plates are 3X4 except as noted. E - G 811 -1713 N - Q 5086 -8549 B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W13,W20, 2 plate(s) require special positioning. Refer to F - I 426 1186 Q - R 5029 -8439 W22 2x4 DF-L #2(g); W19 2x6 DF-L #2(g); scaled plate plot details for special positioning G - H 936 -1690 R - S 2122 -3868 requirements. H - J 999 -1832 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Purlins Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0. 131 "x3", mm. nails In lieu of structural panels use purlins to brace all flat AC-AB 1252 -1248 Y-X 5827 -3041 Top Chord: 1 Row @12.00" o.c. TIC @24"oc. AB-AA 1695 -877 X-W 8654 -4652 Bot Chord. 1 Row @ 7.75' o.c. Laterally brace bottom chord above filler with purlins PA- Z 1725 -865 W - V 8626 -4648 Webs :1 Row @ 4" o.c. at 24" OC. Use equal spacing between rows and stagger nails Z - Y 2870 -1218 V - U 4103 -2381 in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-AC 501 -1404 O-AE 460 -1349 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity A -AB 1474 -545 D489-1265 -AA AE-AF AF -V 472 -1326 192 -949 loads. D-Z 1741 -801 Q-AG 2231 -2586 Truss checked for 250# movable concentrated load E-F 149 -543 V-PH 4472 -2670 along Bottom Chord, nonconcurrent with design G-Y 99 -445 AG-V 1680 -1964 gravity loads. No. C 72160 Y - K 2323 -1150 AH-Al 5046 -3083 Wind Y-L 2148 -3842 AI-R 5164 -3155 Wind loads based on MWFRS with additional C&C K-L 1103 -2331 R-AJ 1537 -2615 member design. L - M 3216 -1596 AJ- U 1555 -2645 End verticals not exposed to wind pressure. 4540 -2629 L-X 2596-1450 U-S M - N 1612 -3349 S - T 1479 -2601 Wind loading based on both gable and hip roof types X-N 2132 -3737 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 L....FI ri E I Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unr,wcosrrurs I truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of 155 Harlem Ave I drawing for any st"r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec 2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.ora; AWC: awc.orq Glenview, IL 60025 SEQN; 23341 / MONO Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T539 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.150838159 Page 2 of 2 Truss Label: 1HR / RTT 05/08/2024 Special loads (Lumber Dur.Fac.1.60 / Plate Dur.Fac.=1.25) TC: From 38 p11 at 0.00 to 38 plf at 3.02 TC: From 40 p11 at 0.00 to 40 p11 at 30.88 TC: From 36 plf at 3.02 to 36 p11 at 8.12 TC: From 38 p11 at 8.12 to 38 plf at 19.83 TC: From 36 p11 at 19.83 to 36 plf at 30.88 BC: From 16 p11 at 0.00 to 16 plf at 30.88 PLB: +/-625 lb Conc. Load at (27.5420.77) PL: +/-625 lb Conc. Load at (19.65,21.12) PL - +/-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] rctt PdNL) LiLLUVV ALL NU I tb UN I UJWVIN1j! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. Alpine, a division of ITW Build ingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ALPINE truss in conformance with ANSI ITPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paqe listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520009 T540 AVIARA WEST APARTMENTS DrwNo 12924150831015 Truss Label: 1HS / RU 05/08/2024 418 1910' 235 24" 110" 6117 111112 1623 176" 2384 2784 30108 110" 2915 505 427 1313 3104 4' 324 ~o3X4 3X4 \\\6X6 liii 5X4(") 55X6 MN 5x T II13X4 4X4 4X6 6X8 e12X12 iL4X8 5Xl0 5X6 I1I3X6 i:4x4 114X6 5X6 A 30108 A 1112 62' 514 214 224 4' 4' 324 1038 15412 176" 19841 2384 2784 30108 21112 418 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct' NA CAT. NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18,00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.278 F 999 240 Loc R+ I R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.646 F 573 180 AD 1438 I- I- /836 I- /141 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.098 B - - U 1431 I- I- /829 I- I- Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.229 B - - Wind reactions based on MWFRS NCBCLL: io.00 Mean Height: 24.55 ft Building Code: Creep Factor: 2.0 AD Brg Wid = 5.5 Min Reg = 1.5 (Truss) Soffit: 2,00 TCDL: 10.8 psf CBC 2022 Max TC CSI' 0.652 U Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL' 48 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.929 Bearing U is a rigid surface. Bearing AD Fcperp = 625psi. Spacing: 24.0 " C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.962 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 2301 02 0731.17 A-B 61 -508 J - K 477 -i Lumber Wind B-C 168 -1500 L-M 271 Top chord 2x4 DF-L #2(g) T2, Wind loads based on MWFRS with additional C&C C - F 151 -1408 M - N 109 -1031 T3 2x4 DF-L #1&Bet.(g); member design, 0 - E 91 -1267 N -0 164 -1228 Bot chord 2x4 DF-L #2(g) End verticals not exposed to wind pressure. E - G 46 -1058 0 - P 722 -4843 Webs 2x4 DF-L Standard(g) W17 2x4 DF-L #2(g); Wind loading based on both gable and hip roof types. F - H 216 -1573 P - R 570 3674 Lumber shall be dried to a maximum moisture content G - I 0 -717 R -5 577 -3675 of 19% prior to installation. H - L 274 -1559 5- T 282 -1748 Bracing l - J 0 -628 (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AC-AB 544 -248 Y-X 3215 -499 Connectors in green lumber (g) designed using AB-AA 1675 -375 X - W 4970 -770 NDS/TPI reduction factors. AA-Z 2509 -407 W-V 1904 -316 All plates are 1.5X3 except as noted. Z - Y 3190 -496 (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs) requirements. to Webs Tens.Comp. Webs Tens. Comp. Loading Bottom for 10.00 T. 552 -97 A-AD 145-1427 A-AC 1296 -122 J-0 K-L 193 -1385 chord checked psf non-concurrent live load. AC-B 115-1170 N-O 126 -680 Truss checked for 250# movable concentrated load C77 2135 -322 B-AB 1649 -164 O-X along Bottom Chord, nonconcurrent with design AB-D 196-1320 2673 -388fl 0-0 gravity loads. D-AA 938 -29 X-P 261 -1454 C-D 126 -537 P-Q 323 -2117 Purlins E-F 104 -523 P-VV 207 -1476 In lieu of structural panels use purlins to brace all flat TC 24' CIVIII H 2059 -317 G-Z 144 -795 - I 139 -498 W-S S-V 263 -1317 @ oc, Z-J 1758 -239 V-T 2208 -359 In lieu of rigid sheathing laterally brace lower TC with Z-0 284-1824 T-U 249 -1408 purlins at 24" OC. 05 24 VVAKNINti' i-(AU ANI) i-OLLOVV ALL NO i 1=6 ON i H16 Ui<AVViNO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI ana'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inIalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of'truss and position as 10111196114, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i.....Pi ri E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be resøonsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solelyIor the design shown. The suitability and use of 155 Harlem Ave drawing for any srr'ucture is the responsibility of the BuildingDesigner per ANSIITPI 1 S.. 2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC' iccsafe.org; AWC: awc org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTiRT:8(0)110(0) Plate Type(s): Defl1CSl Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.563 R 657 240 VERT(CL): 0.711 R 521 180 HORZ(LL): 0.166 B - - HORZ(TL): 0.209 B - - Creep Factor: 2.0 Max TIC CSI: 0.729 Max BC CSI: 0.647 Max Web CSI: 0.873 Ply: 2 Job Number: R3444W0V Cust: R 6852 JRef: 1 XZ068520009 1495 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.34863 Truss Label: 1HT / RU 05/08/2024 I .> 2 Complete Trusses Required l'O"S 476 5l1l 111112 612 7703 1)6 1F'l 23312 2774 S0I08 103 315 iioi 607 4 487 513 LiZ 5512 445 524 T2 I'I 61 As IM ~04 12 ml 505 6XlO S 5 AS Z V " X"L' W 8Xi2 10Xi0 810X12 62 :306 sxio 606 87500 _.95 I T T :7 ic-I I 340 OZ 514 214 634 VII' 024 416 lOS'S IS'4"12 76' 2484 2764 SOlO'S 37'•6 J 7612 6564 i T68 I 3512 -H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); T6 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W14,W21, W23 2x4 DF-L #2(g); W20 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131"x3", mm. nails Top Chord: 1 Row @12,00 o.c. Bot Chord: 1 Row @ 77511 o.c. Webs : 1 Row @ 411 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ver: 23.01 .02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 2411 OC. I No.0 72160 I CIVII OF C A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- IRh /Rw /U /RL AE 2627 I- /2500 /936 /910 /1941 V 5242 /-2381 I- /2968 /2951 Wind reactions reactions based on MWFRS AE Big Wid = 5.5 Min Reg = 1.5 (Truss) V Brg Wid = 4.0 Min Reg = 2.8 (Truss) Bearing V is a rigid surface. Bearing AE Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-C 583-1570 K-N 419 -218 C-F 543-1440 L-O 544 -1437 D-E 708-1540 M-P 2335 -4315 E-G 651-1362 N-0 1309 -499 F-H 586-1578 P-S 5086 -8550 G-1 729 -1200 S-T 5029 -8440 H-L 588-1574 T-U 2122 -3868 l-J 720-1143 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AE-AD 1262 -1232 AA- Z 5656 -2978 AD-AC 1267 -1225 Z-Y 8645 -4648 AC-AB 1966 -811 Y-X 8617 -4645 AB-AA 2837 -1199 X-W 4103 -2381 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AD-B 495-1369 Z-P 2213 -3953 B-AC 2203 -820 Q-AG 465 -1349 AC- D 550 -1385 AG-AH 472 -1320 D -AB 1068 -548 AH- X 192 -944 C-D 129 -440 S-Al 2231 -2589 E - F 127 -401 X-AJ 4472 -2671 G-AA 81 -476 Al-X 1680 -1956 AA- J 2464 -1198 AJ-AK 5047 -3084 AA-M 2155-3860 AK-T 5165 -3156 J - M 994 -2033 1-AL 1537 -2615 K-L 616 -268 AL-W 1555 -2645 M-N 3078-1546 W-U 4540 -2629 M-Z 2742 -1504 U-V 1479 -2601 N - P 1588-3290 vvpsr..r41rm8., IP5L.2 45iNL) rULLUVV MILL i'.JLJ I MO LIIN 11110 L8rc/svvIINL, inland Empire Truss **lMPTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing Der BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiIin. Locations shown for oermanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing ins2alled on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina' indicates, acceptance of professional enjpeering responsibility solely-for the design shown. The suitabilifçi and use ofs 155 Harlem Ave drawing for any srructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpmnst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 23153 I MONO Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520009 T495 FROM: Qty AVIARA WEST APARTMENTS DrwNo: 129.24.1505.34863 Page 2 of 2 Truss Label: 1HT / RU 05/08/2024 Special loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) TC: From 38 p11 at 0.00 to 38 p11 at 3.02 TC: From 40 plf at 0.00 to 40 plf at 30.88 TC: From 36 plf at 3.02 to 36 plf at 8.12 TC: From 38 p11 at 8.12 to 38 plf at 19.83 TC: From 36 p11 at 19.83 to 36 p11 at 30.88 BC: From 16 p11 at 0.00 to 16 p11 at 30.88 PLB: +1-625 lb Conc. Load at (27.54,20.77) PL: +1-625 lb Conc. Load at (19.65,21.12) PL - +/-2500 lb Conc. Load at (23.54,20.77)[0.0 deg] No.0 72160 j) OF CAUV: WAKNIN AL) PNU i-OLLOW ALL NO I tti ON I HIZj Ui-(AVViNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly aftached rigid.ceiing. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSIITPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.orq: SBCA: sbcacomponents.com: ICC: iccsafe.ora; AWC: awc.ora Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT: 8(0)110(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.543 R 682 240 VERT(CL): 0.685 R 540 180 HORZ(LL). 0.175 B - - HORZ(TL): 0.220 B - - Creep Factor: 2.0 Max TC CSI: 0.725 Max BC CSI: 0.646 Max Web CSI: 0.873 72160 CIVIi- OF IF Ply: 2 Job Number: R3444W_DV Cust: R 6652 JRef: 1X7068520009 T494 AVIARA WEST APARTMENTS DrwNo: 129 24.150830389 Truss Label: 1HU / RTT 05/08/2024 __________________________ 2 Complete Trusses Required 303 30_S 71111 71,7772 370_S 40'7 ~271' F1121 3"02 0T0 7984 1 2S'O3 224 24072 2784 30708 3'012 44"8 424 1.5X4 0 1211 S T6 -6X1 To u T6 T I5II iI W2 __Av 1110X8 84X4 4X8 4X6 BXl2 1GX10 8700 _____ x' 1113410 A 0010,5 lo To I I 21' :0_4~24 I I 378 I I 790_4 I 19'8"4 780 10'i2 —I Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.55 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1 &Bet.(g); T6 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g)B1, B2 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g W15,W22, W24 2x4 DF-L #2(g); W21 2x6 DF-L #2(9); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7750 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcu -rent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Wind loading based on bothi gable and hip roof types. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- IRh IRw /U IRL AE 2627 I- /2500 /936 /910 /1941 V 5242 1-2381 I- /2968 /2951 Wind reactions reactions based on MWFRS AE Brg Wid = 5.5 Min Reg = 1.5 (Truss) V Brg Wid = 4.0 Min Reg = 2.8 (Truss) Bearing V is a rigid surface. Bearing AE Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 304 -850 J - L 941 -1693 B-C 470 -1271 K-M 446 -1203 C - F 451 -1213 L-M 412 -466 D-E 804-1765 M-0 738 -1519 E-G 759-1611 N-P 2354 -4369 F-H 478-1304 P-S 5086 -8549 G-1 869-1541 S-T 5029 -8439 H-K 486-1323 T-U 2122 -3668 l-J 856-1484 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AE-AD 1251 -1248 AA-Z 5781 -3025 AD-AC 1606 -899 Z - Y 8652 -4651 AC-AB 1822 -844 Y - X 8623 -4647 AB-AA 2871 -1214 X-W 4103 -2381 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AE 466-1320 0-P 1636 -3416 A-AD 1278 -464 Z-P 2153 -3794 AD-B 309 -812 Q-AG 462 -1349 B-AC 1289 -496 AG-AH 472 -1324 AC- D 560 -1399 AH-X 192 -948 D -AB 1491 -704 S -Al 2231 -2587 C-D 114 -410 X-AJ 4472 -2670 G-AA 72 -459 Al-X 1680 -1965 J - K 551 -225 AJ-AK 5046 -3083 AA-L 2413 -1182 AK-T 5164 -3155 AA-N 2160-3871 T-AL 1537 -2615 L-N 1026 -2125 AL-W 1555 -2645 N-0 3041-1529 W-U 4540 -2629 VIEW Ver: 23.01.02.0731.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Laterally brace bottom chord above filler with purlins at 24" OC. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) th'r sa,ety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 87, or B10, as applicable Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I —co—truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Build ingiDesigner per ANSlPl 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 23149 / MONO Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T494 FROM; Qty: AVIARA WEST APARTMENTS DrwNo; 12924.1508.30389 Page 2 of 2 Truss Label: 1HU / PIT 05/08/2024 Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC; From 38 plf at 0.00 to 38 p11 at 3.02 IC; From 40 p11 at 0.00 to 40 p11 at 30.88 IC; From 36 pIt at 3.02 to 36 p11 at 8.12 IC; From 38 p11 at 8.12 to 38 p11 at 19.83 IC; From 36 p11 at 19.83 to 36 p11 at 30.88 BC; From 16 p11 at 0.00 to 16 p11 at 30.88 PLB; +1-625 lb Conc. Load at (27.5420.77) PL; +/-625 lb Conc. Load at (19.6521.12) PL - +/-2500 lb Conc. Load at (23,54,20.77)(0.0 deg] (frT. ~10, k':A Tx 1901" I No.0 72160 1 CIVIL- OF VVAKNINj L/\U ,SNU i-ULLUVV ALL NI) I to UN I HI UKAVVINU Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 82571 Component Safety Information by TPI an8'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary, emporary (951)300.1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. ADpIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Refer to job's General ,i ii E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 55irwCOMPANY truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enneering responsibility solely-for the design shown. The suitabili and use of 155 Harlem Ave drawing for any st'r' aiucture is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; [CC: iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1XZ068520009 T493 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.43378 Truss Label: 1HV / RU 05/08/2024 508 65 418 503 1017 1303 154"1Z 176" 1910" 2384 2784 30108 4'1"8 1 5015 21012 249 214 24" 3'1O"4 4 3'2"4 6X6 12 P o 3X4 1114X6 C- A 5X6 5X6 I AB Z Xw v u r9 AA I1 III3X4 4X4 --4X6 m6X8 m12X12 II14X8 m5X10 m5X6 1113X6 m4X6 m5X6 30108 418 62" 514 214 6' 224 4' 4' 324 418 1038 15412 17 19841 2384 2784 30108 Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.238 P 999 240 Loc R+ / R- / Rh ' / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.545 P 679 180 AB 1446 I- I- /837 I- /141 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 B - - T 1433 1- I- /828 I- I- EXP: C Kzt: NA Des Ld 00 Mean Height: 24.55 ft -tORZ(TL): 0.154 B - - Wind reactions based on MWFRS : 46. NCBCLL: 10.00 TCDL: 10.8 psI Building Code: Creep Factor: 2.0 AB Brg Wid = 5.5 Min Req = 1.5 (Truss) Soffit: 2.00 BCDL 48 psf CBC 2022 Max TC CSI: 0.400 T Brg Wid = 4.0 Mm Req = 1.5 (Truss) Bearing T is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.930 Bearing AB Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 143-1242 J - K 163 -937 Lumber B-E 177-1166 K-L 243 -2138 Top chord 2x4 DF-L #2(g) T2, C-D 115 -1453 L-M 135 -1232 T32x4DF-L#1&Bet.(g), D-G 117 -1469 M-P 166 -1199 Bot chord 2x4 DF-L #2(g) E - F 171 -1134 N -0 748 -4858 Webs 2x4 DF-L Standard(g' W15 2x4 DF-L #2(g); F - J 162 -1033 0- Q 585 -3679 Lumber shall be dried to a maximum moisture content G - H 111 -1297 0- R 592 -3679 of 19% prior to installation. H - I 102 -1255 R - S 288 -1750 Plating Notes I - K 122-1374 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. AA-Z 1156 -291 X-W 3304 -532 Loading Z-Y 2493 -405 W-V 4978 -794 Bottom chord checked for 10.00 psf non-concurrent V - X 3280 -529 V - U 1908 -323 live load. Truss checked for 250# movable concentrated load Maximum Web Forces Per Ply (Ibs) along Bottom Chord, nonconcurrent with design Webs Tens.Comp. Webs Tens. Comp gravity loads. SS10 A-AB 144-1424 N-W 2037 -312 Purlins T. A-AA 1432 -126 N-P 2599 -391 In lieu of structural panels use purlins to brace all flat AA- C 132 -800 W-0 254 -1385 TC @ 24" oc. C-Z 1397 -112 0-P 322 -2051 F-H 193 -733 0-V 218 -1480 Wind G-V 120 -533 V-R 2072 -327 Wind loads based on MWFRS with additional C&C member design. V-N 269 -1628 u-S 2210 -367 No. C 72160 Y-L 1452 -197 R-U 268 -1318 End verticals not exposed tc wind pressure. L-N 280-1925 S-T 254 -1408 Wind loading based on both gable and hip roof types. In lieu of rigid sheathing laterally brace lower TC with purlins at 24" OC. 01r CA10 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information b TPI an a 'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noet otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceiIin. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildinComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI, P1 1 or for handling, shipping, installation and bracing of trusses. A seat on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibilit solely Tor the design shown. The suitabilifçr and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/T, Ii Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: ccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520009 T492 AVIARA WEST APARTMENTS DrwNo: 129.24.1508 34322 Truss Label: 1HW / RU 05/08/2024 176' 214 418 603 1357 15'4"1 1910 2384 2784 30108 418 11011 754 1l1 24' 3104 4' 324 6X6 E T3 W1 A 5X6 5X6 1113X4 o04 4X6 m6X8 m12X12 1114X8 m5X10 m5X6 Ii3X6 4X6 m5X6 418 62" 30108 514 214 224 ' ' 324 418 1038 15412 176" 1984 2384 2784 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.297 G 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.691 G 535 180 X 1446 I- /- /837 /- /137 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.093 B - - P 1433 /- /- /828 /5 /- EXPC Kzt:NA Des Ld: 46.00 ________________ HORZ(TL): 0.216 B - - Wind reactions based on MWFRS Mean Height: 24.55 ft NCBCLL 10.00 Building Code: Creep Factor: 2.0 X Brg Wid = 5.5 Min Reg = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.804 P Brg Wid = 4.0 Mm Reg = 1.5 (Truss) BCDL: 4.8 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.930 Bearing P is a rigid surface. Bearing X Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.898 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 153-1229 H - I 160 -1 Lumber B-E 182-1133 I - L 175 -1'..... Top chord 2x4 DF-L #2(g)T2, C - D 115 -1351 J - K 809 -4860 T3 2x4 DF-L #1 &Bet.(g); D - F 100 -1320 K - M 622 -3679 Bot chord 2x4 DF-L #2(g) E - G 186 -1103 M - N 630 -3679 Webs 2x4 DF-L Standard(g) W13 2x4 DF-L #2(g); F - G 116 -1266 N-0 303 -1750 Lumber shall be dried to a maximum moisture content G - H 272 -2165 of 19% prior to installation Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors W-V 1185 -307 T-S 3328 -584 All plates are 1.5X3 except as noted. V - U 2335 -401 S - R 4979 -855 U-T 3305 -580 R-Q 1906 -339 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Wind No. C 72160 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. %CIVI , In lieu of rigid sheathing laterally brace lower TC with OF IF purlins at 24" OC. A-X 159-1416 J - L 2548 -415 A-W 1410 -133 S - K 263 -1366 W-C 140 -802 K-L 345 -2032 C-V 1210 -91 K-R 245 -1480 U-H 1256 -161 R-N 2072 -352 U-J 274-1579 N-Q 280 -1318 H - J 356 -2094 Q-0 2210 -386 J-S 2007 -323 0-P 265 -1408 "VVAKNIN(i I<AU ANL) hOLLOW ALL Ni.) i bS ON i I1Ii Lfr<AWiNOl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous materal restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable AopIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 I.....FD ri E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the nsrrwcnepasv truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabiIi and use of this drawing for any sfr'ucture is the responsibility of the Build ing"'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520009 T491 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.32930 Truss Label: 1 H / RTT 05/08/2024 31111 7' 1038 11'4'15 15412 176" 1910" 2384 2784 30108 31111 305 338 1'1'7 31113 214 24" 3104 4' 3.2.4 6x6 12 5X6 1113X6 o 3X4 E F G 5X6 5X6 \\\4rX4] LH T D; t7 1113X4 4X6 e4X6 6X8 m12X12 11108 m5X10 5X6 11I3X6 4X6 5X6 30108 1014 62" 514 224 4' 4' 324 I I 334 418 10'3"8 15412 Ni_'17 1984 2384 2784 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.255 M 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.584 M 633 180 Z 1436 /- I- /836 I- /137 BCDL: 8.00 Risk category. 11 Snow Duration: NA HORZ(LL): 0.071 B - - 0 1429 I- I- /829 /6 I- Des Ld: 46.00 EXP: C Kzt: NA IORZ(TL): 0.165 B - - Wind reactions based on MWFRS Mean Height: 24.55 It NCBCLL. 10.00 Building Code: Creep Factor: 2.0 Z Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.584 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.927 Bearing Q is a rigid surface. Bearing Z Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 It Rep Fac: Varies by Ld Case Max Web CSI: 0.896 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 153-1193 H - I 278 -2250 Lumber B-C 153 -943 l-J 154 -1237 Top chord 2x4 CF-L#2(g) C - E 158 -1103 J - M 181 -1199 Bot chord 2x4 DF-L #2(g) D - F 163 -1720 K - L 804 -4838 Webs 2x4 DF-L Standard(g) W14 2x4 DF-L #2(g); E - H 157 -1099 L - N 620 -3667 Lumber shall be dried to a maximum moisture content F - G 158 -1622 N -0 627 -3668 of 19% prior to installation. G - H 120 -1323 0 -P 302 -1745 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens Comp NDS/TPI reduction factors. All plates are 1.5X3 except as noted. V - X 1111 -300 U - T 3279 -573 X-W 1125 -301 T-S 4959 -851 Loading W-V 2689 -468 S-R 1901 -338 Bottom chord checked for 10.00 psf non-concurrent V - U 3256 569 live load. Truss checked for 250# movable concentrated load Maximum Web Forces Per Ply (Ibs) along Bottom Chord, nonconcurrent with design Webs Tens.Comp. Webs Tens. Comp. gravity loads. A-Z 176-1499 K-T 2042 -331 Purlins A-V 1493 -149 K-M 2600 -425 In lieu of structural panels use purlins to brace all flat 268 -1391 C - D 548 0 T-L D - X 159 -632 L - M 349 -2052 TC @ 24" oc. D-W 1608 -166 L-S 243 -1471 Wind G-V 123 -736 S-O 2064 -350 Wind loads based on MWFRS with additional C&C 279 -1315 V-I 1561 -220 O-R member design. No. C 72160 V-K 279-1606 R-P 2204 -385 End verticals not exposed towind pressure. I - K 317-1908 P-0 264 -1404 Wind loading based on both gable and hip roof types, In lieu of rigid sheathing laterally brace lower TC with civii- \J purlins at 24" OC. OF CALLSIF -'VVAKNINU^^ -(LAL) P,NU t-ULLUVV ALL NU i tti UN i Nib L)I<AVVIN(j! **PORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building inland Empire Truss 275 West Rider St Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom have (951)300-1758 per noted otherwise, chord shall properly attached structural sheathing and chord shall a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face ofruss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this 1rawin9 or cover paoe usrruCOMPANY 155 Harlem Ave Ilisting this drawina indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitability and use of this any sFr'ucture responsibility of per North Building, 4th Floor Idrawing for is the the BuildingDesigner ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520009 1490 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.38764 Truss Label: 1HY / RTT 05/08/2024 310 11111 9415 1514 176" 2118 234"1 27412 30108 5615 585 2412 2108 234 I 3512 \03X8 12 4 E T \04X8 3X4 4 0.5 12 \54X4 B c T T X8 AA IN ZA ::u TKL:T44 m5Q ,8 1113X4 4X4 m4X4 6X10 8Xl0 3X4 5X10 5X6 III3X6 III4X4 III06 m3X4 30108 658 4912 214 224 4 30 4 108 3512 1 1038 'Y 1514 17281 194"1 23412 27412 2612 310 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL). 0.292 M 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu NA Cs NA VERT(CL): 0.678 M 546 180 Z 1433 I- I- /832 I- /115 BCDL: 8.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.084 B - - 0 1428 I- I- /827 I- I- EXP: C Kzt: NA -IORZ(TL) 0.196 B - - Des Ld: 4600 Wind reactions based on MWFRS Mean Height: 24.28 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Z Brg Wid 5.5 Mm Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.888 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 48 pat Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.806 Bearing 0 is a rigid surface. Bearing Z Fcperp = 625p5i. Spacing: 24.0 C&C Dist a. 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.929 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Vr 23.01.02.0731.17 Lumber A-B 72 -548 H-J 113 -t I-K 697 Top chord 2x4 DF-L#2(g) B-C 1 92 -1472 C - E 191 -1436 J - M 113 -807 T4 2x4 DF-L #1&Bet.(g); D - E 128 -1451 K - L 613 -3809 Bot chord 2x4 DF-L #2(g) E - F 297 -2749 L - N 604 -3740 Webs 2x4 DF-L Standard(g) F-G 288 -2281 N-0 614 -3762 Lumber shall be dried to a maximum moisture content G - H 106 -896 0 - P 288 -1725 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens. Comp. Chords Tens.Comp. NDSITPI reduction factors. Y - X 581 -222 U -1 3899 -606 All plates are 1.5X3 except as noted. X - W 1577 -345 T - S 4412 -723 W-V 2794 -452 S - R 1879 -322 Loading V-U 3866 -660 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. OFESSI A-Z 160 -1417 I-AA 1201 -161 ' A-Y 1286 -136 l-T 723 -65 Purlins T. Y - B 131 -1160 AA- M 1164 -162 In lieu of structural panels use purlins to brace all flat T-K 76 -375 B-X 1604 -193 TC @ 24" oc. X-D 217-1282 K-S 114 -849 D-W 1239 -105 L-M 167 -999 Wind 760 C-D 140 -451 N-S 174 -738 Wind loads based on MWFRS with additional C&C S-O 2197 -353 F-V 132 -883 member design. V-G 2287 -340 O-R 267 -1294 End verticals not exposed to wind pressure. R-P 2179 -366 V-I 438-2485 Wind loading based on both gable and hip roof types. P-Q 256 -1405 G I 414-2454 In lieu of rigid sheathing laterally brace lower TC with OF C=ALAV; purlins at 24 OC. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) f6'r safety practices prior to performing these functions. Installers shall provide of BCSI (Building temporary. Perris CA 92571 (951)300-1758 bracing per BCSI Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for lateral restraint of webs shall have continuous rateral restraint (CLR), installed with permanent diagonal bracing installed on the CLR per BCSI sections 63, 67, or 610 as applicable Aoply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to jobs General L....PI r\J E .i Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa ae listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave North Building, 4th Floor ""Designer drawing for any structure is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I 13111 52" 1 8105 2405 2708 11 52" 303 0 3X8 4X6 W3X4 71111 71111 0 EH0308 2708 11 SEQN: 23161 CHIP Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520009 T496 FROM: AVIARA WEST APARTMENTS DrwNo: 129.24.1939.12040 Truss Label: 1JA / RTT 05/08/2024 I 2 Complete Trusses Required 5615 5811 13111 18105 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.116 K 999 240 Lu: NA Cs: NA VERT(CL): 0.278 K 999 180 Snow Duration: NA HORZ(LL): 0.033 G - HORZ(TL): 0.080 G - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.785 TPI Std: 2014 Max BC CSI: 0.777 Rep Fac: No Max Web CSI: 0.774 FT/RT:8(0)/10(0) Plate Type(s): _____________ VIEW Ver: 23.01.02.0731.17 IAIA\/F= u 7612 7612 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.16 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCD_ 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131"x3", mm. nails Top Chord: 1 Row @6.00' o.c. Bot Chord. 1 Row @12.00 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting-. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed tc wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24' oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHlP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T. TA No.0 72160 OFc M 3202 /- 1- /351 I- I- G 3873 /- /- /340 I- /- Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.7 (Truss) G Brg Wid = 4.0 Min Req = 2.1 (Truss) Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0-2612 D-E 0 -1180 A-B 0-2787 E-F 0 -1238 C-D 0-2928 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. L-K 3385 0 J-I 3385 0 K-J 3385 0 I - H 2894 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-M 0-1521 1-0 465 0 A-L 2615 0 D-H 0 -2103 L-C 0 -947 H-F 1905 0 C - I 0 -557 F-G 0 -1924 5615 274 2454 270'S A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw IU /RL I VVKNINU N,P,U /NU ULLL)VV ALL NW I tb UN I 1-11b UkVVINi! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) for satety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly attacheo rigid ceilina. Locatic.ns shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with Idiagonal bracing intaIIed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of'truss nd position as Ish 1.411611111 own above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A LPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawin9 or cover paae Ilisting this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sfr'ucture is the responsibility of the Buildingijesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R 6852 JRef 1X7068520009 T497 AVIARA WEST APARTMENTS DrwNo: 12924.1508.36192 Truss Label: 1JB / RTT 05/08/2024 496 91111 16' 2205 2708 496 525 605 605 503 3X8 3X4 G 2708 496 654 654 1 474 9612 16' 2254 2708 Snow Criteria (PgPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# Gravity Non-Gravity Pt. NA Ce: NA VERT(LL): 0.060 I 999 240 Loc R+ / R- / Rh / Rw /U / RL M 1324 I- I- /782 I- /70 Lu: NA Cs: NA VERT(CL): 0.147 I 999 180 Snow Duration: NA HORZ(LL): 0.020 G - - G 1324 /- 1- /776 I- I- HORZ(TL): 0.050 G - - Creep Factor: 2.0 Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.632 G Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.784 Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.717 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Con VIEW Ver. 23.01.02.0731.17 WAVE, HS C-D 152-1763 D-E 108 -it A-B 99-1841 E-F 94 -1 B-C 142-1922 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1735 -113 J - l 1987 -129 K-J 1987 -129 1-H 1987 -129 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 55-1280 D-H 107 -1105 A-L 1765 -51 H - F 1315 -59 L-B 76 -468 F-G 81 -1291 D - I 384 0 496 496 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld 48.00 Mean Height: 23.50 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24' oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. VVP.NNIN FC/U /MNU NJLLUVV /ALL NW I Cb UN i Nit, Ui<P,VViNW! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) br safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD as applicable. Apply plates to each face of'truss and position as 141119641 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4i i...pi r E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uarwcoeru truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses A seal on this drawing or cover pa ,e 155 Harlem Ave listing this drawina ' indicates acceptance of professional enaineering responsibility solelyor the design shown. The suitability and use of drawing for any sEructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview. IL 60025 Snow Criteria (Pg,Pf in PSF) Pg; NA Ct; NA CAT; NA Pf; NA Ce; NA Lu; NA Cs; NA Snow Duration; NA Building Code; CBC 2022 TPI Std; 2014 Rep Fac; Varies by Ld Case FT/RT;8(0)/10(0) Plate Type(s); WAVE. HS Defl!CSI Criteria PP Deflection in bc Lldefl L/# VERT(LL); 0.054 K 999 240 VERT(CL); 0.132 K 999 180 HORZ(LL); 0.017 G - - HORZ(TL); 0.042 G - - Creep Factor; 2.0 Max TC CSI; 0.599 Max BC CSI; 0.648 Max Web CSI; 0.748 EW Ver; 23.01 .02.0731.17 Ply; 1 Job Number: R3444WDV Cust. R6852 JRef:1XZ068520009 1498 AVIARA WEST APARTMENTS DiwNo: 12924. 1508.40833 Truss Label: 1JC I RU 05/08/2024 5410 1 1123 16 20913 2708 5410 599 4913 4913 6211 2708 5410 5410 5212 5212 5912 5410 1094 16' 21212 2708 No. C 72160 OF Loading Criteria (psf) IWind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 ISpeed: 95 mph BCLL; 0.00 Enclosure; Closed BCDL; 10.00 Risk Category; II IEXP; C Kzt; NA Des Ld; 48.00 I IMean Height; 23.70 ft NCBCLL; 0.00 TCDL; 10.8 psf Soffit; 2.00 IBCDL; 6.0 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw /U /RL M 1324 I- I- /783 I- /70 G 1324 1- I- /779 I- Wind reactions reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) G Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. C - D 147-1701 D-E 117 -1197 A-B 92-1922 E-F 100 -1325 B-C 136-1867 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1800 -103 J - l 1793 -97 K - J 1793 -97 1 - H 1793 -97 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 51 -1276 D-H 83 -820 A-L 1814 -40 H - F 1345 -47 L-B 82 -403 F-G 79 -1275 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handIirg, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) fOr safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noed otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing instaIled on the CLR per BCSI sections 63, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawinp or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any 51iucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 51114 51114 Loading Criteria (psf) Wind Criteria TCLL; 2000 Wind Std ASCE 7-16 TCDL; 18.00 Speed; 95 mph BCLL; 0.00 Enclosure. Closed BCDL; 10.00 Risk Category. II EXPC Kzt;NA DesLd; 4800 Mean Height; 23.90 ft NCBCLL; 0.00 TCDL; 10.8 psf Soffit; 2.00 BCDL; 6.0 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 ' C&C Dist a. 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply; 1 Job Number: R3444W_DV Cust; R 6852 JRef; 1XZ068520009 T499 AVIARA WEST APARTMENTS DrwNo 12924.1508.38254 Truss Label: 1JD / RTT 05/08/2024 51114 12411 16 1975 2708 51114 6413 3'7"5 3'7"5 7'5"3 4X4 3X8 3X4 2708 51114 404 404 704 111112 16 2004 2708 Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.053 K 999 240 Loc R+ / R- I Rh / Rw /U / RL M 1324 I- I- /785 I- /71 Lu; NA Cs; NA VERT(CL); 0.130 K 999 180 Snow Duration; NA HORZ(LL); 0.015 G - - G 1324 I- I- /782 I- I- HORZ(TL); 0.036 G - - Creep Factor; 2.0 Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code; CBC 2022 Max TC CSI; 0.946 G Brg Wid = 4.0 Min Reg = 1.5 (Truss) TPI Std; 2014 Max BC CSI; 0.709 Bearing M is a rigid surface. Bearing G Fcperp = 625p5i. Rep Fac; Varies by Ld Case Max Web CSI; 0.751 Members not listed have forces less than 375# FT/RT;8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Cor VIEW Ver; 23.01.02.0731.17 C-D 140-1625 D-E 119 -t WAVE, tts A-B 85-1985 E-F 100 B-C 128 -1797 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1849 -91 J - l 1632 -68 K-J 1632 -68 I -H 1632 -68 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 48-1272 H-F 1361 -32 A-L 1848 -28 F-G 76 -1263 D-H 69 -596 'WAKrlIN i(LAU PNU EULLUVV ALL NU I tb UN I Hlb uI<p,vviN(! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temPorary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a prope attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face oflruss and position as 1,4641, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General i...pi rJ E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the u5FTWCOMPANY I truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pa 155 Harlem Ave listing this drawina, indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitabilityand use of ris drawing for any sfructure is the responsibility of the Building iJesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites; Alpine; alpmneitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Loading Criteria (psI) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Wind Criteria Wind Std: ASCE 7-16 Speed: 105 mph Enc'osure: Closed Risk Category: II EXF: C Kzt: NA Mean Height: 24.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Diet: 0 to h/2 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted .oFESS,o' T. No.0 72160 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A-Q 280-1395 F-L 339 -1801 A-P 2150 -398 G-L 1211 -190 P-C 233-1257 H-K 112 -404 C-N 571 -101 K-1 2059 -195 F-G 418 -2151 l-J 178 -1398 - Ply: I Job Number: R3444W_DV Cust. R 6852 JRef: 1 XZ068520009 T338 AVIARA WEST APARTMENTS DrwNo: 12924. 1508.43762 Truss Label: 1K1 / RTT 05/08/2024 428 828 1228 14108 1974 2488 30108 428 4' 4' 4812 514 62" E 12 30108 428 4' 4' 28" 4812 514 62" 428 828 1228 14108 1974 2488 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.156 E 999 240 Loc R+ I R- I Rh I Rw /U I RL Q 1428 I- I- /829 /13 /146 Lu: NA Cs: NA VERT(CL): 0.363 E 999 180 Snow Duration: NA HORZ(LL): 0.037 A - - J 1443 1- 1- /850 I- I- '-IORZ(TL): 0.085 A - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Big Wid = 4.0 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.702 J Big Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.712 Bearing J is rigid surface. Bearing 0 Fcperp = 625p5i. Rep Fec: Varies by Ld Case Max Web CSI: 0.937 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 340 -1811 D-F 628 -3247 WAVE B-C 348-1811 G-H 318 -2147 C - D 620 -3254 H - I 274 -2224 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2793 -321 M-L 3413 -426 0-N 2793 -321 L-K 2072 -204 N-M 3424 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Aoply plates to each face of 'truss and position as 1411161111*1 I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the s5 mN csep5 itruss in conformance with ANSI1TPI 1 or for handling shipping, installation and bracinB of trusses. A seal on this drawing or cover paae I listing this drawing indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRet. 1XZ068520009 T339 AVIARA WEST APARTMENTS DrwNo. 129.24.1508.30854 Truss Label: 1K2 / RU 05/08/2024 I ' 2 Complete Trusses Required 428 828 1228 428 4 4- 14108 1874 2488 30108 28" 4812 514 1 62" 1111.5X3 E 12 5X6 0.5 12 6X12 m6X8 1111,5X3 mH0508 lit I TU i3X1O 8X12 81 1,5X3 5X3 F rza I - -~ I 4X10 8X10 8X12 1111.5X3 30108 H T2 B6 K 3X10 II 428 ' 3104 2'9"12 478 528 62" 428 828 12012 14108 196" 2488 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc LIdefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.334 E 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.421 E 879 180 Q 5100 /-2244 /2500 /2855 /2839 /1938 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 A - - J 2771 I- I- /1046 /1013 I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.090 A - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 It Building Code: Creep Factor: 2.0 Q Brg Wid 4.0 Mm Req = 2.7 (Truss) Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.377 J Brg Wid 4.0 Mm Req 1 5 (Truss) Load Duration: 1.25 BCDL: 4 8 psf MWFRS Parallel Dist. 0 to h12 TPI Std: 2014 Max BC CSI: 0.461 Bearing J is a rigid surface Bearing Q Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.09 It Rep Fac: Varies by Ld Case Max Web CSI: 0.765 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber A-B 2135 -3708 D-F 3072 -5 B-C 2153 -3737 G-H 1174 -2F-.- Top chord 2x6 DF-L SS(g) T2 2x4 DF-L #2(g); Wind C - D 3072 -5677 H - I 932 -2342 Bot chord 2x10 DF-L #2(g) 81, Wind loads based on MWFRS with additional C&C B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); member design. Maximum Bot Chord Forces Per Ply (Ibs) W5 2x6 DF-L #2(g); End verticals not exposed to wind pressure. Chords Tens,Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. 0 - P 1251 -1246 N - M 5205 -2632 of 19% prior to installation. Special loads P-0 6408 -3829 M - L 5190 -2624 Nailnote --(Lumber Dur Fac.=1.60 / Plate Dur.Fac.1.25) 0- N 6434 -3843 L - K 2222 -898 TC: From 36 plf at 0.00 to 36 plf at 1488 Nail Schedule0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. TC: From 40 plf at 0.00 to 40 plf at 30.88 Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @ 7.75" o.c. TC: From 38 plf at 14.88 to 38 plf at 30.88 BC: From 16 plf at 000 to 16 plf at 30.88 Webs Tens Comp Webs Tens Comp Webs : 1 Row @ 4" o.c. PLB: +1-625 lb Conc. Load at (4.21,21.68) A -0 1421 -2521 W - N 1528 -953 Use equal spacing between rows and stagger nails PLB: +/-625 lb Conc Load at (12.21,21.68) A - P 4347 -2505 N - F 707 -975 in each row to avoid splitting PL- +/-2500 lb Conc. Load at( 8.21,21.68)[0.0 deg] R - 248 -n F - ( 1916 -7687 P-S 2126-3393 F-L 1849 -3357 Plating Notes R-P 243 -455 G - L 1824 -893 S - T - 2105 3359 L - H 277 - 399 Connectors in green lumber (g) designed using T - C 1 -2887 1776 H - K 252 -493 NDSITPI reduction factors. C-U 875-1991 K-I 2218 -898 All plates are 3X4 except as noted. C - V 1163 -884 I - J 513 -1349 V-W 1522 -954 Purlins Laterally brace bottom chord above filler with purlins No. C 72160 at 24" OC. Loading * Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. OF WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) fi'r safety practices prior to performing these functions Installers shall provide temporary (951(300-1756 bracing Ter BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ot'webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per SCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of truss and position as dIIb shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usnwcoerusr truss Wt conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawino' indicates acceptance of professional enaineering responsibility soIely7or the design shown. The suitability and use of this 155 Harlem Ave drawing for any sflucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. I Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520009 T340 AVIARA WEST APARTMENTS DrwNo: 129.241508.42451 Truss Label: 1K3 / RTT 05/08/2024 428 828 1228 14108 1974 2488 30108 428 4' 4' 28" 4812 514 62" L 12 30108 428 4' 4' 28' 4812 514 62" 428 828 1228 14108 1974 2488 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Pf: NA Ce: NA VERT(LL): 0.005 V 999 240 Lu: NA Cs: NA VERT(CL): 0.013 V 999 180 Snow Duration: NA HORZ(LL): 0.022 L - - -IORZ(TL): 0.025 L - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.200 TPI Std: 2014 Max BC CSI: 0.212 Rep Fac: Varies by Ld Case Max Web CSI: 0.743 FT/RT:8(0)/10(0) Plate Type(s): _______________ VIEW Ver: 23.01 .02.0731.17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Winc Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA DesLd: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCD_: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLFi Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.98 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. (9T. TA No.0 72160 I * CIVI OF A Maximum Reactions (Ibs), or *pLF Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U IRL AV* 143 I- I- /80 /3 /8 AG*119 I- I- /167 /69 AV /-465 /-465 AG /-351 CB /-432 Z 1-634 Wind reactions based on MWFRS AV BrgWid=234 Min Req =- AG Brg Wid = 136 Min Req = - Bearings AV & AG are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-D 717 -713 L-P 830 -859 D - G 767 -757 P - T 950 -982 G-J 686 -683 T-Y 1207 -1247 J - M 520 -516 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AV-AS 756 -756 AJ-AG 721 -710 AS-AP 704 -693 AG-AC 844 -819 AP-AM 747 -736 AC-Z 1104 -1103 AM-AJ 598 -585 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -AV 474 -510 M -AG 842 -852 A -AS 854 -862 P -AG 502 -631 AS-G 929 -952 AG-T 1066 -1084 G -AM 882 -903 T -AC 765 -910 AM-M 1036 -1075 AC-V 1205 -1189 M-P 886 -885 Y-Z 642 -706 WAMNIN F<bp,L) AND hOLLOW ALL NO I Lb ON I MIS Ot<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) t'r satety practices prior to performing these functions. Installers shall provide temporary. (951(300-1758 bracing per BCSI. Unless no:ed otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on. the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of lTW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional .eng,g1eering responsibility solelyfor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22352 / GABL Ply 1 Job Number: R3444W_DV Cust R6852 JRef. 1XZ068520009 T340 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924 1508.42451 Page 2 of 2 Truss Label: 1K3 / RU 05/08/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table See DWGS Al 1530ENC160118, GBLLETN0118, & GABRST160118 for gable wind bracing and other requirements No. C 72160 * OF "WARNING— READ AND hOLLOW ALL NO I ES ON I HIS DhtAWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuiIdingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN FW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 428 828 1228 14108 1974 428 4' 4' 28' 4812 2488 30108 514 62" E 12 24512 428 4' 4' 28" 428 828 1228 1411 6412 4812 514 62" 1974 - 2488 30108 b Ii ThFESS,o TAAI No. C 72160 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Wind loading based on both, gable and hip roof types. Additional Notes Negative reaction(s) of -393# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 222 -959 F-L 285 -1275 A-P 1424 -298 L-H 1483 -171 P-C 144 -605 H-K 304 -1809 N - F 381 -71 K-I 217 -944 F-G 183 -453 l-J 430 -86 Ply; 1 Job Number: R3444W_DV Cast; R6852 JRef;1XZ068520009 T341 AVIARA WEST APARTMENTS DrwNo; 129241508.38588 Truss Label: 11<4 / RTT 05/08/2024 Loading Criteria (psf) Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed; 105 mph BCLL; 0.00 Enclosure; Closed BCDL; 8.00 Risk Category; II EXP; C Kzt; NA Des Ld; 46.00 Mean Height; 24.50 ft NCBCLL; 10.00 TCDL 108 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0" C&C Dist a; 3.09 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.059 D 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu; NA Cs; NA VERT(CL); 0.138 D 999 180 Q 1001 I- I- /577 /18 /146 Snow Duration; NA HORZ(LL); 0.016 A - - K 2148 I- I- /1262 I- I- HORZ(TL); 0.037 A - - J 92 /-393 I- /22 /166 Building Code: Code; Creep Factor; 2.0 Wind reactions based on MWFRS CBC 2022 Max TIC CSI: 0.675 Q Brg Wid = 4.0 Min Reg = 1.5 (Truss) TPI Std; 2014 Max BC CSI; 0.600 K Brg Wid = 5.5 Min Reg = 1.9 (Truss) Rep Fac; Varies by Ld Case Max Web CSI; 0.664 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing J is a rigid surface FT/RT;8(0)/10(0) Bearings Q & K Fcperp = 625p5i. Plate Type(s); Members not listed have forces less than 375# WAVE VIEW Ver; 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 256-1203 D-F 410 -1860 B-C 265-1203 G-H 92 -499 C-D 402-1657 H - I 1025 -205 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 1672 -195 M-L 1447 -180 0-N 1673 -195 L-K 189 -784 N-M 1452 -182 I VVMFu'4Ir4 -- Mr-MU P,iNLJ rULLUVV /\LL iNL) 1 MO UN 1-110 UN/VViNt,,! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) ffir satety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with idiagonal bracing in'talIed on the CLR per BCSI sections 83, B7, or B10 as applicable Apply plates to each face of'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae Ilisting this drawin9' indicates acceptane of professional enaineeing responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 428 428 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height. 24.50 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L SS(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A-B 1764-2925 D-F 2107 -3643 B-C 1778-2945 G-H 201 -662 C-D 2110-3649 H - I 1542 -880 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0-P 1251 -1247 N-M 2686 -1438 P-0 4979 -3156 M-L 2678 -1433 0-N 4991-3162 L-K 758 -1269 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-Q 1175-213)2 V-W 1694 -1680 A-P 3428 -2070 W-N 1703 -1684 B-R 248 -460 N-F 1430 -1145 P-S 1912 -2581 F-G 201 -542 R-P 243 -455 F - L 1509 -2641 S-T 1893-2558 L-H 2174 -1162 T-C 1520 -2114 H-K 1051 -2177 C-U 1886-1994 K - I 848 -1465 C-V 1329-1267 I-J 706 -521 Ply: 2 Job Number: R3444W_DV Cust. R6852 JRef:1X7068520009 T342 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.32833 Truss Label: 1K5 I RU 05/08/2024 I 2 Complete Trusses Required 428 828 1228 14108 1974 2488 30108 428 4' 4' 28" 4812 514 62" 05 12 -H0508 IiI1.5X3 = 6X8 ILi1.5X3 - D Co I lit SUV t T III3X10 8X12 Bi 6X8 1111.5X3 24512 ill 5X3 E 12 5X6 T2 Mi M KY 8X10 It 1.5X3 8X12 E16 IIIH0308 1115X6 A 6412 A 3104 2912 478 528 62" 828 12012 14108 196" 2488 30108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.180 V 999 240 Loc R+ / R- I Rh I Rw I U I RL Q 4055 /-1997 /2500 /2349 /2344 /1938 Lu: NA Cs: NA VERT(CL): 0.227 V 999 180 Snow Duration: NA HORZ(LL): -0.040 E - - Y 5234 /-1232 I- /2532 /2482 I- ttORZ(TL) 0.051 E - - Creep Factor: 2.0 J 1101 /-1418 I- /973 /980 /- Wind reactions based on MWFRS Building Code: CBC 2022 Max TC CSI: 0.451 0 Brg Wid = 4.0 Min Req = 2.2 (Truss) TPI Std: 2014 Max BC CSI: 0.367 V Brg Wid = 5.5 Min Req = 2.5 (Support) Rep Fac: Varies by Ld Case Max Web CSI: 0.690 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing J is a rigid surface FTIRT:8(0)/10(0) Bearings Q & V Fcperp = 625p5i. Plate Type(s). I Members not listed have forces less than 375# VIEW Ver: 23.01.02.0731.17 WAVE, HS Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Special loads (Lumber Dur.Fac.1.60 I Plate Dur.Fac.1.25) TC: From 36 plf at 0.00 to 36 plf at 14.88 TC: From 40 pit at 0.00 to 40 plf at 30.88 TC: From 38 plf at 14.88 to 38 pIt at 30.88 BC: From 16 plf at 0.00 to 16 of at 30.88 PLB: +/-625 lb Conc. Load at (4.21,21.68) PLB: +1-625 lb Conc. Load at (12.21 21 .68) PL - +1-2500 lb Conc. Load at ( 8.21 21 .68)[0.0 deg] I No.0 72160 1 WANNIN(il" KtAUANLfl-OLLOW ALL NOIhSON lhlUl-<AWtNG' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI and 'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing ins-tailed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Refer to job's General L...Pi rJ E Notes page for additional information. Alpine, a division of ITW Buildmna Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracinE of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional enaineefing responsibility solely Tor the design shown. The suitability and use of s 155 Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacornpRnents.com; ICC: iccsafe org; AWC: awc.org Glenview, IL 60025 E 12 30108 II Wind Criteria Wind. Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.50 It TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft Loc. rom endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TIC 0.00 30.87 5557 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent T p live load. Truss checked for 250# movable concentrated load 11 along Bottom Chord, nonconcurrent with design gravity loads. - c No. C 72160 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. * O - P 5556 -5546 N - M 5342 -1435 P-0 5825-2649 M-L 5332 -1437 0-N 5825-2649 L-K 3517 -1151 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 280-1395 F-L 339 -1801 A-P 2150 -398 G-L 1211 -190 P-C 233-1503 L-H 595 -738 C-N 975 -321 H-K 393 -766 N-F 354 -686 K - I 3535 -1175 F-G 418 -2151 I-J 556 -2119 Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 11<6 428 828 1228 428 4 4' 14108 1974 28" 4812 Cust: R6852 JRef:1XZ068520009 T343 DrwNo: 129.24.1508.41977 I RU 05/0812024 2488 30108 514 62' 428 2 4' 4' 122 8 28' 428 88 141 Lumber Additional Notes Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Webs 2x4 DF-L Standard(g) W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. 514 62" 2488 30108 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL Q 1428 I- I- /1305 /13 /5556 J 1443 I- I- /2168 /517 Wind reactions reactions based on MWFRS 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) J Brg Wid = 4.0 Min Req = 2.3 (Truss) Bearing J is a rigid surface. Bearing 0 Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 340 -1811 E-G 816 -896 B-C 348-1811 G-H 589 -3029 C-D 620-3254 H - I 1153 -3689 D-F 628-3247 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 4812 1974 Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.323 E 999 240 VERT(CL): 0.361 E 999 180 HORZ(LL): 0.142 J - - HORZ(TL): 0.182 J - - Creep Factor: 2.0 Max TC CSI: 0.699 Max BC CSI: 0.867 Max Web CSI: 0.937 VIEW Ver: 23.01 .02.0731.17 VVKPlII'IU rct/U PINU tULLUVV ALL iNU I Lo UN I Nib UrtkVvINL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI anftSBCA) fó'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing insaIled on the CLR per BCSI sections B3, B7, or B10, as applicable ADply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine a division of ITW BuiItina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracinE of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ068520009 T344 AVIARA WEST APARTMENTS DrwNo 129.24.1508 42987 Truss Label: 1K7 / RTT 05/08/2024 428 828 1228 14108 1974 2488 28108 428 4' 4' 28" 4812 514 4'2" E 12 I 0 I 28108 428 4' 4' 28" 4812 514 42" 428 828 1228 14108 1974 2488 28108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce. NA VERT(LL): 0.121 E 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.282 E 999 180 Q 1335 /- /- /773 /25 /128 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.031 J - - J 1349 /- /- /791 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL). 0.071 J - - Wind reactions based on MWFRS Mean Height: 24.83 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Q Brg Wid = 4.0 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2 00 BCDL 4 8 psf CBC 2022 Max TC CSI: 0.302 J Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.666 Bearing J is a rigid surface. Bearing 0 Fcperp = 625p5i. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.873 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-B 349-1678 D-F 623 -2l B-C 358 -1678 G-H 287 -1... Top chord 2x4 DF-L#2(g) C - D 615 -2907 H - I 203 -1493 Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens Comp P-0 2548 -354 M - L 2983 -435 Plating Notes 0- N 2548 -354 L - K 1417 -158 Connectors in green lumber (g) designed using N - M 2993 -438 NDS/TPI reduction factors. All plates are 1.5X3 except as noted Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Bottom chord checked for 10.00 psf non-concurrent A - Q 290 -1302 F - L 354 -1678 live load. A - P 1991 -408 G - L 907 156 Truss checked for 250# movable concentrated load P-C 229-1114 H-K 130 -645 along Bottom Chord, nonconcurrent with design C-N 456 -87 K-I 1542 -167 gravity loads. F - G 390 1786 I - J 170 -1319 Wind Wind loads based on MWFRS with additional C&C T. member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 72160 * VVAKNIN(5 NAU AND I'OLLOVV ALL NU i t, UN i HIS DI<AWiN1j! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an a fabricating, for safety practices prior to performing these functions. Installers shall provide temporary. 9511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. ADply plates to each face of'truss and position as 1411119611 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General A L..Ji r\J E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc shall not be resonsibIe for any deviation from this drawing, any failure to build the usnvcosuev truss in conformance with ANSITtPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites. Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe orq; AWC: awc.org Glenview, IL 60025 428 4'2"8 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1X7068520009 T345 AVIARA WEST APARTMENTS DrwNo: 129.241508.37445 Truss Label: 11<8 / RTT 05/08/2024 428 828 1228 14108 1974 2488 i 2611 428 4' 4' 28" 4812 514 2'2" E 12 -:--1 4 I L 26108 A 4 4I 28" 4812 514 22" 82"8 1228 14108 1974 248"8 26108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.096 D 999 240 Loc R+ I R- / Rh I Rw I U / RL Q 1242 1- I- /718 /28 /108 Lu: NA Cs: NA VERT(CL): 0.222 D 999 180 Snow Duration: NA HORZ(LL): 0.025 J - - J 1254 I- I- /734 1- I- HORZ(TL): 0.059 J - - Creep Factor: 2.0 Wind reactions based on MWFRS Q Brg Wid = 4.0 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max IC CSI: 0.310 J Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.622 Bearing J is a rigid surface. Bearing Q Fcperp = 625p5i. Rep Fac: Varies by Ld Case Max Web CSI: 0.811 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 A - B 355 -1545 D - F 608 -2553 WAVE B-C 364-1545 G-H 247 -1425 C-D 600-2560 H - I 114 -778 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2303 -388 M-L 2553 -431 0- N 2304 -388 L - K 783 -99 N-M 2562 -434 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 297 -1209 G-L 621 -121 A-P 1832 -415 L-H 637 -78 P-C 220 -972 H-K 161 -893 F-G 349-1417 K - I 11 -146 F - L 369-1559 l - J 158 -1244 it Dracing instailea on tne UL< per above and on the Joint Details, un age for additional information. a division of 11W BuildingCompor conformance with ANSI 1, oi ,is drawing, indicates acceptance I for any structure is the responsibi No. C 72160 OF V:0 ALL NOTES ON THIS DRAV\ LL CONTRACTORS INCLUD installing and bracing. Refer ictices prior to performing thet properly attached structural s traint of webs shall have cont or B1Q, as applicable. AgpI of Inc. shall not .be responsible for any deviation from this drawing, any failure to build the shipping, installation and bracing of trusses. A seal on this drawing or cover page a) engj.neering responsibility 501e1y00r the design shown. The suitability and use of This ildingDesigner per ANSI/TPI 1 Sec.2. neitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Penis CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Ply. 1 Job Number: R34W_DV Cust: R6852 JRef:1068520009 T6 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.41225 Truss Label: 1K9 / RU 05/08/2024 428 828 1228 14108 1974 24108 428 4' 4' 2'S" 4812 5'3.'4 III1.5X3 12 8 III 1.nA:3 24108 W28 8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld 46.00 Mean Height: 25.12 It NCBCLL: 10.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24.0" C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 4' 4' 2'8" 4812 534 828 1228 14108 1974 24105 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce. NA VERT(LL): 0.076 D 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.176 D 999 180 0 1148 /- I- /663 /27 /86 Snow Duration: NA HORZ(LL): -0.021 E - - I 1159 /- I- /678 /- ftORZ(TL): 0.048 E - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) CBC 2022 Max TC CSI: 0.383 I Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.578 Bearing lisa rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.745 Bearing 0 Fcperp = 625p5i. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I I (hnrr'1s Tens (Thmn Chnrds Tens Cnn VIEW Ver: 23.01.02.0731 17 A-B 360-1413 D-F 593 -z B-C 370-1413 G-H 194 -lt. C-D 584-2214 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 2059 -418 L-K 2131 -438 M - L 2059 -418 K-J 2124 -435 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-0 304-1116 F-J 381 -1432 A-N 1674 -421 G-J 380 -85 N-C 212 -830 J - H 1139 -153 F-G 299-1058 H - I 181 -1122 OFESS,& T.TAA, No. C 72160 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (551)300-1755 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"talled on the CLR per BCSI sections B3 B7, or B1O as applicable. Apply plates to each face of'truss and position as 1.41161111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 I.....Pi ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover pace listing this drawina, indicates acceptance of professional enalneering responsibility solely nor the design shown. The suitabilif' and use of 155 Harlem Ave drawing for any srructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1XZ068520009 T347 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.31706 Truss Label: 11<10 / RTT 05/08/2024 428 828 1228 14108 1974 22108 428 4' 4' 28' 4812 3,3,,4 III1.5X3 12 E 4 Fl 1.31,5 22108 428 4' 4' 28" 4812 334 428 828 12'2'8 14108 1974 22108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.058 D 999 240 Loc Ri- / R- I Rh / Rw /U / RL 0 1055 I- 1- /609 /25 /65 Lu: NA Cs: NA VERT(CL): 0.135 D 999 180 Snow Duration: NA HORZ(LL): -0.021 E - - I 1065 I- I- /621 I- I- '-tORZ(TL): 0.048 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = 4.0 Min Reg = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.286 I Brg Wid = 4.0 Min Reg = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.533 Bearing lisa rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.697 Bearing 0 Fcperp = 625p5m. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-B 366-1280 D-F 576 -1862 WAVE B - C 376 -1281 G-H 141 -671 C-D 567-1868 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1815 -437 L-K 1702 -421 M-L 1815 -437 K-J 1697 -418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-0 312-1023 F-J 388 -1340 A-N 1516 -428 J - H 965 -164 N-C 202 -688 H - I 187 -1045 F-G 241 -666 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 Went Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an6SBCA) fi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections B3, B7, or B1O, as applicable. Apply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 jp r\J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this drawing or cover page listing this drawino indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc,orq Glenview. IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef: 1XZ068520009 T348 AVIARA WEST APARTMENTS DrwNo 129.24.150843655 Truss Label: ikil / RTT 05/08/2024 428 828 1228 14108 1974 201 428 4' 4' 28' 4812 13 12 1111 5X3 20108 ' 4' 28" 4812 134 I 828 1228 14108 1974 20'108 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.044 D 999 240 HORZ(LL): -0.018 E - - Loc R+ / R- / Rh / Rw /U / RL 0 962 I- I- /554 /22 /44 Lu: NA Cs: NA VERT(CL): 0.101 D 999 180 Snow Duration: NA I 970 /- I- /564 I- I- '-tORZ(TL): 0.042 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = 4.0 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI 0.240 I Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.491 Bearing lisa rigid surface. Rep Fac Varies by Ld Case Max Web CSI: 0.643 Bearing 0 Fcperp = 625p5i. FT/RT8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con VIEW Ver. 23.01.02.0731.17 A-B 364 -1148 C-D 524 -1 WAVE B-C 374 -1148 D-F 534 -iL.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1571 -442 L-K 1274 -375 M-L 1571 -442 K-J 1270 -372 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 314 -931 F - J 387 -1236 A-N 1358 -425 J-H 940 -204 N-C 182 -546 H - I 193 -2 L-F 403 -115 ffflT. T4 72160 or ) 428 428 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL: 8.00 Risk Category II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 25.12 ft NCBCLL: 1000 TCDL' 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and 'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnWCOMPANY truss in conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawin or cover pa 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilityand use of is drawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst org; SBCA: sbcacomponents.com, ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef: 1XZ068520009 T349 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.32262 Truss Label: 1K12 / RU 05/08/2024 42'u 8'28 428 4' 1228 14'lO"u 18108 28" 4' 12 'z1 4 1111.5X3 H 1111.5X3 A 18108 8 '' I ' 8" 42 42 8 828 1228 1 2 4108 ' I 18108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.031 K 999 240 Loc R+ I R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.071 K 999 180 M 869 I- I- /500 /17 /22 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 E - - H 875 I- I- /507 1- I- EXFC Kzt:NA Des Ld: 46.00 ________________ IORZ(TL): 0.040 E - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 M Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.277 H Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL' 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.466 Bearing H is a rigid surface. Bearing M Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.488 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A -B 351 -1016 C-D 451 -1178 B-C 362-1016 D-F 462 -1172 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. L - K 1327 -432 J - I 844 -294 K-J 1327 -432 I - H 841 -291 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A - M 309 -838 J - F 504 -163 Bottom chord checked for 10.00 psf non-concurrent A - L 1200 -409 F - H 377 -1089 live load. L - C 150 -440 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C ESSI member design. End verticals not exposed to wind pressure. T. Wind loading based on both gable and hip roof types. No.0 72160 CIVI OF I VV#kININL kNU WLWVV ALL NU i b UN i l'1i UI</WViNUl Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous tateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional irformation. Alpine, a division of ITW Buildina Components Group Inc shall not be responsible for any deviation from this drawing, any.failure to build the Itruss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave Ilisting this drawino' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this drawing for any srructure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 16108 928 1228 4' 4' Ply: 1 Job Number: R3444W_DV Cust' R6852 JRef. 1XZ068520009 T350 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.40315 Truss Label: 1K13 I RU 05/08/2024 Loading Criteria (pso Wind Criteria TCLL: 2000 Wind Std: ASCE 7-16 TCDL: 1800 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL' 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing' 240" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 428 ' 4' 28" 2' 428 82"8 1228 14108 16108 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.022 K 999 240 Loc R+ / R- / Rh / Rw /U / RL M 777 I- I- /446 /11 /8 Lu. NA Cs. NA VERT(CL): 0.050 K 999 160 Snow Duration: NA HORZ(LL): -0.014 E - - H 780 I- I- /450 I- I- "IORZ(TL): 0.033 E - - Creep Factor: 2.0 Wind reactions based on MWFRS M Brg Wid = 4.0 Min Req = 1,5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.204 H Brg Wid = 40 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.443 Bearing H is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.424 Bearing M Fcperp = 625ps1. FT/RT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Corr VIEW Ver: 2301.02.0731.17 A-B 326 -884 C-D 341 -1 WAVE B-C 337 -885 D-F 351 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1084 -402 J - I 412 -172 K-J 1084 -402 I - H 411 -170 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 2 -746 J - F 641 -224 A-L 1043 -379 F-H 332 -802 C-J 113 -388 T. No. C 72160 WAKNINi AU AND i-OLLOW ALL NO I L6 ON I M16 Dl-<AWiNO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1759 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing insta11ed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 i.....Pi N.J E Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uscsepuuv truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'r'ucture is the responsibility of the Buildingljesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpinei.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICCHccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R34.4.4W_DV Gust: R6852 JRef:1XZ068520009 T351 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.38026 Truss Label: 1K14 / RU 05/08/2024 428 828 122 ' 8 14108 428 4' 4 28" 05 Cr 12 1111 .5X3 3X4 1111.5X3 =3X10 D E I I 14108 428 4' 4' 28" 428 828 1228 14108 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.38 ft NCBCLL: 10.00 TCD_: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.016 H 999 240 Loc R+ / R- / Rh I Rw /U / RL VERT(CL): 0.033 H 999 180 J 684 /- 1- /392 I- /19 HORZ(LL): 0.004 A - - F 684 I- I- /392 I- I- HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Creep Factor: 2.0 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TC CSI: 0.203 F Brg Wid = 4.0 Min Reg = 1.5 (Truss) Max BC CSI 0.418 Bearing F is a rigid surface. Max Web CSI: 0.360 Bearing J Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01 .02.0731.17 A-B 277 -753 C-D 178 -491 B-C 289 -754 D-E 187 -489 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. - H 843 -336 H - G 843 - 336 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - J 265 -654 G - E 780 -305 A-I 886 -320 E - F 274 -866 C-G 186 -484 w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA w Duration: NA Building Code: CBC 2022 TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT: 8(0)/i 0(0) Plate Type(s): No. C 72160 * CIVIv- OF VVAKNIN.j P,L) '\NU I-ULLUVV ALL NU i Lb UN i HiS U1<AWINt3! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Inland Empire Truss 275 West Rider St require extreme cars in fabricating, handlina, shipping,installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8SBCA) handling saty practices prior to performing these functions. Installers shall provide temporary. bracing BCSI. Unless top have Perris CA 92571 (951)300-1758 oer rioted oIherwise, chord shall oroperly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply to each face ofruss and as plates position I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa (listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is drawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. 155 Harlem Ave North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 253 -562 C-E 322 -735 A-G 725 -286 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 1352 AVIARA WEST APARTMENTS DrwNo. 129.24.150830042 Truss Label: 1K15 / RU 05/08/2024 42 82 8 12108 428 8 4' 48" 05 12 1111 .5X3 1II1.5X3 3X10 D 1113X6 =,..,',,., " 1113X6 12108 428 4' 48" 428 828 12108 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld 46.00 Mean Height: 23.34 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.011 B 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.023 F 999 180 H 592 I- /- /340 I- /16 HORZ(LL): 0.003 E - - E 592 /- 1- /340 /- HORZ(TL): 0.008 E - - Wind reactions based on MWFRS Creep Factor: 2.0 H Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TIC CSI: 0.251 E Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CSI: 0.481 Bearing E is a rigid surface. Max Web CSI 0.374 Bearing H Fcperp = 625p9i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con VIEW Ver 2301 02073117 A-B 250 -619 B-C 261 -t Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 619 -271 F - E 619 -271 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Lid Case FT/RT:8(0)/10(0) Plate Type(s): W#NNINLi E(bJU ANU I-ULWVV ALL Ni.) I ON I Nib 01<AVVINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"called on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 p_p E Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the us,rwcu,pusv truss Wi conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing, or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional .enaineering responsibility s01e1y70r the design shown. The suitabili' and use of this drawing for any sEr'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC. awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRet:1XZ068520009 T353 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.42694 Truss Label: 1K16 I RTT 05/08/2024 425 82'S 1128 428 4' 3' H 14" H (TYP) 05 12 3X10 Cl 11'2"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BOLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt. NA Des Ld: 46.00 Mean Height: 23.30 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDI: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2017 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2017 180.00 TO 0.00 11.21 2017 17997 BC 0.00 11.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0 span opposite face. Top chord may be notched 1.5 deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4' 3' 828 1128 EW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. T. No. C 72160 in Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): A Maximum Reactions (Ibs), or 5 PLF Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL S* 127 /- I- /60 /1 /1 S /-450 K /-578 Wind reactions based on MWFRS S Brg Wid = 134 Min Req = - Bearing S is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-D 694 -692 G-J 539 -541 D-G 788 -780 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-P 756 -756 M-K 610 -597 P-M 664 -649 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 458 -496 P-G 903 -927 A - P 828 -834 G - K 864 - 685 Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.002 A 999 240 VERT(CL): 0.002 I 999 180 HORZ(LL): -0.010 D - - HORZ(TL): 0.012 D - - Creep Factor: 2.0 Max TCCSI: 0.112 Max BC CSI: 0.132 Max Web CSI: 0.393 I VVMNrIIrlU FtML? bNU r-ULLtJVV ALL IIJU I tO U111 1`11Z,1`11Z,L)rc/8VViiNr., Inland Empire Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req **IMPORTANT** extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI anSBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless notedo1herwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing inslalled on the CLR per BCSI sections 63, B7, or B1O, as applicable Aoply plates to each face ofruss and position as 1411111641 Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uurrwcoepuuv Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabiIif' and use of this 155 Harlem Ave I drawing for any srructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - SEQN: 22378 / GABL FROM: Page 2 of 2 Ply: 1 Qty: Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: 1K16 I Gust. R 6852 JRef: 1XZ068520009 T353 DrwNo: 129241508.42694 / RU 05/08/2024 Additional Notes See DWGS Al 1530ENC1601 18, GBLLETIN011 8, & GABRST160118 for gable wind bracing and other requirements. Truss must be installed as shown with top chord up 72160 CIVI OFCAU 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Inland Empire Truss 275 West Rider St require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI anSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary Perris CA 92571 (951)300-1759 bracing BCSI. Unless top have bottom have oer noted oTherwise, chord shall oroperlv attached structural sheathina and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed with diagonal bracing installed the CLR BCSI B3, B7, B10 ADply to face 'truss on per sections or as applicable plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes for additional information. page A LPINE Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MN COM— truss in conformance with ANSI/TPI 1 for handling, installation bracing trusses. A this drawing or shipping, and of seal on or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of mis 155 Harlem Ave North Building, 4th Floor drawing for any srructure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites. Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC: awc.org Glenview, IL 60025 E 12 3068 III Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Pf: NA Ce: NA VERT(LL): 0.309 E 999 240 Lu: NA Cs: NA VERT(CL): 0.348 E 999 180 Snow Duration: NA HORZ(LL): 0.138 J - - -IORZ(TL): 0.178 J - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.830 TPI Std: 2014 Max BC CSI: 0.857 Rep Fac: Varies by Ld Case Max Web CSI: 0.941 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC -0.33 30.54 5557 BC 0.33 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Ply: I Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T634 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.44532 Truss Label: 1K17 / RTT 05/08/2024 3108 7108 11108 1468 1934 2448 3068 3108 4' 4' 28" 4812 514 62" 3108 4' 4' 28" 4812 514 62" 3108 7108 11108 1468 1934 2448 3068 Loading Criteria (pst) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria VVinc Std: ASCE 7-16 Speed: 105 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.50 It TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Be:.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W15 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC: From 78 plf at 14.54 to 78 plf at 30.54 BC: From 16 plf at 0.00 to 16 plf at 30.54 TC: 550 lb Conc. Load at 1.00 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL Q 1945 1- 1- /1294 /15 /5497 J 1446 /- 1- /2159 /525 Wind reactions reactions based on MWFRS Q 6r9 Wid = - Min Reg = - J Brg Wid = 4.0 Min Reg = 2.3 (Truss) Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 318 -1884 E-G 816 -896 B-C 326-1870 G-H 609 -3009 C-D 612 -3271 H - I 1169 -3673 D-F 620-3264 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q-P 5496-5488 N-M 5299 -1478 P-0 5760-2711 M-L 5289 -1479 0-N 5760-2711 L-K 3502 -1166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 280-1913 F - L 333 -1809 A-P 2272 -383 G-L 1215 -188 B-P 117 -529 L-H 590 -743 P-C 244-1527 H - K 397 -762 C-N 991 -300 K-1 3520 -1191 N - F 346 -696 I-J 565 -2110 F-G 416-2156 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried tc 19% or less moisture content. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. T. TAj0" e No. C 72160 Civil- OF CAALJAV: "WARNING" RAU ANI) FOLLOW ALL NO I hS ON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attacheo rigid ceilina. Locations shown for aermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/IPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std. 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.117 E 999 240 VERT(CL): 0.273 E 999 180 HORZ(LL): 0.031 J - - HORZ(TL): 0.071 J - - Creep Factor: 2.0 Max TC CSI: 0.764 Max BC CSI 0.672 Max Web CSI: 0.879 4' 28" 4812 7108 11 4' 108 1468 1934 3108 3108 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRet 1XZ068520009 T635 AVIARA WEST APARTMENTS DrwNo: 129.24.1508 46854 Truss Label: 11<18 / RTT 05/08/2024 3108 7108 11108 1468 1934 2448 2868 3108 4' 4' 28" 4812 514 42" 12, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II Soffit: 2.00 Des Ld: 46.00 NCBCLL: 1000 EXP: C Kzt NA Mean Height: 24.83 ft TCDL: 10.8 psf BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 I Plate DurFac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC: From 78 plf at 14.54 to 78 plf at 28.54 BC: From 16 plf at 000 to 16 plf at 28.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2868 VIEW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure Wind loading based on both gable and hip roof types. 514 42" 2448 2868 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- IRh /Rw IU /RL Q 1850 I- I- /764 /25 /128 J 1352 I- I- /782 /- Wind reactions based on MWFRS Q Brg Wid = - Min Reg = - J Brg Wid = 4.0 Min Reg = 1.5 (Truss) Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 325-1760 D-F 612 -2 B-C 333 -1746 G-H 283 -1 C-D 604-2929 H - I 200 -14. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2565 -338 M-L 2999 -425 0-N 2565 -338 L-K 1422 -155 N-M 3009 -428 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 288 -1819 F - L 347 -1689 A-P 2119 -391 G-L 913 -153 B-P 125 -529 H-K 128 -648 P-C 239-1051 K-1 1547 -164 C-N 453 -93 I-J 168 -1323 F-G 386-1793 WRNNINU tAV AND tULLUVV ALL NW UN t NIZ> Ut(AVViNt. Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (551)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have øroperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable ADpIy plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE J Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the usrcoepa truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use ofs 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc org Glenview, IL 60025 3108 3108 Loading Criteria (psf) Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed; 105 mph BCLL; 0.00 Enclosure; Closed BCDL; 8.00 Risk Category; II EXP C Kzt; NA DesLd; 46.00 Mean Height; 25.12 ft NCBCLL; 10.00 TCDL 108 psf Soffit; 2.00 BCDL; 4.8 psf Load Duration; 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing; 24.0 C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC; From 78 plf at 14.54 to 78 plf at 26.54 BC; From 16 plf at 0.00 to 16 plf at 26.54 TC; 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried tc 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Plate Type(s): Ver; 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 72160 civii- Or CAUr A-B 330-1636 0-F 598 -2580 B-C 339-1622 G-H 243 -1433 C-D 589-2586 H-1 113 -781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2327 -374 M-L 2572 -423 0 - N 2327 -374 L - K 786 -97 N-M 2581 -426 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Q 295-1724 G-L 627 -119 A-P 1966 -398 L-H 642 -76 B-P 133 -529 H-K 159 -897 P-C 232 -906 K-1 1201 -143 F-G 346-1425 I-J 156 -1249 F - L 363-1574 Ply; 1 Job Number: R3444W_DV Cust; R 6852 JRef; 1 XZ068520009 T636 AVIARA WEST APARTMENTS DrwNo; 129.24.1508.45516 Truss Label: 1K19 I RU 05/08/2024 3108 7108 11108 1468 1934 2448 2668 3108 4' 4' 28' 4812 514 22" E 12 0.5 12 ao I 1 II13X6 5X10 m3X8 m6X10 m6X8 m4X10 I1I3X4 2668 ' I 28"8 4812 514 22" 7108 11108 146 1934 2448 2668 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.091 E 999 240 Loc R+ I R- / Rh / Rw / U / RL Lu; NA Cs; NA VERT(CL); 0.214 E 999 180 Q 1756 I- I- /709 /28 /108 Snow Duration; NA HORZ(LL); 0.025 J - - J 1259 I- I- /725 I- I- '-lORZ(TL); 0.059 J - - Wind reactions based on MWFRS Building Code; Creep Factor; 2.0 Q Brg Wid = - Min Req = - CBC 2022 Max TIC CSI: 0.757 J Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std; 2014 Max BC CSI; 0.627 Bearing J is a rigid surface. Rep Fac Varies by Ld Case Max Web CSl 0.819 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) th'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have Droperiv attached structural sheathing and bottom chord shall have a properly attacheo rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. ApIy plates to each face of truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the (truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawmna or cover paae (listing this drawina indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave I drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org -. Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust R6852 JRef1XZ068520009 1637 AVIARA WEST APARTMENTS DrwNo. 129.241508 46346 Truss Label: 1K20 / RTT 05/08/2024 3108 7108 11108 1468 1934 2468 3108 4' 4' 28" 4812 534 ii .5X3 12 'zt 4 III 1.AJ 2468 3108 4' 4' 28" 4812 534 3108 7108 11108 14'6"6 1934 2468 No. C 72160 CIVI Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed. 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height. 25.12 ft NCBCLL' 10.00 TCDL' 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a. 300 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads -----(Lumber Dur.Fac.1.25 I Plate Dur,Fac,=1,25) TC: From 76 plf at 0.00 to 76 plf at 14,54 TC: From 78 plf at 14.54 to 78 plf at 24.54 BC: From 16 plf at 0.00 to 16 plf at 24.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. DeflICSl Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL). 0.075 D 999 240 Loc R+ / R- I Rh / Rw / U I RL VERT(CL): 0.176 D 999 180 0 1661 I- I- /654 /27 /87 HORZ(LL): 0.020 A - - I 1166 I- I- /669 /0 I- HORZ(TL): 0.048 A - - Wind reactions based on MWFRS Creep Factor: 2.0 0 Brg Wid = - Min Reg = - Max TC CSI: 0.999 I Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CSI' 0+584 Bearing I is a rigid surface. Max Web CSI: 0.754 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Ver:2301 020731.17 A-B 336 -1511 D-F 585 2 B-C 346-1497 G-H 191 -11 C-D 577-2243 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 2089 -404 L-K 2152 -433 M-L 2089 -404 K-J 2145 -430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 303-1629 F - J 376 -1450 A-N 1811 -405 G-J 383 -83 B-N 142 -527 J - H 1148 -150 N-C 225 -763 H - I 179 -1129 F-G 297-1085 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)/10(0) Plate Type(s): WAKNIN(.i 14.AU ANU 1ULLOW ALL NO i tZ5 ON I hi UI<AWINI.i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted olherwise, top chord shall have otoper lv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the uurrwcouruen truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC' awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP C Kzt: NA Des Ld: 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL: 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRet: 1XZ068520009 T638 AVIARA WEST APARTMENTS DrwNo: 129 24.1508.44811 Truss Label: 1K21 / RTT 05/08/2024 7108 11108 1468 1934 2268 4' 28' 4812 3,3,,4 1II1.5X3 12 E 'Z3 4 III 1.A5 2268 3108 4' 4' 28" 4812 334 3108 T10" 11 8 108 1468 1934 2268 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.058 D 999 240 Loc R+ I R- I Rh / Rw I U I RL 0 1566 I- I- /600 /25 165 Lu: NA Cs: NA VERT(CL): 0.135 D 999 180 Snow Duration: NA HORZ(LL): -0.020 E - - I 1074 1- I- 1612 /1 1- HORZ(TL): 0.047 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = - Min Req = - Building Code: CBC 2022 Max TC CSI: 0.990 I Erg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.538 Bearing lisa rigid surface. Rep Fac: Varies by Ld Case Max Web CSI 0.708 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 23.01.02.0731.17 A-B 342 -1387 DF 569 -1893 B-C 352 -1 373 G-H 140 -677 WAVE C-D 560-1699 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1850 -423 L-K 1725 -416 M-L 1850 -423 K-J 1719 -413 Special Loads (Lumber Dur.Fac.=1.25/ Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC: From 78 p11 at 14.54 to 78 p11 at 22.54 BC: From 16 plf at 0.00 to 16 plf at 22.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPl reduction factors. Hangers shall be installed after lumber has air-dried tc 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 310-1534 F-G 241 -672 A-N 1658 -412 F - J 382 -1361 B-N 151 -527 J - H 974 -163 N-C 216 -617 H - I 167 -1054 oFESSlo No. C 72160 OF W(NIPlt i4tAU ANL) I-OLLOVV ALL NO I tb ON I t1lb L)I-(AVVINi.i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary I951300-1758 bracing net BCSI. Unless nctef oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint ci webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or 810 as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracino of trusses. A seal on this drawing, or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T639 AVIARA WEST APARTMENTS DrwNo. 129.24.150845604 Truss Label: 1K22 / RU 05/08/2024 3108 Tb'S 11108 1468 1934 206" 3108 4' 4' 28" 4812 134 12 I111.5X3 7J 4 E I liii. 5X3 2068 3108 4' 4' 28" 4812 3108 7108 11108 1468 1934 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL 108 psf Soffit 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.1 .25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC: From 78 plf at 14.54 to 78 plf at 20.54 BC: From 16 plf at 0.00 to 16 plf at 20.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDSITPt reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.044 D 999 240 Loc R+ / R- / Rh / Rw / U / RL 0 1470 I- I- /545 /22 /44 Lu: NA Cs: NA VERT(CL): 0.102 D 999 180 Snow Duration: NA HORZ(LL): -0.018 E - - I 982 I- I- /556 /2 I- '-IORZ(TL): 0.042 E - - Creep Factor: 2.0 Wind reactions based on MWFRS 0 Brg Wid = - Min Req = - Building Code: CBC 2022 Max TC CSI: 0.980 I Brg Wid = 4.0 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI. 0.499 Bearing lisa rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.655 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT8(0)/10(0) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 340 1262 C - D 518 - if WAVE B-C 350 -1248 D-F 528 -if Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 1610 -429 L-K 1295 -371 M - L 1610 -429 K-J 1291 -368 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 312-1439 L - F 426 -110 A-N 1504 -408 F - J 383 -1258 B-N 161 -527 J - H 950 -202 N-C 197 -471 H - I 191 -974 MLZI) T. T4\ I No.0 72160 I civii- OF "WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSt (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSl sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the escoeu I truss i conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabilif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 1640 AVIARA WEST APARTMENTS DrwNo: 129241508.45220 Truss Label: 1K23 / RTT 05/08/2024 3108 7108 11108 1468 1868 3108 4' 4' 28" 4' 12 .. 4 1111. 5X3 Ii H A 3108 4' 3108 7108 1868 4' 26" 11108 Zr A 1868 Loading Criteria (psO Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18,00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.031 K 999 240 Loc R+ / R- / Rh / Rw I U / RL BCLL: 0.00 EnclDsure: Closed Lu: NA Cs: NA VERT(CL): 0.072 K 999 180 M 1374 I- I- /491 /17 /23 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 E - - H 890 I- I- /499 /3 I- EXP: C Kzt: NA Des Ld: 46,00 '-IORZ(TL): 0,040 E - - Wind reactions based on MWFRS Mean Height: 25.12 ft NCBCLL: 10.00 Building Code: Creep Factor: 2,0 M Brg Wid = - Mm Req = - TCDL' 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0,972 H Brg Wid = 4,0 Mm Req = 1.5 (Truss) BCDL' 4 8 psI Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0,476 Bearing H is a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0,549 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens, Comp, GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - B 328 -1137 C -0 446 1209 B-C 338-1122 D-F 456 -1203 Lumber Top chord 2x4 DF-L #2(g) Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content L - K 1369 -420 J - I 861 -290 of 19% prior to installation. K - J 1369 -420 I - H 858 -288 Special Loads Maximum Web Forces Per Ply (Ibs) (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens Comp TC: From 76 p11 at 0.00 to 76 plf at 14.54 TC: From 78 p11 at 14.54 to 78 plf at 18.54 A - M 307 -1344 J - F 525 -156 BC: From 16 p11 at 0.00 to 16 p11 at 18.54 A - L 1350 -393 F - H 373 -1111 TC: 550 lb Conc. Load at 1.00 B - L 172 -528 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content, Loading Bottom chord checked for 10.00 psI non-concurrent T. T live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonccncurrent with design gravity loads. No. C 72160 Wind Wind loads based on MWFRS with additional C&C 1 member design End verticals not exposed tD wind pressure. CIVI I Wind loading based on both gable and hip roof types. OF "% WAKNIN4 I<AL) ANL) frOLWW ALL NO I Lb ON I hIS L)I'<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCS!. Unless noted Otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilinq. Locations shown for,permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing instaIled on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as 14111611111, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of 11W BuiIdingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawinq or cover pane listing this drawinci, indicates acceptance of professional enoineering responsibility solely-tor the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1 XZ068520009 T641 AVIARA WEST APARTMENTS DrwNo 129.241508.44250 Truss Label: 1K24 / RTT 05/08/2024 7108 11108 1468 1668 4' 4' 28" 2' 1111.503 H A 1668 3108 3108 7108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20,00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 8,00 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld. 46.00 Mean Height: 25.12 ft NCBCLL: 10.00 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FTIRT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation, Special Loads (Lumber Dur.Fac.1.25 I Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 TC: From 78 plf at 14.54 to 78 plf at 16.54 BC' From 16 plf at 0.00 to 16 plf at 16.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. 4' 20" 2' 11100 1468 1666 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL). 0.022 K 999 240 Loc R+ I R- I Rh I Rw / U / RL VERT(CL): 0.051 K 999 180 M 1278 I- I- /437 /11 /8 HORZ(LL): -0.015 E - - H 798 I- I- /441 /4 I- HORZ(TL): 0.034 E - - Wind reactions based on MWFRS Creep Factor: 2.0 M Brg Wid = - Min Req = - Max TC CSI: 0.963 H Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CSI: 0.453 Bearing H is a rigid surface. Max Web CSI: 0.486 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comb VIEW Ver:23.01.02.0731.17 A-B 305-1011 C-D 338 -i B-C 316 -996 D-F 349 -i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 1127 -392 J - I 423 -171 K-J 1127 -392 I - H 421 -169 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 293-1248 C - J 1 -413 A-L 1196 -365 J - F 666 -220 B-L 185 -528 F-H 331 -823 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C * member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types T. No. C 72160 WANNJNtj" 64./kL) ANI) l-ULLOVV ALL NO I Lb ON I Nib 01<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) f6'r safety practices orior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have roperIv attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in51a11ed on the CUR per BCSI sections B3, B7, or B1O as applicable Aeply plates to each face ofruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..41...pi ri E Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the u5co,un truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional engineering responsibility solely-for the design shown. The suitabilityand use of is drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: t.pnstog SBCA: sbcacomponents.com; ICC: iccsafe.0jg.AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520009 T642 AVIARA WEST APARTMENTS DrwNo: 129.24.150847058 Truss Label: 1K25 / RTT 05/08/2024 3108 7108 11108 1468 3108 4, 4' 28" 05 12 w3X1O 1111.5X3 3X4 D E liii 5X3 I I zo I 1468 3108 4 4' 28' 3108 7108 11108 1468 Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.38 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCD_: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 14.54 BC: From 16 plf at 0.00 to 16 plf at 14.54 TC: 550 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed tc wind pressure. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSE) DefllCSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Udefl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.016 H 999 240 Loc R+ I R- / Rh / Rw / U / RL J 1181 I- I- /383 I- /18 Lu: NA . Cs: NA VERT(CL): 0.038 H 999 180 Snow Duration: NA HORZ(LL): 0.005 A - - F 707 I- I- /384 I- I- n1ORZ(TL): 0.011 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 J Brg Wid = - Min Req = - CBC 2022 Max TC CSI 0.955 F Brg Wid = 4.0 Mm Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.427 Bearing F is a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.422 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)I10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 259 -884 C - D 177 -511 WAVE B-C 270 -869 D-E 186 -509 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 884 -329 H-G 884 -329 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 262-1151 C-G 180 -516 A - I 1040 -308 G-E 812 -302 B - I 194 -527 E-F 273 -688 rctI.LJ IAiNU rULLUVV PILL NU I CO UN I 1110 IjF'(P,VViNi! inland Empire Truss *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPl ana'SBCA) f'r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locaticns shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD, as applicable. Aoply plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracin9 of trusses. A seal on this drawina or cover paae listing this drawing indicates acceptance of professionlengpeering responsibility solely nor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 I Job Number: R3444WDV Cust: R6852 JRef:1XZ068520009 T649 AVIARA WEST APARTMENTS DrwNo: 12924.1508.47503 Truss Label: 1KA / CY 05/08/2024 28 828 1108 14108 19312 23119 26'1013I 30108 11: 428 4' 210 310 454 4713 2114 3,1111 D 12 0.5 12 I II' Ii 5X10 3X8 m5X8 m3X4 m6X12 m5X6 III 1.5X4 30108 428 45 4 514 278 343 H 428 4' i 4' 28" 10 828 1228 1481 312 5 19 24 2708 30108 513 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/detl L/# Gravity Non -Gravity TCDL: 18.00 Speed: 105 mph Pt: NA Ce: NA VERT(LL): 0.169 H 999 240 Loc R+ / R- / Rh / Rw /U / RL BOLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.389 H 951 180 Y 1428 I- I- /834 15 /152 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 P - - P 1443 I- I- /845 I- Des Ld 46.00 EXP: C Kzt: NA HORZ(TL) 0.111 p - - Wind reactions based on MWFRS Mean Height: 24.42 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 40 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TO CSI: 0.346 P Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 4 8 pat Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.737 Bearing P is a rigid surface. Bearing Y Fcperp = 625p5i Spacing: 24.0 " C&C Dist a: 3.09 ft Rep Fac Varies by Ld Case Max Web CSI: 0.923 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT8(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCPi. 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 2301.02073117 Lumber A-B 312-1809 J - K 171 1b B - C 320 -1809 J - M 109 - 11_. Top chord 2x4 DF-L#2(g) C-E 539 -3226 K-L 186 -2117 Bot chord 2x4 DF-L #2(g) E - F 538 -3210 L - N 140 -1551 Webs 2x4 DF-L Standard(g) F-G 539 -3214 M-O 102 -1149 Lumber shall be dried to a maximum moisture content I - J 293 -2789 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Tens. Comp. Chords Tens.Comp. Chords NDSITPI reduction factors. X-W 2800 -262 T-S 3095 -253 All plates are 1.5X3 except as noted. W - V 2800 -261 S - R 2348 -179 V-U 3444 -344 R-Q 2331 -178 Loading U - T 3429 -342 0- P 2301 -174 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens Comp. along Bottom Chord, nonconcurrent with design gravity loads. A-Y 261 -1395 T-K 73 -610 A-X 2148 -364 K-S 91 -431 Purlins OFMI X-C 206 -1267 S-L 893 -81 In lieu of structural panels use purlins to brace all flat T. TAJv C-V 633 -62 N-Q 433 0 TC @ 24" oc. V - G 52 -457 N - P 184 -2442 G - I 418 -2596 N-O 1043 -61 Wind G-T 195-1066 0-P 64 -581 Wind loads based on MWFRS with additional C&C l - T 962 -99 member design End verticals not exposed to wind pressure Wind loading based on both gable and hip roof types. Op cAL9 WARNIN NEAD AND t-OLLOW ALL NO I ES ON I HIS LJKAWINGI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted Otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing ins"talled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mA` COMPANY truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses A seal on this drawing or cover pa listing this drawina' indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitabilifçr and use ofs 155 Harlem Ave drawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw corn; TPI: tpinst.org; SBCA: sbcacornponents.com; ICC: iccsate.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T65 AVIARA WEST APARTMENTS DrwNo: 129 .24.150847043 Truss Label: 1KB / CY 05/08/2024 428 828 1108 14108 19312 21119 241013 2708 30108 428 4' 210" 310" 454 2713 2114 2111 310" D 12 05 12 I I T2 13:0 EF 4 Lffl4x: 1111.5x4 T I L I [I II13X6 E5X10 3X8 5X8 3X4 06 30108 - 428 4' 4' 28" 454 514 278 310" 428 828 1228 141081 19312 245" 2708 30108 Loading Criteria (psf) Wind, Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.246 J 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.546 J 678 180 Y 1428 /- I- /833 /4 /153 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.041 A - - Q 1443 I- I- /846 I- I- EXP: C Kzt: NA Des Ld: 46.00 '-IORZ(TL): 0.096 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Y Big Wid = 4.0 Mm Reg = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.782 0 Brg Wid = 4.0 Mm Reg = 1.5 (Truss) BCDL- 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.707 Bearing Q is a rigid surface. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.943 Bearing Y Fcperp = 625psi Loc. from endwall: Any FTIRT:8(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Lumber A-13310-1809 J - K 125 -1463 B - C 318 -1809 J - L 163 -1442 Top chord 2x4 DF-L #2(g) C - E 534 -3224 K - M 110 -1279 T2 2x4 DF-L #1&Bet.(g); E - F 533 -3207 L-0 164 -1500 Bot chord 2x4 DF-L #2(g) F-G 535 -3211 M-N 99 -1203 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); I - J 284 -2714 0- P 166 -1803 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 2801 -258 U - T 3414 -335 NDS/TPI reduction factors. W - V 2801 -258 T - S 2671 -197 All plates are 1.5X3 except as noted. V - U 3428 -337 S - R 1875 -149 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp live load. Truss checked for 250# movable concentrated load A-Y 260-1395 l-T 683 -68 along Bottom Chord, nonconcurrent with design A - X 2147 362 K - S 60 424 gravity loads. X - C 205 1269 S - N 949 49 OFESSI C-V 629 -60 N-R 85 -675 Purlins - V-G 48 438 R-P 1756 -122 In lieu of structural panels use purlins to brace all flat T. G - l 417-2654 P-Q 131 -1388 TC @ 24" oc. G-T 189 -990 Wind Wind loads based on MWFRS with additional C&C No. C 72160 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. vt Op --VVMl!Irlu-- rncu/-kiNu IL)LLL)VV ALL iNUI UN I 1-11b UVVIN(d1 inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f'r saty practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless no:ed otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing ins ailed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of lTW Buitdin,qComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI, Pt 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae AN mN COMPANY I listing this drawina indicates acceptance of professional enaineeing responsibiIit solely lor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building 'Designer per ANSI/T Ii Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520009 T651 AVIARA WEST APARTMENTS DrwNo 12924.1508.47686 Truss Label: 1KC / CY 05/08/2024 428 828 1108 14108 19119 2210131 2704 30108 428 4' 210" 310" 511 2114 417 3104 0 12 5 12 3X4 3X6 A P I' I 7T Yfl X W V U T S R flQ 1113X6 5X10 3X8 5X8 3X4 4X6 5X6 30108 428 4' 28" 514 274 310 4 I 428 828 I I 12 ' 28 14 108 19312 245" 2704 301 08 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.157 J 999 240 Loc R+ I R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.365 J 999 180 Y 1428 I- I- /832 /2 /153 BCDL. 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 Q - - Q 1443 I- I- /846 I- I- Des Ld: 46.00 EXP: C Kzt: NA -tORZ(TL): 0.090 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 Y Erg Wid = 40 Mm Req = 1.5 (Truss) Soffit: 200 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.614 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.708 Bearing Q is a rigid surface. Bearing Y Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.09 it Rep Fac: Varies by Ld Case Max Web CSI: 0.933 Members not listed have forces less than 375# Loc from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 308 -1809 J - K 228 -it Lumber B-C 316-1809 J - L 58 -i' Top chord 2x4 DF-L #2(g) C - E 528 -3225 K-0 228 -1820 Bot chord 2x4 DF-L #2(g) E - F 527 -3208 L - M 43 -1001 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); F - G 528 -3213 M - N 0 -534 Lumber shall be dried to a maximum moisture content I - J 262 -2558 0 - P 179 -1869 of 19% prior to installation Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. X - W 2800 -253 U - T 3422 -327 All plates are 1.5X3 except as noted. W - V 2801 -253 T - S 2136 -124 V-U 3436 -329 S-R 1810 -145 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load A - Y 258 -1395 I - T 482 -44 along Bottom Chord, nonconcurrent with design gravity loads. A - X 2148 -359 T - M 561 -52 X-C 202-1268 K-L 409 -41 Purlins C-V 631 -57 S-N 470 0 In lieu of structural panels use purlins to brace all flat V-G 47 -448 N-R 86 -672 TC 24" oc. G - I 403-2627 R-P 1847 -139 G-T 196-1037 P-Q 134 -1402 Wind Wind loads based on MWFRS with additional C&C N No. C 72160 member design. End verticals not exposed to wind pressure. 111r Wind * loading based on both gable and hip roof types. WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Build ina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the asrwcoerusv I truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawinq or cover pa listing this drawina, indicates acceptance of professional enalneering responsibility solely -for the design shown. The suitabili and use of 155 Harlem Ave drawing for any structure is the responsibility of the BuiIding'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe org; AWC. awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ068520009 T652 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.47850 Truss Label: IKD / CY 05/08/2024 19312 428 828 1108 14108 17119 201913 2565 2708 30108 428 4' 210' 310" 311 171 478 I 1'6"d 310" 0 12 0.5 12 T2 3X4 4X6 3X6 I 1J " I Y 1113X6 e5X10 3X8 6X8 3X4 4X6 30108 428 4' 4' 28" 454 514 278 310 428 828 1228 141081 19312 245" 2708 30108 Loading Criteria (psD Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.201 I 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.467 I 794 180 Y 1428 /- /- /831 I- /153 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 A - - Q 1443 /- /- /847 EXP: C Kzt: NA Des Ld: 46.00 '-tORZ(TL): 0.092 A - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL: 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.702 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 4 8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPl Std: 2014 Max BC CSI: 0.714 Bearing 0 is a rigid surface. Bearing Y Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.873 Members not listed have forces less than 3754 Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 305-1809 I - K 241 -1527 Lumber B - C 313 -1810 J - L 30 -1052 Top chord 2x4 DF-L #2(g) C-E 522 -3235 K-O 233 -1677 T2 2x4 DF-L #1&Bet.(g); E - F 521 -3220 L - M 24 -980 Bot chord 2x4 DF-L #2(g) . F - G 523 -3223 M - N 7 -050 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); I - J 1377 -316 0- P 183 -1854 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 2798 -248 U - T 3476 -326 NDS/TPI reduction factors. W - V 2798 -248 T - S 2085 -111 All plates are 1.5X3 except as noted. V - U 3491 -328 S - R 1930 -171 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A-Y 256-1395 G-T 238 -1334 along Bottom Chord, nonconcurrent with design A - X 2148 -356 J - T 721 -80 gravity loads X-C 199-1254 T-M 417 -28 C-V 647 -57 N-R 96 -711 Purlins T. V-G 54 -512 R-P 1831 -145 In lieu of structural panels use purlins to brace all flat G-H 143 -552 P-Q 134 -1387 TC @ 24" oc. G-J 367-2420 Wind Wind loads based on MWFRS with additional C&C No. C 72160 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPl fó'r to these functions. Installers an6'SBCA) safety practices prior performing shall of BCSI (Building Pews CA 92571 temporary provide (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) diagonal bracing ins"alled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aaply plates to each face ofruss installed with and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes for additional information. page Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the drawing truss in conformance with ANSI 1 or for handling, shipping, installation and bracing of trusses. A seal on this listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability drawing for any srr'ucture is the responsibility of the Build ing'Designer per ANSI/TA 1 Sec.2. or cover paae 155 Harlem Ave and use of this North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRet: 1XZ068520009 T653 DrwNo 129.24.1508.48099 AVIARA WEST APARTMENTS Truss Label: iKE / CY 05/08/2024 1108 15119 1810"13 2708 30108 1108 4111 2114 8111 310 14" 512 HH kl 12 J II3X6 4 1113X6 '~z 3X4 4X6 1 5X4 ID 3X10 T;2 AP IT * 90 1 ° Bo III3X6 BL BI BF BO BA IAT AW AV 1113X6 5X10 3X8 5X8 m3X4 m4X4 A 30108 A 428 108" 45"4 5'1"4 278 310" 425 14108 19312 245" 2708 30108 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions (Ibs), or =PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl Ll# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce NA VERT(LL): 0.004 Y 999 240 Loc R+ / R- / Rh I Rw I U / RL BCLL: 000 Enclosure: Closed Lu. NA Cs: NA VERT(CL). 0.008 V 999 180 BO*155 I- I- /61 /0 /9 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 AG - - BA* 145 I- I- /153 /55 I- EXP: C Kzt NA Des Ld 46.00 -tORZ(TL): 0.028 AG - - BO 1-448 Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 TCDL: 10.8 psf BA /-533 Soffit: 2.00 BCDL: 4.8 psf CBC 2022 Max TC CSI: 0.218 AT 1-1051 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI 0.170 BO Brg Wid = 234 Min Req = - Spacing: 24.0" C&C Dial a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.553 BA Brg Wid = 136 Min Req = - Loc. from endwall: Any FT/RT:8(0)/10(0) Bearings BO & BA are a rigid surface. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01 02 0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat A - D 695 -691 S - X 516 -512 T2 2x4 DF-L #1&Bet.(g); TC@24"oc. D-G 790 -779 W-Y 977 -986 Bot chord 2x4 DF-L #2(g) T2: Brace interior chords with purlins at 24" 0/c. G - K 514 -509 X -AP 835 -876 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); J - Q 751 - 770 Y -AK 1062 -1058 Wind Lumber shall be dried to a maximum moisture content Win Q - S 1061 -1046 AK-AO 387 -349 of 19% prior to installation. Wind loads based on MWFRS with additional C&C S - W 1998 -2034 AP-AS 1537 -1566 member design. Plating Notes End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Wind loading based on both gable and hip roof types. NDSITPI reduction factors. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. BO-BL 757 -756 BA-AW 788 -783 BL-BI 627 -617 AW-AV 766 -749 Loading BI-BF 822 -813 AV-AT 685 -685 Truss transfers a maximum horizontal load of BD-BA 998 -980 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 A-BO 458 -501 W-BA 487 -653 5557 179.99 BC 0.00 30.88 A -BL 825 -835 BA-AK 656 -653 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF face one BL-G 861 -884 AK-AW 318 -441 G -BF 759 -780 AW-AO 475 -506 and 24.0" span opposite face. Top chord may be BF- P 790 -828 AO-AV 330 -483 notched 1.5" deep X 3.5" at 48" 0/c along top edge. P-W 970 -976 AV-AS 1592 -1578 DO NOT OVERCUT. No knots or other lumber No. 72160 fl P-BA 535 -550 AS-AT 1055 -1091 defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Civil. Truss checked for 250# movable concentrated load OF along Bottom Chord, nonconcurrent with design CAA01f: gravity loads 05 4 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shioping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 per noted otherwise, chord shall properly attached structural sheathing and chord shall bracing BCSI. Unless top have bottom have attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) on per sections or as applicable plates each of'truss and position as a properly installed with diagonal bracing installed the CLR BCSI B3, B7, B1O Aoply to face shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any.failure to build the AN mN COMPANY drawing truss in Conformance with ANSI/WI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this or cover pa ae 155 Harlem Ave listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this -Designer North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: tccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24647 / GABL Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1X7068520009 T653 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.48099 Page 2 of 2 Truss Label: iKE I CY 05/08/2024 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3)16 ga. 1/2 x 1.75' wire staples (0.064 Dia.)Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS Al 1530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. —WARNING— READ AND FOLLOW ALL NO I ES ON tHIS DRAWING! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and 'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per SCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous tateral restraint (CLR), installed with Idiagonal bracing in1aIled on the CLR per SCSI sections B3, B7, or B1O, as applicable Aoply plates to each face oftruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. I Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina' indicates acceptanbe of professionI enalneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TA 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust' R6852 JRef' 1 XZ068520009 T654 AVIARA WEST APARTMENTS DrwNo' 129 24.1508 47279 Truss Label: 1 K / RTT 05/08/2024 1108 15119 18813 2708 30108 1108 4111 294 8311 310" 14" 3fl2 I 5X6 J Ii3X6 12 4X6 0 1.5X4 Av IRI RI 30108 428 428 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi' 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 5557 # ( 180.00 plf) along top chord, from either direction, to supports where indicated Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 180.00 TC 0.00 30.87 5557 179.99 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 7104 2912 278 310" 12012 14108 19312 245" 2708 30108 Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria A Maximum Reactions (Ibs), or *PLF F9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.005 Y 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.007 W 999 180 BR*156 /- /- /62 /2 /9 Snow Duration: NA HORZ(LL): 0.026 AH - - BD*144 /- /- /157 /59 /- HORZ(TL): 0.029 AH - - BR /-448 Building Code: Creep Factor 2.0 BF /104 CBC 2022 Max TIC CSI: 0.223 BD /-576 TPI Std: 2014 Max BC CSI: 0.170 AW /-1082 Rep Fac: Varies by Ld Case Max Web CSl: 0.569 Wind reactions based on MWFRS BR BrgWid=234 Min Req= - FT/RT:8(0)/10(0) BD Brg Wid = 136 Min Req = - Plate Type(s). Bearings BR & BD are a rigid surface. WAVE VIEW Ver: 23.01.02.0731 17 Members not listed have forces less than 375# Purlins Maximum Top Chord Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. TC@24"oc. A-D 696 -692 X-Z 1009 -986 T2: Brace interior chords with purlins at 24" 0/c. D - G 789 -778 Y -AK 511 -494 Wind G-K 521 -517 Z-AJ 1095 -1101 J-Q 751 -770 AJ-AN 1034 -1040 Wind loads based on MWFRS with additional C&C Q - S 1068 -1053 AK-AS 882 -928 member design. S-X 2078 -2105 AN-AR 387 -349 End verticals not exposed to wind pressure. S - Y 586 -588 AS-AV 1582 -1614 Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp BR-BO 757 -756 BD-AZ 837 -829 BO-BL 631 -621 AZ-AY 810 -789 BL-BI 819 -809 AY-AW 685 -685 BG-BD 980 -959 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-BR 458 -501 X-BD 524 -698 A-BO 827 -836 BD-AN 693 -687 BO- G 864 -887 AN-AZ 337 -461 G -81 765 -785 AZ-AR 478 -508 BI-P 808 -848 AR-AY 336 -489 P-X 1010-1021 AY-AV 1641 -1624 P-BD 564 -576 AV-AW 1086 -1124 civii- OF T. No. C 72160 WAKNINti HEAD AND bOLLUVV ALL NO I ES ON I HIS DHAWtNOb Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperIv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, 87, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ...i L...Pi NJ E Notes page for additional information. Alpine a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifS' and use of this drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24651 / GAEL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520009 T654 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.47279 Page 2of2 Truss Label: 1KF / RTT 05/08/2024 Gable Studs Gable studs (dashed members) may be installed at 16' oc with Wave plates. In lieu of plates use (3)16 ga. 1/2 x 1.75 wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. No. C 72160 CAUF I vvMrrmrs., - rcMu MINL) IL)LLL)VV FLL ntu I 1=0 UIN I 1`110IO L)r/VVIIN(! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses req uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Penis CA 92571 Component Safety Information by TPI ana'SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1756 bracing per BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with Idiagonal bracing inlaIled on the CLR per BCSI sections B3, 67, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE INotes page for additional information. Alpine,a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover page listing this drawina indicates acceptance of professional enieering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 III15X4 12 ru-ave ":J 4 = IT I FJ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in bc LIdefl L/# VERT(LL): 0.217 G 999 240 VERT(CL): 0.504 G 734 180 HORZ(LL): -0.053 N - - HORZ(TL): 0.124 N - - Creep Factor: 2.0 Max TC CSI: 0.694 Max BC CSI: 0.689 Max Web CSI' 0.872 Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): EW Ver: 23.01.02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL AA 1428 /- I- /830 I- /153 S 1443 I- /- /849 I- Wind reactions reactions based on MWFRS AA Brg Wid = 4.0 Min Reg = 1.5 (Truss) S Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearing S is a rigid surface. Bearing AA Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Cor A-B 299-1807 J - N 268 -ii B-C 307-1807 K-L 1571 C-E 501-3196 L-M 28 -704 E-F 499 -3173 M-0 42 -787 F-H 501 -3181 N-Q 205 -1642 G - l 1341 -285 0-P 82 -825 G-J 274-1474 Q - R 185 -1857 I - K 1487 -318 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL. 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 CF-L #2(g) T2 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all fiat TC @ 24" oc. Brace interior chords with purlins at 24' 0/c. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. 7NNo.72160 OF T. TA Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AA 252-1395 L-V 1105 -138 A-Z 2145 -349 V-0 108 -398 Z-C 195-1279 U - P 485 -2 C-X 586 -41 P-T 101 -716 H - I 119 -547 T-R 1837 -146 H - L 309 R-S 136 -1385 H-V 239-1515 Ply: 1 Job Number: R3444W_DV Cust: N 6852 JRef: 1 XZ068520009 T655 AVIARA WEST APARTMENTS DrwNo: 12924.1508.47670 Truss Label: 1KG / CY 05108/2024 i"8 428 828 1108 1389 16713 24812 25'f"5 30108 428 4' 210" 281 1951 8015 9" 310 30108 428 4' 4' 28" 454 514 278 310" 426 8'2"6 1228 14108 19312 245" 2706 30108 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 2808 -239 W-V 3251 -270 Y-X 2808 -239 v-u 2296 -176 X-W 3268 -272 U-T 1964 -190 "WAKNINti" NAU ANU i-ULLOW ALL NO I 1.b ON I hiS Ut<AWIN(jl Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handlinu shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an a 'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted o"therwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,41...Pi r\i E I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the sscupum I truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enamneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any srr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.comjCC: iccsafe.org; AWC: awc.org Glenview, IL 60025 LI 1.5X3 m4X4 0 12 30108 Y III3X10 8X12 I1I1,5X3 III1.5X3 8X8 m4X8 4X6 5X6 6X8 G I 1113X8 428 428 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind! Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); Bot chord 2x10 DF-L#2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mi. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75' o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.1.60 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 1488 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (8.21,21.68) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. Ply. 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 1657 AVIARA WEST APARTMENTS DrwNo: 129 .24.150847263 Truss Label: 1KH / CV 05/08/2024 2 Complete Trusses Required 426 828 1104 14108 1974 23115 261013 30108 428 A. 2912 3104 4812 441 2118 31111 T I 3'1O'4 2114 I 514 24" 343 828 12012 15' 1974 2488 27081 I 513 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.327 D 999 240 Loc Ri- I R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.412 D 898 180 Y 5100 1-2244 /2500 12813 /2780 /1904 Snow Duration: NA HORZ(LL): 0.067 A - - AG 2771 I- I- /1036 /986 I- HORZ(TL): 0.084 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max TC CSI: 0.345 AG Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.465 Bearing AG is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.760 Bearing Y Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Vet: 23.01.02.0731.17 Loading A-132088 -3700 I-J 1508 -3427 B - C 2105 -3728 J - K 912 -1864 Truss checked for 250# movable concentrated load C - E 2926 -5500 J - L 657 -1736 along Bottom Chord, nonconcurrent with design E - F 2280 -4140 K - M 716 -1707 gravity loads. F - H 2291 -4169 L - N 651 -1723 Purlins G-I 682-1451 N-O 712 -1893 In lieu of structural panels use purlins to brace all flat TC @ 24' oc Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Laterally brace bottom chord above filler with purlins at 24' OC. Y-X 1251 -1246 U-T 4199 -2085 X-W 6450-3772 T-S 3412 -1362 W - V 6474 -3784 5- R 1767 -889 V - U 4207 -2090 R -0 1749 -862 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 1392-2522 V-H 1917 -1366 oSs10 A - X 4338 -2450 AF- V 295 688 B-Z 248 -450 G-H 1163 -616 T. X-AA 2117-3455 H-1 792 -1901 Z-X 244 -445 H-T 904 -1199 AA-AB 2095-3421 I-T 809 -401 AB-C 1757-2922 T-K 65 -385 No.C72160 C-AC 1838-1895 K-S 345 -733 C-AD 1215 -809 S-M 1856 -778 Li AD-AE 1582 -1231 M-R 508 -1249 AE-V 1590-1227 0-0 1983 -746 CIVI E-G F -AF 755-1587 298 -672 0-P 548 -1491 CAL%O F111 rP\U P\INLI rJLL1JVV MILL INLJ I =0 UiN I rhO L)N/400II'4Ln' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or Bi0, as applicable. Apply plates to each face of'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information, lAlpine, a division of TIN BuildinComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uucoeruuv truss in conformance with ANSI, P1 1, or for handling shipping,, installation and bracino of trusses. A seal on this drawina or cover pa I listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabiIif and use of 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 24658 / FLAT Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef1XZ068520009 T657 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24150847263 Page 2of2 Truss Label: 1KH / CY 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2244# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Use of truss designs for any particular project is the responsibility of the building owner or building design professional. Loads & dimensions entered by truss manufacturer. T. No. C 72160 WAKNIN( P<AU ANL) iOLLOW ALL NO I Lb ON I Nib LJI<AWINii! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI anaSBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD, as applicable Apply plates to each face of 'truss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i L....Ii i.i E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uunwCOMPANY truss in conformance with ANSI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover pace listing this drawing indicates acceptance of professional enalneering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPL tpinst.org SBCA: sbcacomponents.com ICC: iccsafe.org; - Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Gust R6852 JRef: 1XZ068520009 T658 AVIARA WEST APARTMENTS DrwNo: 129.24.1508.47472 Truss Label: 1KJ / CY 05/08/2024 2 Complete Trusses Required 4'28 928 1104 14105 1974 I 2488 29115 291013 I 4'28 4 2912 3104 4'912 514 1'23 76' III i 5X3 4X4 D 12 H05 8 iE: 3 _8X8 ;WiW: AD IiI3X10 8X12 flul.5X3 ii1.5X3 5X8 _6X8 4X0 4X6 5X6 3X8 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mear Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 Spacing: 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) TI 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) 81, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(9); Lumber shall be dried to a naximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"0", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=l .60/Plate Dur.Fac.1 .25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 1L.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at :8.21,21.68) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. 4' 3104 2114 828 12012 15' 30108 , 474 514 1874 2488 A 2708 2985 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity PCNA Ce: NA VERT(LL): 0.332 D 999 240 Loc R+ IR- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): 0.419 D 884 180 X 5100 /-2244 /2500 /2813 /2780 /1904 Snow Duration: NA HORZ(LL): 0.068 A - - AF 2771 I- I- /1036 /986 /- '-IORZ(TL): 0.086 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 X Brg Wid = 4.0 Min Req = 2.7 (Truss) CBC 2022 Max TC CSI: 0.639 AF Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI: 0.465 Bearing AF is a rigid surface. Bearing X Fcperp = 625p5i. Rep Fac. Varies by Ld Case Max Web CSI. 0.760 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 23.01.02 0731 17 Loading A-B 2088-3700 l-J 1510 -3433 B-C 2105 -3728 J-K 1406 -3537 Truss checked for 250# movable concentrated load C - E 2926 -5500 K - L 441 -1037 along Bottom Chord, nonconcurrent with design E - F 2278 -4135 K - M 1043 -2724 gravity loads. F - H 2289 -4164 M - N 317 -877 Purlins G-I 683-1453 In lieu of structural panels use purlins to brace all flat TC @ 24" oc Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Laterally brace bottom chord above filler with purlins at24"OC. X-W 1251 -1246 T-S 4197 -2085 W - V 6450 -3772 5- R 3457 -1378 V-U 6474-3784 R-Q 2953 -1137 U-T 4205-2089 Q-P 951 -347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 1392-2522 U-H 1920 -1366 A-W 4338-2450 AE-U 295 -669 B-Y 248 -450 G-H 1156 -614 W-Z 2117-3455 H - I 788 -1889 ØT.TX Y-W Z -AA 244 -445 2095-3421 H-S I -S 904 -1205 846 -414 AA- C 1757 -2922 S - J 47 -390 C-AB 1838-1895 R-L 591 -277 C-AC 1215 -810 L-Q 606 -1500 No. C 72160 AC-AD 1582-1231 Q-M 2198 -865 111 AD-U 1590-1227 M-P 363 -987 E-G 757-1593 P-N 1395 -507 F-AE 298 -673 N-O 511 -1423 OF f WAKNIN(j AU AND 1-OLLOW ALL NO I Lb ON I HIb UI-tAWINLd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris GA 92571 Component Safety Information by TPI an8SBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locatio-is shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with Idiagonal bracing installed on the CLR per BCSI sections 83, 87, or B10, as applicable. Apply plates to each face oflruss and position as i shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unswcopuev Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility soIeIy'or the design shown. The suitabilifç' and use of mm 155 Harlem Ave I drawing for any sEr'ucture is the responsibility of the Building "Designer per ANSI/TF'l 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24662 / FLAT Ply. 2 Job Number: R3444W0V Cust' R6852 JRef,1XZ068520009 T658 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.47472 Page 2of2 Truss Label: 1KJ / CY 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2244# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Use of truss designs for any particular project is the responsibility of the building owner or building design professional. Loads & dimensions entered by truss manufacturer. oFESSi T. No. C 72160 * CiVI.- 'Op CAUc9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary, 19511300-1758 bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or BiD, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the AN ~ COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This HarlemAve drawing for any st'ructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org;_AWC:çpfg__Glenview, IL 60025 B-C 2105-3728 J - K 1360 -3407 C - E 2926-5500 K-L 786 -2868 E-F 2278-4133 K-M 637 -1513 F-H 2288-4162 L-N 840 -2203 G-1 683-1454 N-0 514 -1398 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-X 1251 -1246 U-T 4197 -2085 X-W 6450-3772 T-S 3474 -1385 W-V 6474-3784 S-R 2371 -868 V-U 4205-2089 R-Q 1396 -519 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Laterally brace bottom chord above filler with purlins at 24" OC. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 1392 -2522 AF-V 295 -859 A-X 4338-2450 G-H 1154 -613 B-Z 248 -450 H - I 787 -1885 X -AA 2117 -3455 H - T 904 -1208 Z-X 244 -445 I-T 854 -417 AA-AB 2095-3421 T-J 44 -388 AB-C 1757-2922 J-S 283 -577 C-AC 1838-1895 S-M 1225 -525 C-AD 1215 -810 M-R 568 -1399 AD-AE 1582 -1231 R-N 1481 -591 AE-V 1590 -1227 N -0 300 -773 E-G 758-1595 0-0 1578 -586 F -AF 298 -673 0 - P 496 -1370 V-H 1920-1366 72160 OF ): Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T659 AVIARA WEST APARTMENTS DrwNo: 129.241508.47881 Truss Label: 1KK / CV 05/08/2024 I> 2 Complete Trusses Required 428 828 1104 14108 1974 24105 27913 30108 428 4' 2912 3104 4812 531 2118 3011 Oil. 5X3 4X4 0 12 C4X6 ""rz7 4 8X8 I AF W5 AE I 1113Xlo 8X12 Iii1.5X3 IiI1,5X3 8X8 4X8 4X6 5X6 4X6 113X8 6X8 I 30108 428 4' 3104 2114 474 514 24' 253 428 828 12012 15' 1974 2488 2708 30108 14" 3 28'S' 5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.322 D 999 240 HORZ(LL): 0.066 P - - Loc R+ / R- / Rh / Rw /U / RL V 5100 /-2244 /2500 /2813 /2780 /1904 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.407 D 910 180 BCDL: 8.00 Risk Category: 1 Snow Duration: NA AG 2771 /- I- /1036 /986 I- .Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.083 P - - Wind reactions based on MWFRS Building Code: NCBCLL: 0.00 Mean Height: 24.50 ft Creep Factor: 2.0 V Brg Wid = 4.0 Mm Req = 2.7 (Truss) Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.532 AG Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.465 Bearing AG is a rigid surface. Bearing V Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.760 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 iMA/ I-IQ A-R 2088 -3700 -.1 isin -5433 Lumber Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); Bot chord 2x10 DF-L #2(g) Bi, B6 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs :lRow @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1 .60/ Plate Dur.Fac.=i .25) TC: From 76 plf at 3.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (8.21,21.68) Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. VVI.NNINU" P,UP,iNL) OLLUVV ALL NU I t:b UN iFiI UiUVVINLd! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme cars in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information by TPI andSBCA) tlS'r satety practices prior to performing these functions. Installers shall provide temporary (951)350-1758 bracing oer BCSI. Unless notes otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for cermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections 83, B7, or 810, as applicable Aoply plates to each face of iruss and position as 4b shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pa 1e 155 Harlem Ave Ilisting this drawing indicates acceptance of professional engeering responsibility soIeIy'or the design shown. The suitabili and use of is drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 24664 I FLAT Ply 2 Job Number: R3444W_DV Cust R6852 JRef. 1X7068520009 T659 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.150847881 Page 2 of 2 Truss Label: 1KK / CY 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2244# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Use of truss designs for any particular project is the responsibility of the building owner or building design professional. Loads & dimensions entered by truss manufacturer. 7No. C 72160 ) OFCALVIF WARNINtj REAL) AND FOLLOW ALL NO I ES ON I HIS L)NAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. ADpIy plates to each face of'truss nd position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pa listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitability and use of s 155 Harlem Ave drawing for any sfiucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 J 6X8 A I o Iw t I 3X10 428 828 1I'04 428 4 2912 911 5X3 4X4 D 05 12 6X12 H0508 iftl.5X3 B x V 81 U I S 8X12 01.5X3 II11,5X3 8X8 6X8 5X16 6 86 o p 4X8 4X6 III 503 14I0"8 1974 3104 4812 12 4X6 - 4 88 44 S 3X4 54X6 Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520009 T660 AVIARA WEST APARTMENTS DrwNo: 129.24.150848038 Truss Label: 1KL / CY 05/08/2024 2 Complete Trusses Required 30' 08 1'O 1 30'10'8 428 4' 3'104 2'114 474 5'14 Z!,".1 , 3' 4'28 828 12012 15' 19'74 2488 273' 3O'1l3 08 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.346 D 999 240 Loc R+ / R- / Rh I Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.437 D 847 180 W 5100 /-2244 /2500 /2813 /2780 /1904 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 N - - N 2771 /- I- /1036 /986 I- Des Ld: 46.00 EXP: C Kzt: NA ____________________ HORZ(TL): 0.091 N - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 W Brg Wid = 4.0 Mm Req = 2.7 (Truss) Soffit: 2.00 TCDL 108 psI CBC 2022 Max TC CSI: 0.262 N Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCD_ 48 psI MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.551 Bearing 0 is a rigid surface. Bearing W Fcperp = 625psi. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.760 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Lumber Loading A-B 2088-3700 F-H 2290 -4167 B - C 2105 -3728 G -1 683 -1452 Top chord 2x4 DF-L #2(g) Ti 2x6 DF-L SS(g); Truss checked for 250# movable concentrated load C - E 2926 -5500 I - J 1510 -3432 Bot chord 2x10 DF-L#2(g) Bi, along Bottom Chord, nonconcurrent with design E - F 2279 -4138 J - K 1430 -3611 B6 2x6 DF-L SS(g); gravity loads. Webs 2x4 DF-L Standard(gl W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Purlins Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. 0119% prior to installation. TC @ 24oc. W - V 1251 -1246 S - R 4198 -2085 Nailnote Laterally brace bottom chord above filler with purlins V - U 6450 -3772 R - Q 3423 -1366 at 24" OC. U-T 6474 -3784 Q-P 3359 -1281 Nail Schedule:0.131"x3", mm. nails T - S 4208 -2090 P-0 3383 -1287 Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-W 1392-2522 E-G 756 -1589 Special Loads A-V 4338 -2450 F -AD 298 -673 (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.25) B-X 248 -450 T-H 1919 -1366 V TC: From 76 plf at 3.00 to 76 p11 at 14.86 - Y 2117 -3455 AD- T 295 -669 TC: From 78 plf at 14.88 to 78 p11 at 30.88 X-V 244 -445 G-H 1160 -615 BC: From 16 p11 at 0.00 to 16 plf at 30.88 0 T. Y-Z 2095-3421 H - I 791 -1898 PLB: 5000 lb Conc. Load at (8.21,21.68) Z-C 1757-2922 H-R 904 -1199 C-AA 1838 -1895 I - R 825 -407 Plating Notes C-AB 1215 -809 R-J 62 -388 Connectors in green lumber (g) designed using AB-AC 1582 -1231 K-0 1389 -3648 NDS/TPI reduction factors. No. C 721 60 AC-T 1590-1227 All plates are 3X4 except as noted. 1.25 plate duration factor used. * I VVAkNll NP,tj ANU I-ULLUVV ALL NU to UN I HIZ5 L)I<AVVINU! ifliund Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme cars in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless rioted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing intaIled or. the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of Iruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover pace I listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif' and use of this 155 Harlem Ave Idrawing for any structure is the responsibility of the Building iDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24670 / FLAT Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520009 1660 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1508.48038 Page 2 of 2 Truss Label: 1KL / CY 05/08/2024 Wind Wind loads based on MWFRS with additional C&C member design End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -2244# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# Use of truss designs for any particular project is the responsibility of the building owner or building design professional. Loads & dimensions entered by truss manufacturer. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Ruder St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. 1951>300-1758 bracing Der BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable AopIy plates to each face ofruss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,.i i....i'i r.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the I truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 428 828 1108 428 4' 210" 14108 1974 2488 2708 310" 4812 514 24" 3X4 D 2708 A Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.110 D 999 240 VERT(CL): 0.255 D 999 180 HORZ(LL): 0.026 L - - HORZ(TL): 0.060 L - - Creep Factor: 2.0 Max TC CSI 0.389 Max BC CSI: 0.576 Max Web CSl: 0.748 EW Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520010 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.01099 Truss Label: iLl JCJ / GWH 05/08/2024 4' i 4' 28" 4812 828 127"8 14108 1974 428 428 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 I Mean Height: 24.50 ft NCBCLL: 10.00 TCDL: 10.8 psf Soffit: 2.00 BCD_: 4.8 psf Load Duration: 1.25 IMWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" IC&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Purlins Brace interior top chords of all trusses with purlins at 24" 0/c. 514 24" 24'8"8 2708 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- I Rh / Rw /U / RL S 1249 /- I- /729 /22 /153 L 1262 I- I- /745 I- Wind reactions reactions based on MWFRS S Brg Wid = 4.0 Min Req = 1.5 (Truss) L Brg Wid = 5.5 Min Reg = 1.5 (Truss) Bearing L is a rigid surface. Bearing S Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 328-1552 F-H 438 -1929 B-C 337-1551 G-1 17 -671 C-E 524 -2513 l-J 246 -1887 E-F 434-1913 J - K 149 -1290 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 2344 -277 0-N 2214 -258 0-P 2344 -277 N-M 1282 -132 P-0 2219 -260 No: C 58005 * 05/09/2024 COP CIV Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 278 -1217 H - I 289 -1165 A-R 1840 -383 H - N 142 -600 R-C 202-1015 N-J 499 -12 E-G 106 -692 J-M 123 -733 F-P 90 -400 M-K 1440 -143 P-H 525 -57 K-L 132 -1248 y • rctbLJ bMNLJ rULLUVV ALL i'4L) I CO Ur'I I riio urc,ewVIINL! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St I Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 I Component Safety Information by TPI ana'SBCA) f6r satety practices prior to performing these functions. Installers shall provide temporary bracing ner BCSI. Unless no:e/t otherwise, top chord shall have Droperlv attached structural sheathing and bottom chord shall have a properly Locations 19511300-1758 I attached rigid ceilina. shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in5ta11ed on. the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of Iruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General INotes page for additional information. ALPINE lAlpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page u,wcoMrusv I I listing this drawina' indicates, acceptance of professional engineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for is any srructure the responsibility of the Building uesigner per ANSIITPI 1 Sec.2. I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org North Building, 4th Floor I Glenview, IL 60025 428 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 24.50 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 C&C Dist a: 3.09 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L SS(g) T2 2x4 DF-L #2(g); Bot chord 2x10 DF-L #2(g) B1, 86 2x6 DF-L SS(g); Webs 2x4 CF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131'x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @ 7.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1 .60 / Plate Dur.Fac.1 .25) TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 1488 to 78 plf at 30.88 BC: From 16 plf at 0.00 to 16 plf at 30.88 PLB: 5000 lb Conc. Load at (8.21,21.68) Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. All plates are 3X4 except as noted. 1.25 plate duration factor used. ***** Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Ply 2 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520010 T355 AVIARA WEST APARTMENTS DrwNo 129.24.1513.02529 Truss Label: 11-2 JCJ / GWH 05/08/2024 ' 2 Complete Trusses Required 425 828 1108 14108 1974 2488 2708 428 4' 210 310" 4812 514 24" 1111. 5X3 12 0.5 12 T2 ED IIl3X10 m6X16 lvi 5X3 IIl1.5X3 m8X8 -=4X8 4X6 1113X8 6X8 2708 3104 828 12012 2114 474 15' 1974 514 24" 24'8"8 2708 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf NA Ce: NA VERT(LL): 0.236 D 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.298 D 999 180 S 4733 /-2234 /2500 /2666 /2640 /1904 Snow Duration: NA HORZ(LL). 0.049 L - - AA 2778 1-254 I- /1176 /1134 I- ttORZ(TL): 0.062 L - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 S Brg Wid = 4.0 Min Req = 2.5 (Truss) CBC 2022 Max TC CSI 0.236 PA Big Wid = 5.5 Min Req = 1.5 (Truss) TPI Std. 2014 Max BC CSI: 0.431 Bearing AA is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.753 Bearing S Fcperp = 625p5i. Members not listed have forces less than 375# FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Con WAVE, HS VIEW Ver: 23.01.02.0731.17 Loading A-13 1983 -3427 F-H 2133 -3 B - C 2000 -3452 G -1 574 -1'.... Truss checked for 250# movable concentrated load C - E 2667 -4823 I - J 1145 -2478 along Bottom Chord, nonconcurrent with design E - F 2125 -3732 J - K 620 -1489 gravity loads. Wind Maximum Bot Chord Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. member design. S - R 1251 -1246 P-0 3519 -1827 End verticals not exposed to wind pressure. R -0 5940 -3577 0 - N 3512 -1823 Wind loading based on both gable and hip roof types. 0- P 5959 -3587 N - M 1495 -628 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 1322-2339 F-Z 287 -602 A-R 4017-2327 P-H 1934 -1367 B-T 247 -453 Z-P 284 -598 R-U 2109-3157 G-H 900 -525 T-R 243 -448 H - I 547 -1257 U-V 2088-3127 H-N 14, V - C 1702-2643 I - N 485 -297 C-W 1849-1895 N-J 911 -501 C-X 911 -1456 INFESISIS1 1220-1007 J-M 393 -860 X-Y 1586-1430 M-K 1647 -688 1594-1430 K-L 563 -1367 C 58005 E-G 636-1276 * 05/09/2024 CIV OF WAININ(i I-(JkU ANLJ t-OLLOVV ALL NO i E,5 ON i hiS U1<AWiN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ro'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General , i.pi E Notes page for additional information. Alpine a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uscoeruuv I truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paqe listing this drawing indicates acceptance of professional engpeering responsibility solely nor the design shown. The suitabiIif' and use of s 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22386 / FLAT Ply; 2 Job Number: R3444W_DV Cust; R6852 JRef;1XZ068520010 1355 FROM; Qty; AVIARA WEST APARTMENTS DrwNo. 129.24 1513.02529 Page 2 of 2 Truss Label: 11-2 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2234# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# No .'C 58005 * 05/09/2024 * OF CALAV& ~ 6~// ritbkLi P,iNLJ rULLUVV ALL NU I t:o L)iN 1 i1i UI(AVVIIN(! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) f/r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with idiagonal bracing inialled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the urrnvirueriusv Itruss in conformance with ANSIITPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave I listing this drawina' indicates acceptance of professional engj[ierng responsibility solely-tor the design shown. The suitabili1' and use of this I drawing for any sfructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPl; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 Ply' 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520010 T356 AVIARA WEST APARTMENTS DrwNo: 129.241512.57645 Truss Label: 11-3 JCJ / GWH 05/08/2024 428 828 1108 14108 1974 2488 2708 428 4' 210" 310" 4812 514 24" F1 3X4 1113X6 ~—zU4 12 A 3X4 El Y H H JU I H III3X6 - As AP ......AC 113X6 5X10 3X8 6X8 4X10 2708 428 4' 4' 28" 4812 514 24" 428 828 1228 14108 1974 2488 2708 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs), or *PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph pf NA Ce: NA VERT(LL): 0.008 J 999 240 Loc R+ I R- I Rh / Rw I U / RL BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(CL): 0.008 L 999 180 AV' 149 I- I- /102 /3 /9 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.020 J - - AG*123 I- I- /203 /33 I- Des Ld: 46.00 EXP: C Kzt NA 9ORZ(TL): 0.025 J - - AV /454 NCBCLL: 10.00 Mean Height: 24.50 ft Building Code. Creep Factor: 2.0 AJ /-242 Soffit: 2.00 TCDL: 10.8 psf BCDL: 4.8 psf CBC 2022 Max TIC CSI: 0.217 AG /-294 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.183 AB Wind reactions based on MWFRS Spacing: 24.0 C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.426 AV Brg Wid = 234 Min Reg = - Loc. from endwall: Any FTIRT:8(0)/10(0) AG Brg Wid = 90.5 Min Reg = - GCpi: 0.18 Plate Type(s): Bearings AV & AG are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L #2(g) member design. A - D 723 -712 Q - U 1198 -1107 Webs 2x4 DF-L Standard(g) End verticals not exposed to wind pressure D - G 771 - 748 U - Y 1155 -1201 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. G - K 715 -686 V -AA 813 -852 of 19% prior to installation. J -Q 711 -753 Plating Notes Gable Studs Connectors in green lumber (g) designed using Gable studs (dashed members) may be installed at 16" Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. oc with Wave plates. In lieu of plates use (3) 16 ga. Chords Tens.Comp. Chords Tens. Comp. 1/2" x 1.75" wire staples (0.064 Dia.)Toe nailed All plates are 1.5X3 except as noted, through chord into web & web into chord on one face AV-AS 757 -756 AJ-AG 879 -850 for a total of (6) staples per connection AS-AP 712 -699 AG-AC 528 -498 Loading AP-AM 741 -728 AC-AB 420 -415 Truss transfers a maximum horizontal load of AMAJ 452 -419 4867 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens Comp Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TIC 0.00 27.04 A-AV 458 -529 R-U 836 -891 4867 179.99 BC 0.00 27.04 A -AS 850 -870 R -AG 760 -816 Truss designed to support 1-0-0 top chord outlookers E I AS- G 927 -905 U -AG 240 -561 and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be W G -AM 877 -935 AG- Y 797 -844 notched 1.5" deep X 3.5" at 48" 0/c along top edge. -Q 570 -497 V-AC 416 -741 665 -787 AC-AA 945 -905 DO NOT OVERCUT. No knots or other lumber Q - R 176 -490 AA-AB 693 -875 defects allowed within 12" of notches. Do not notch 247 -440 in overhang or heel panel, unless specified otherwise. 58OO5 AJ Bottom chord checked for 10.00 psf non-concurrent live load. 05/09/2024 1*/- Truss checked for 250# movable concentrated load / Bottom Chord, design along nonconcurrent with gravity loads. OF CAU **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and'SBCA) for safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing er BCSI. Unless noted olherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections B3, B7, or BiD, as applicable Aoply plates to each face oftruss and position as 14111116111,11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General AL...PI ri E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss i conformance with ANSI PI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing, or cover page listing this drawina indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec 2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com, ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22388 / GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T356 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 129.24.1512.57645 Page 2 of 2 Truss Label: 11-3 JCJ / GWH 05/08/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. No: C 58005 05/09/2024 CIVI' st?' PP CAU° vvMFcr1Ir., rcciutitj ruLwVv ALL iNUitO UN I r1IZ> L)rvsVVliNij! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as S hown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine a division of ITW BuiIdingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the ALPINE truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page AN UW COMPANY listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC:awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T358 AVIARA WEST APARTMENTS DrwNo: 129.24.1512.57070 Truss Label: 1L4 JCJ / GWH 05/08/2024 428 828 1108 14108 1874 2488 2708 428 4' 210" 310" 4812 514 24" (TYP) 3X4 1113X6 zz 3X4 12 8 5X6 .'zJ 4 0.5 12 A AA Ii AV AS 1113X6 AS AP AM AJ AG AC 11I3X6 m5X10 3X8 6X8 m4X10 2708 428 ' ' 28" 4812 514 24" 428 828 1228 14108 1974 2488 2708 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 2000 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.008 J 999 240 Loc R+ / R- I Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.008 L 999 180 AV* 149 I- I- /102 /3 /9 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.020 J - - AG*124 I- I- /203 /33 I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL) 0.025 J - - AV 1-458 Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 AJ /-242 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 CBC 2022 Max TC CSI: 0.217 AG /-293 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.183 AB /-685 Wind reactions based on MWFRS Spacing: 24.0" C&C Dist a: 309 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.426 AV Brg Wid = 234 Min Req = - Loc. from endwall. Any FT/RT8(0)/10(0) AG Brg Wid = 90.5 Min Req = - GCpi: 0.18 Plate Type(s): Bearings AV & AG are a rigid surface. Wind Duration 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L #2(g) member design. A - D 723 -712 Q - U 1105 -1105 Webs 2x4 DF-L Standard(g) End verticals not exposed to wind pressure. D - G 772 -749 U - Y 1155 -1201 Lumber shall be dried to a maximum moisture content Wind loading based on both gable and hip roof types. G - K 717 688 Y -AA 813 -852 of 19% prior to installation. J -0 711 -753 Plating Notes Gable Studs Gable studs (dashed members) may be installed at 16" Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using oc with Wave plates. In lieu of plates use (3) 16 ga. Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed All plates are 1.5X3 except as noted through chord into web & web into chord on one face AV-AS 757 -756 AJ-AG 879 -851 for a total of (6) staples per connection. AS-AP 712 -699 AG-AC 528 -498 Loading AP-AM 740 -728 AC-AB 420 -415 Truss transfers a maximum horizontal load of AM-AJ 452 -419 4867 # ( 180.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4867 180.00 TC 0.00 27.04 A-AV 462 -533 R-U 834 -890 4867 179.99 BC 0.00 27.04 A -AS 852 -872 R -AG 761 -818 Truss designed to support 1-0-0 top chord outlookers AS- G 932 -970 U -AG 237 -559 G-AM 882 -940 AG-Y 797 -844 and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be K -0 570 -490 Y -AC 416 -741 notched 1.5" deep X 3.5" at 48" 0/c along top edge. .. AM- R 663 -786 AC-AA 945 -905 DO NOT OVERCUT. No knots or other lumber AA-AB 693 -876 defects allowed within 12" of notches. Do not notch - -440 R -AJ- ; in overhang or heel panel, unless specified otherwise. No. C 58005 Bottom chord checked for 1000 psf non-concurrent live load. 5/09/2024 0 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design .1' gravity loads. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f8'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), have a properly installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as Refer General shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Notes page for additional information. to job's ALPINE drawing, Alpine, a division of IT'rN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ssrrwcuepusv truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracina of trusses. A seal on this or cover paae 155 Harlem Ave listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 'Designer North Building, 4th Floor drawing for any st)'ucture is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 22396 / GABL Ply: 1 Job Number: R3444WDV Cust: R6852 JRet:1XZ068520010 T358 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.151257070 Page 2 of 2 Truss Label: 114 JCJ / GWH 05/08/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. NoC 58005 * 05/09/2024 CIV "WAKNIN tAU ANV bOLLOVV ALL NO I Lb ON I Hlb L)F(AWlNO! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an6SBCA) f'r saTety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have lY bottom have Perris CA 92571 (951)300-1758 per noted otherwise, chord shall proper attached structural sheathina and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable ApIy to each face of truss and as plates position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE IAlpine, a division of 11W BuiItina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing, or cover paae 155 Harlem Ave I listing this drawing indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Oesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444WDV Cust: R6852 J Ref: 1 XZ06852001 0 T359 AVIARA WEST APARTMENTS DrwNo 129 24.1513.00832 Truss Label: 11_5 JCJ / GWH 05108/2024 428 828 1108 14108 1974 2488 2708 428 4' 210" 310 4812 514 24" 3X4 0 T I 428 ' 4' 2708 28" 4812 514 24" 428 I 828 1228 14108 1974 2488 2708 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed 105 mph Pf: NA Ce NA VERT(LL): 0.109 D 999 240 I / Loc R+ R- Rh IRw IU /RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.252 D 999 180 S 1249 I- 1- /729 /22 /153 BCDL: 8.00 Risk Category 1 Snow Duration: NA HORZ(LL): 0.025 L - - L 1262 I- I- /745 I- I- EXP: C Kzt NA Des Ld: 46.00 9ORZ(TL): 0.059 L - - Wind reactions based on MWFRS Mean Height. 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 S Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.387 L Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.575 Bearing L is a rigid surface. Bearing S Fcperp = 625p5i. Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.743 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Cor Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731 17 Lumber A-B 325 -1538 F-H 433 1! B-C 334 -1538 G - l 17 -L, Top chord 2x4 DF-L #2(g) C - E 520 -2494 I - J 246 -1887 Bot chord 2x4 DF-L #2(g) E - F 430 -1890 J - K 149 -1290 Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp. Plating Notes R -0 2324 -273 0 - N 2205 -256 Connectors in green lumber (g) designed using Q - P 2325 -273 N - M 1282 -132 NDS/TPI reduction factors. P-0 2210 -258 All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. A-S 278-1217 H - I 288 -1161 Truss checked for 250# movable concentrated load A-R 1829 -381 H-N 139 -590 R along Bottom Chord, nonconcurrent with design - C 201 -1010 N - J 499 -12 gravity loads. E - G 105 -693 J - M 123 -733 F - P 88 - M - K 1440 -143 Wind P-H 513 -55 K-L 132 -1248 Wind loads based on MWFRS with additional C&C oFESSio member design. End verticals not exposed to wind pressure. OV Dw' Wind loading based on both gable and hip roof types. No. C58005 * 05/09/2024 * CIV OF CALA **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f/r safety practices prior to performing these functions. Installers shall provide temporary 1951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 41 i.....PI NJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be resDonsible for any deviation from this drawing, any.failure to build the truss it conformance with ANSI/TPI 1 or for handling shipping, installation and bracino of trusses. A seal on this drawina or cover paae listing this drawino indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitabili' and use of tt, 155 Harlem Ave drawing for any 5t1'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520010 T360 AVIARA WEST APARTMENTS DrwNo: 12924.1513.01729 Truss Label: 11_6 JCJ / GWH 05/08/2024 I " . 2 Complete Trusses Required 428 828 1108 14108 1974 2488 2708 428 4 210" 310" 4812 514 24" 1111. 5x3 D 12 05 12 ~6X12 - H0508 T2 X8 3 zo I1 N B6 6X16 1111.5X3 Ii1.5X3 8X8 4X8 1113X81113X10X10 M LAA 4X6 6X8 2708 428 4' 3104 2114 474 514 24' 428 828 12012 15' 19'T'4 2488 T. Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in icc Lldefi LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.233 D 999 240 Loc R+ I R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.294 D 999 180 5 4733 /-2234 /2500 /2666 /2640 /1904 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.049 L - - AA 2778 /-254 I- /1176 /1134 I- EXP: C Kzt: NA Des Ld: 46.00 '-IORZ(TL): 0.062 L - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 S Big Wid = 4.0 Min Req = 2.5 (Truss) TCDL 10.8 psI Soffit: 2.00 CBC 2022 Max TC CSI: 0.234 AA Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 4.8 psf Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.427 Bearing AA is a rigid surface. Bearing S Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Vanes by Ld Case Max Web CSI: 0.748 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Lumber Loading A-B 1965-3396 F-H 2110 -3713 B - C 1981 -3420 G -1 576 -1172 Top chord 2x6 DF-L SS(g) T2 2x4 DF-L #2(g); Truss checked for 250# movable concentrated load C - E 2646 -4785 I - J 1145 -2478 Bot chord 2x10 DF-L #2(g) Bi, along Bottom Chord, nonconcurrent with design E - F 2101 -3690 J - K 620 -1489 B6 2x6 DF-L SS(g); gravity loads. Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); W5 2x6 DF-L #2(g); Wind Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. of 19% prior to installation, member design. S - R 1251 -1247 P-0 3505 -1820 Nailnote End verticals not exposed to wind pressure. R - 0 5890 -3547 0 - N 3499 -1816 Wind loading based on both gable and hip roof types. 0- P 5909 3557 N - M 1495 628 Nail Schedule:0. 131 "x3", mm. nails Top Chord. 1 Row @12.00" cc. Bot Chord: 1 Row @ 7.75" o.c. Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" cc. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A - S 1322 -2339 F - Z 285 -593 in each row to avoid splitting. A - R 3992 -2312 P - H 1903 -1352 Special Loads BT 247 453 ZP 282 590 (Lumber Dur.Fac.1 .60 / Plate Dur.Fac.=1 .25) R-U 2099 -3143 G-H 897 T - R 243 -448 H -1 544 - 1252 -525 TC: From 76 plf at 0.00 to 76 plf at 14.88 TC: From 78 plf at 14.88 to 78 plf at 30.88 U - V 2079 -3114 H - N 906 -1442 BC: From 16 plf at 0.00 to 16 p)1 at 30.88 PLB: 5000 lb Conc. Load at( 8.21,21.68) 0 C-W 1849-1895 N-J 911 -501 V - C 1694 -2630 I - N 479 -296 Plating Notes C-X 1210 -996 J-M 393 -860 X-Y 1577-1419 M-K 1647 -688 Connectors in green lumber (g) designed using Y-P 1584-1418 K-L 563 -1367 NDS/TPI reduction factors. E-G 637-1277 All plates are 3X4 except as noted. ii No. C 5800 II Purlins 05/09/2024 Laterally brace bottom chord above filler with purlins ClIvii-/ at 24" OC. OF CALAIF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI f6'r to these functions. ano'SBCA) safety practices prior performing Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathina and bottom chord shall temporary. (951)300.1758 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pace listing this drawina indicates acceptance of professional engineering responsibility solely ior the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Build ing'Oesigner per ANSI/TPl 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 22398 I FLAT Ply: 2 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520010 T360 FROM: Qty: AVIARA WEST APARTMENTS DrwNo: 12924.151301729 Page 2 of 2 Truss Label: 11-6 JCJ / GWH 05/08/2024 Additional Notes Negative reaction(s) of -2234# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. The maximum horizontal reaction is 2500# N& C 58005 * 05/09/2024 * WARNIN tttAL)ANL)I-OLLOW ALL NOIESON IHISL)ttAWINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installe4 with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN mN COMPANY truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of This HarlemAve drawing for any sfructure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites. Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520010 T661 AVIARA WEST APARTMENTS DrwNo: 12924.151303594 Truss Label: 1LA / CY 05/0812024 13 428 828 1108 14108 19312 245" 25'1"9 2j9"l 3010" 428 4' 210" 310" 454 514 1'6"d 38 liii D 12 05 12 J 6X co I 1113X6 5X10 3X8 5X8 3X4 lII1.5X4 ru5X6 6X8 30108 428 4' 4' 28" 454 5'14 3413 110" 428 828 1228 14108 19312 245" 27913 298" Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph P1: NA Ce: NA VERT(LL): 0.171 H 999 240 Loc RI- / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.396 H 934 180 V 1428 I- I- /834 /7 /152 BCDL: 8,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 P - - P 1441 I- 1- /844 I- I- Des Ld: 46.00 EXP: C Kzt: NA HORZ(TL): 0.111 P - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.42 ft Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Mm Req = 1.5 (Truss) Soffit: 2.00 TCDL' 108 psI BCDL 4.8 CBC 2022 Max TC CSI: 0.370 P Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.746 Bearing P is a rigid surface. Bearing V Fcperp = 625p5i. Spacing: 24.0" C&C. Dist a. 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.921 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 314-1809 J - K 307 -3254 Lumber B-C 323-1809 K-L 98 -006 Top chord 2x4 DF-L #2(g) C - E 546 -3226 K - M 211 -2453 Bot chord 2x4DF-L#2(g) E-F 544-3209 L-N 102 -976 Webs 2x4 DF-L Standard(g) F - G 546 -3213 N-0 82 -926 Lumber shall be dried to a maximum moisture content 1 -1 303 -2792 0119% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. X - W 2799 -266 T -5 3120 -274 All plates are 1.5X3 except as noted. W - V 2800 -266 S - R 2868 -245 V - U 3444 -353 R - Q 2826 -242 Loading U - T 3430 -351 Bottom chord checked for 10.00 psf non-concurrent live load, Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp, along Bottom Chord, nonconcurrent with design gravity loads A - V 263 -1395 G - T 196 1072 A-X 2147 -367 l-T 982 -105 Purlins X-C 209 1267 T-J 86 629 In lieu of structural panels use purlins to brace all flat C - V 633 -64 M -0 208 -2307 TC @ 24" oc. V-G 54 -458 0-0 1393 -104 G-1 426-2591 0-P 117 -1434 Wind Wind loads based on MWFRS with additional C&C member design. 'C End verticals not exposed to wind pressure. No 58005 Wind loading based on both gable and hip roof types. 05/09/2024 OF CALif "WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handliflg, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Agply plates to each face of truss and position as 1-461111.11 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITVV BulldinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any stiucture is the responsibility of the Build ing'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe,org; AWC: awc.orq Glenview, IL 60025 Ply: 1 I Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520010 T662 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03965 Truss Label: 1LB / CV 05/08/2024 428 528 1108 14108 19312 23119 2610131 30108 428 4' 210' 310' 454 4713 2114 31111 0 12 0. 12 I E I I!r 5m3:o _ II13X6 m5X10 m3X8 5X8 m4X6 m4X6 m5X6 30108 ' 428 ' 28" 514 I I 24" 327 428 828 1228 14108 19312 245" 26'9" 30108 11"l Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed. 105 mph Pf: NA Ce: NA VERT(LL): 0.179 H 999 240 Loc R+ / R- I Rh / Rw /U / RL BCLL: 0.00 Enclosure Closed Lu: NA Cs. NA VERT(CL): 0.411 H 902 180 V 1428 I- I- /834 /6 /153 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.042 P - - P 1441 I- I- /845 I- I- EXP: C Kzt: NA Des Ld: 46.00 HORZ(TL): 0.098 P - - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Reg = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.650 P Erg Wid = 4.0 Mm Reg = 1.5 (Truss) BCDL 4 8 P5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.811 Bearing P is a rigid surface Bearing V Fcperp = 625p51 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSl: 0.922 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver 2301.02.0731.17 Lumber A-B 313-1809 J - K 121 -1 B-C 321 -1809 J - L 168 -11,, Top chord 2x4 DF-L #2(g) C - E 542 -3225 K - M 128 -1448 Bot chord 2x4 DF-L #2(g) E-F 540 -3209 L-N 165 -1616 Webs 2x4 DF-L Standard(g) F - G 542 -3213 N-0 162 -1786 Lumber shall be dried to a maximum moisture content I - J 295 -2786 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDS/TPI reduction factors. x-w 2800 -263 T-S 3088 -255 All plates are 1.5X3 except as noted. W - V 2800 -263 S - R 1682 -124 V-U 3442 -347 R-Q 1669 -122 Loading U-T 3428 -345 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply (Ibs) Truss checked for 250# movable concentrated load Webs Tens.Comp. Webs Tens. Comp. along Bottom Chord, nonconcurrent with design gravity loads. A - V 262 1395 T - K 73 -605 A-X 2147 -365 K-S 107 -678 Purlins X - C 208 -1267 S - M 1618 -144 In lieu of structural panels use purlins to brace all flat C - V 632 -62 M - R 78 - 772 V-G 52 -456 L-M 603 -36 24" oc. G - I 420 -2596 0-0 -134 Wind G - T 196 1086 0 - P 137 1498 Wind loads based on MWFRS with additional C&C I - T 950 -98 member design. End verticals not exposed to wind pressure. No. C 58005 Wind loading based on both gable and hip roof types. 05/09/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin,g shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) Tor safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless top have bottom per noted otherwise, chord shall properly attached structural sheathing and chord shall temporary. (951)300-1758 have attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) a properly installed with -tailed diagonal bracing ins on the CLR per BCSI sections B3, B7, or B1O as applicable. Apply plates to each face of truss and position as .4 4Ih. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes for additional information. page Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSI/TPI 1 for handling, installation bracina conformance with or shipping,, and of trusses. A seal on this drawing listing this drawina indicates acceptance of professional enaineeririg responsibility solely-for the design shown. The suitability drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. or cover paae 155 Harlem Ave and use of this North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520010 T663 AVIARA WEST APARTMENTS DrwNo 129.24.1513.03833 Truss Label: 1LC / CY 05/08/2024 4'2"8 828 1108 14108 19312 21119 241013 30'lOB 428 4 210" 310" 454 2713 2114 41 12 0.5 12 T2 :3x6 I 1113X6 m5X10 3X8 5X8 06 4X6 msxe A 30108 A 428 4' 28" 454 514 24" 418 428 828 1228 14108 19312 245" 269" 30'108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.246 J 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.546 J 678 180 Y 1428 I- I- /833 /4 /153 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.041 A - - 0 1443 I- /- /846 Des Ld: 46.00 EXP. C Kzt: NA HORZ(TL): 0.096 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 Y Brg Wid = 4.0 Min Reg = 1.5 (Truss) Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.782 Q Brg Wid = 4.0 Mm Reg = 1.5 (Truss) Load Duration: 1.25 BCDL 4.8 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.707 Bearing 0 is a rigid surface. Bearing Y Fcperp = 625psi Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.943 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Winc Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A-B 310-1809 J - K 125 -1463 Lumber B-C 318-1809 J - L 163 -1442 Top chord 2x4 DF-L #2(9) C - E 534 -3224 K - M 110 -1279 T2 2x4 DF-L #1&Bet.(g); E - F 533 -3207 L -0 164 -1500 Bot chord 2x4 DF-L #2(g) F - G 535 -3211 M - N 99 -1203 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); I - J 284 -2714 0- P 166 -1803 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 2801 -258 U - T 3414 -335 NDS/TPI reduction factors. W - V 2801 -258 T -5 2671 -197 All plates are 1.5X3 except as noted. V - U 3428 -337 S - R 1875 -149 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A - Y 260 -1395 I - T 683 -68 along Bottom Chord, nonconcurrent with design A - X 2147 -362 K - S 60 -424 gravity loads. X - C 205 1269 S - N 949 49 C-V 629 -60 N-R 85 -675 Purlins ESSI V-G 48 -438 R-P 1756 -122 131 -1388 In lieu of structural panels use purlins to brace all flat G - l 417 -2654 P-Q G - T 189 -990 TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. 111 Wind loading based on both gable and hip roof types. 05/09/2024 Civil— orN VVP.rPdIPlU 5tMU MINI.) rULLUVV MILL NI.) I CO UN i riio L)rcMVViINL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noel olherwise, top chord shall have properiv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, 87, or B1 0, as applicable Apply plates to each face of lruss and position as 1.4961111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT'iN Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitability and use of tt 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust' R6852 JRef 1XZ068520010 T664 AVIARA WEST APARTMENTS DrwNo' 129 24.1513 03385 Truss Label: 11LD / CV 05/08/2024 26' 10" 5 428 828 1108 14108 19119 221013 2581 30108 428 4' 210" 310" 511 2114 294 418 D 12 o iu X III3X6 ni5X10 W V ni3X8 Ii T ni5X8 S R no 4X6 4X6 5X6 30108 428 ' 4' 28" 454 514 2'4" 418 428 88 '2" 1228 14108 19312 24'5" 26'9" 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce. NA VERT(LL). 0.153 D 999 240 Loc R+ I R- I Rh I Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.357 D 999 180 V 1428 I- I- /832 /2 /153 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 0 - - 0 1443 I I /846 I I Des Ld: 46.00 EXP: C Kzt: NA -IORZ(TL): 0.090 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 24.50 ft Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Min Req = 1.5 (Truss) Soffit: 200 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.461 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) Load Duration: 1.25 BCDL 48 psf MWFRS Parallel Dist: 0 t h/2 TPI Std: 2014 Max BC CSI: 0.708 Bearing 0 is a rigid surface. Bearing V Fcperp = 625p51 Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.934 Members not listed have forces less than 375# Loc. from endwall: Any FTIRT:8(0)I10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Con Wind Duration: 1.60 WAVE VIEW Ver: 2301.02.0731.17 A-B 308-1809 J - K 229 -it Lumber B-C 316-1809 J - L 57 -11_ Top chord 2x4 DF-L#2(g) C - E 528 -3225 K-O 229 -1826 T2 2x4 DF-L #i&Bet.(g); E - F 527 -3209 L - M 42 -996 Bot chord 2x4 DF-L #2(g) F - G 528 -3213 M - N 0 -527 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); I - J 262 -2558 0 - P 179 -1870 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 2800 -253 U - T 3422 -328 NDS/TPI reduction factors. W-V 2801 -253 T-S 2132 -123 All plates are 1.5X3 except as noted. V - U 3435 -329 S - R 1807 -144 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A-V 258-1395 I-T 479 -43 along Bottom Chord, nonconcurrent with design A - X 2148 -359 T - M 565 -53 gravity loads. X - C 202 1268 K - L 414 -42 C-V 631 -57 S-N 469 0 Purlins V-G 47 -447 N-R 86 -672 In lieu of structural panels use purlins to brace all flat ESSI G - I 404-2628 R-P 1848 -139 T (RI 94" ni- G - T 196 -1036 P - Q 134 -1402 / Wind Wind loads based on MWFRS with additional C&C member design. No. C 58005 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. ' 05/09/2024 CIV OP WAKNINi5 AD AND I-OLLUW ALL Ni) I L6 UN 11-116 DI<AiP/IN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Penis CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint cCLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITVV BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation, and bractnq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any structure is the responsibility of the Building 'Designer per ANSI/51 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC' iccsafe.org, AWC: awc.org Glenview, IL 60025 I m5X6 T T I Li I I 1 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 1665 AVIARA WEST APARTMENTS DrwNo: 129.24.1513.03579 Truss Label: 1LE / CY 05/08/2024 19'3"12 428 828 1108 14108 17119 201013 2581 26'" 30108 428 4' 210" 310" 311 171 494 1'0'15 418 D 12 30108 428 ' 2'8" 454 514 2'4" 418 I 1228 14108 19312 26's" 30108 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.201 I 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.467 I 794 180 V 1428 /- I- /831 I- /153 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.039 A - - Q 1443 1- I- /847 I- I- EXP:C Kzt:NA Des Ld: 46.00 HORZ(TL): 0.092 A - Wind reactions based on MWFRS Mean Height: 24.50 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 V Brg Wid = 4.0 Mm Req = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.702 0 Brg Wid = 4.0 Mm Req = 1.5 (Truss) BCDL 48 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.714 Bearing 0 is a rigid surface. Bearing Y Fcperp = 625p5i Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.873 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 A-B 305-1809 I - K 241 -1527 Lumber B-C 313-1810 J - L 30 -1052 Top chord 2x4 DF-L #2(g) C - E 522 -3235 K -0 233 -1677 T2 2x4 DF-L #1 &Bet.(g); E - F 521 -3220 L - M 24 -980 Bot chord 2x4 DF-L #2(g) F - G 523 -3223 M - N 7 -560 Webs 2x4 DF-L Standard(g) W18 2x4 DF-L #2(g); I - J 1377 -316 0 - P 183 -1854 Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using X - W 2798 -248 U - T 3476 -326 NDS/TPI reduction factors. W-V 2798 -248 T-S 2085 -111 All plates are 1.5X3 except as noted. V - U 3491 -328 S - R 1930 -171 Loading Maximum Web Forces Per Ply (Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. Truss checked for 250# movable concentrated load A - V 256 -1395 G - T 238 -1334 along Bottom Chord, nonconcurrent with design A - X 2148 -356 J - T 721 -80 gravity loads. X - C 199 1264 T - M 417 -28 C-V 647 -57 N-R 96 -711 Purlins V-G 54 -512 R-P 1831 -145 In lieu of structural panels use purlins to brace all flat 1C ) 94' nr'. G - H 143 552 P -0 134 -1387 G - J 367-2420 . / Wind - Wind loads based on MWFRS with additional C&C member design. No, C 58005 End verticals not exposed to wind pressure. 05/09/2024 Wind loading based on both gable and hip roof types. vt4) Op CAL%2' --vvMperlu'lo-- rttu #MNL) rULLUVV ALL iNLI i it, UN i UF'VkVViiNi., Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathina and bottom chord shall have a properiy attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in'talled on the CLR per SCSI sections B3, B7, or B10 as applicable Apply plates to each face of'truss and position as d.tut. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOW— truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover paae listing this drawing, indicates acceptance of professional enaineehng responsibility solely Tor the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any s!ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 No: C 58005 * 05/09/2024 * 5557 179.99 BC 0.00 30.88 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' 0/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. A-BO 458 -501 W-BA 481 -646 A-BL 826 -835 BA-AK 654 -652 BL-G 862 -884 AK-AW 326 -447 G -BE 761 -782 AW-AO 476 -509 BF- P 790 -828 AO-AV 331 -483 P - W 972 -977 AV-AS 1591 -1574 P -BA 538 -554 AS-AT 1052 -1090 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520010 T666 AVIARA WEST APARTMENTS DrwNo. 129.24.151303786 Truss Label: 1LF / CY 05/08/2024 1108 1601 18115 269" 30108 I 1108 4119 2114 7911 418 14' 312 512 101, J 53X6 12 - 4 6X10 Q 3X4 I TT 0 AS RIl1± iT E ________ __________ 'AT IRI 30 III3X6 BL BI BF BD BA AW AV III3X6 5X10 m3X5 m6X8 m4X6 m4X6 30108 - 428 108" 514 24" 418 428 14108 19312 24'5" 269" 30108 Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 105 mph Pf: NA Ce: NA VERT(LL): 0.005 Y 999 240 Loc R+ I R- I Rh I Rw 1 U / RL BO*155 I- I- /61 /0 /9 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.008 V 999 180 BCDL: 8.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.024 AD - - BA* 144 I- I- /153 /55- - Des Ld: 46.00 EXP: C Kzt: NA ORZ(TL): 0.028 AD - - 80 /-448 Building Code: NCBCLL: 10.00 Mean Height: 24.50 ft Creep Factor: 2.0 BA /-529 Soffit: 2.00 TCDL: 10.8 psf BCDL: 4.8 psf CBC 2022 Max TIC CSI 0.217 AT 1-1048 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.170 Wind reactions based on MWFRS BO Big Wid = 234 Min Reg = - Spacing: 24.0" C&C Dist a: 3.09 ft Rep Fac. Varies by Ld Case Max Web CSI: 0.552 BA Brg Wid = 136 Min Req = - Loc. from endwall: Any FT/RT:8(0)I10(0) Bearings BO & BA are a rigid surface. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 23.01 02 0731 17 Wind Duration: 1.60 WAVE Maximum Top Chord Forces Per Ply (Ibs) Lumber Purlins Chords lens.Uomp. Chords lens. Con Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat A - D 695 -691 W - '' 980 -970 T22x4DF-L#1&Bet.(g); TIC @24"oc. D-G 790 -779 X -AH 552 -538 Bot chord 2x4 DF-L #2(g) T2: Brace interior chords with purlins at 24" o/c. G - K 516 -511 Y -AK 1065 -1903 Webs 2x4 DF-L Standard(g) W19 2x4 DF-L #2(g); J - Q 751 -770 AH-AP 830 -875 Lumber shall be dried to a maximum moisture content Wind Win Q - 5 1066 -1053 AK-AD 390 -351 of 19% prior to installation. Wind loads based on MWFRS with additional C&C S - W 1991 -2038 AP-AS 1534 -1565 member design. s -x 511 -505 Plating Notes End verticals not exposed to wind pressure. Connectors in green lumber (g) designed using NDSITPI reduction factors Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. BO-BL 757 -756 BA-AW 789 -783 Loading BL-Bl 628 -618 AW-AV 765 -745 Truss transfers a maximum horizontal load of BI-BF 821 -812 AV-AT 685 -685 5557 # ( 180.00 plf) along top chord, from either BD-BA 996 -978 direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Maximum Web Forces Per Ply (Ibs) Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5557 18000 TC 000 3087 Webs Tens Comp Webs Tens Comp 'WAKNINti ibP,1j ANI) i-OLLOVV ALL NO I 1=6 ON I H16 UI-(AVVINL4! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatino handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f& safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3 87, or 810 as applicable Aoply plates to each face ofruss and position as S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the —COW— truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracin9 of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enneering responsibility solely -for the design shown. The suitability and use of this 155 Harlem Ave drawing for any 5t1' aiucture is the responsibility of the Building Designer per ANSI/WI 1 Sec .2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ06852001 1 T282 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.13241 Truss Label: CD7 JCJ / GWH 05/08/2024 29" 68" 29" 311" 12 0.5 Ill 1.5X4 A 3X4 R I I I I F E D II13X4 3X4 I113X4 68" 29" 29" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.95 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.005 B 999 240 Loc R+ I R- / Rh / Rw I U I RL VERT(CL): 0.013 B 999 180 F 860 I- 1- /194 I- /57 NORZ(LL): 0.003 A - - D 980 I- I- /200 I- I- HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = - Min Reg = - Max TC CSI: 0.739 D Brg Wid = - Min Reg = - Max BC CSI 0.344 Members not listed have forces less than 375# Max Web CSI: 0.216 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 1 -618 VIEW Ver: 23.01 .02.0731.17 w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA w Duration: NA uilding Code: BC 2022 l Std: 2014 ep Fec: No rIRT:8(0)I10(0) ate Type(s): Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 6.67 BC: From 20 plf at 0.00 to 20 plf at 6.67 TC: 300 lb Conc. Load at 0.83, 2.75, 4.58, 6.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 629 -111 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 159 -899 C-D 151 -944 E-C 6 -116 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. oFESS/f No. C 72160 OF f rcttu /INU rULLUVV /ALL iNO i tO L)iN i riio 1JPt/VVuiNL, Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) handling saTety practices prior to performing these functions. Installers shall provide temporary (951(300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing Installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN MACONWANY truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional engineering responsibility solelylor the design shown. The suitability and use of fl- 155 Harlem Ave drawing for any srructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Se .2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 T. No. C 72160 Ply: 1 Job Number: R3444W_DV Cust: H 6852 JRef: 1 XZ06852001 1 T294 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.13674 Truss Label: CD8 JCJ / GWH 05/08/2024 2108 8108 2108 6 12 0.5 Ill 1.5X3 A 3X4 B F E D III 3X4 m3X4 lIl1.5X4 8108 2108 6 2108 8108 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Kzt NA Des Ld: 48.00 Mean Height: 23.00 ft NCBCLL. 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSl Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.004 E 999 240 Loc R+ I R- / Rh / Rw I U / RL VERT(CL): 0.011 E 999 180 F 499 I- I- /256 I- /60 HORZ(LL): 0.002 A - - D 499 I- I- /260 1- I- HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = - Min Req = - Max TIC CSI: 0.427 D Brg Wid = - Min Req = - Max BC CS 0.552 Members not listed have forces less than 375# Max Web CSI 0.176 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 148 -406 VIEW Ver: 23.01 02.0731 17 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F - E 395 -151 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F - B 207 -548 C - D 173 -376 E-C 428 -143 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have orqperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B10 as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General i L...pi rJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any. failure to build the urrnwcoeruer truss in conformance with ANSI/WI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawirg or cover paae listing this drawina indicates acceptance of professional .enainering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 w Criteria (P0-Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA w Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.000 A 999 240 VERT(CL): 0.001 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.679 Max BC CSI: 0.810 Max Web CSI: 0.294 A Maximum Reactions (Pbs) Gravity Non-Gravity Loc Ri- IR- /Rh tRw /U /RL D 431 I- I- /188 /- /57 C 431 /- I- /194 /- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) C Brg Wid = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Ply: I Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T295 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12324 Truss Label: CD9 JCJ / GWH 05/08/2024 Ill 1.5X4 A I I Loading Criteria (psi) IWind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 IEnclosure: Closed BCDL: 10.00 Risk Category: II IEXP:C Kzt:NA Des Ld: 48.00 I Mean Height: 22.95 ft NCBCLL: 0.00 ITCDL: 10.8 psf Soffit: 2.00 IBCDL: 6.0 psf Load Duration: 1.25 IMWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any I GCpi: 0.18 Wind Duration: 1.60 658 658 658 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(9) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green 1umbe (g) designed using NDS/TPI reduction factors, Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonccncurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. I WRNNINtd i<bAU \NU I-OLLOVV ALL NO I 1S ON I Hlb UftPWIN(i! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Informal: on, by TPI anSBCA) fi5'r satety practices prior to performing these functions. Installers shall provide temporary. (551)300-1758 I bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of truss and position as I Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I INotes page for additional inormation. lAlpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae Ilisting this drawing indicates acceptance of professional enainering responsibility solely-for the design shown. The suitabilifS' and use of ti,i 155 Harlem Ave I Idrawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s) Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.162 C 479 240 Loc RI- I R- / Rh I Rw /U I RL VERT(CL): 0.388 C 199 180 F 637 I- I- /188 I- /57 HORZ(LL): -0.006 C - - E 590 I- I- /194 I- I- HORZ(TL) 0.015 C - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.873 E Big Wid = - Min Req = - Max BC CSI: 0.803 Bearing F is a rigid surface. Max Web CS 0.876 Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. Ver: 23.01 .02.0731.17 A-F 110 -439 D-E 170 - Additional Notes Truss must be installed as shown with top chord up. Ply: 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520011 1296 AVIARA WEST APARTMENTS DrwNo: 12924.1516.13643 Truss Label: CD10 JCJ / GWH 05/08/2024 11112 31012 658 11112 i'll' 2 6121612 12 05 1113X4 IlI1.5X3 1111.5X3 1111.5X3 F I I 658 658 658 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP: C Kzt NA Des Ld: 48.00 Mean Height: 22.95 It NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac 1.25 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 6.46 BC: From 20 plf at -0.00 to 20 plf at 6.46 TC: 300 lb Conc. Load at 1.98, 3.90 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. WAKNINti KbAU ANU hOLLOW ALL NO I LS UN I hIS L)I<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI andSBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 4IIh diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General AL...PI IJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any.failure to build the ANMNCOMPANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa ae 155 Harlem Ave listing this drawina' indicates acceptance of professional enatneering responsibility solely-for the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the Building Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV - Gust: N 6852 JRef: 1XZ068520011 T297 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12773 Truss Label: CD11 ~JCJ / GWH 05/0812024 I I III3X4 A A 718 718 718 Loading Criteria (put) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mea, Height: 22.96 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (PgPf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac: Varies by Ld Case FT/RT: 8(0)/i 0(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.001 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.902 Max Web CSI: 0.385 VIEW Ver: 23.01 .02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL D 450 I- I- /207 I- /5t C 450 I- I- /212 /- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) C BrgWid= - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shalt be installed after lumber has air-dried tc 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. T. No. C 72160 Alpine adivision of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping,, installation, and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this drawing for any sf'ructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.oi Inland Empire Truss 275 West Rider St Perris GA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building 4th Floor Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520011 T299 AVIARA WEST APARTMENTS DrwNo 12924.1516.12100 Truss Label: CD13 JCJ / GWH 05/08/2024 668 1228 17108 668 58" 58" 05 12 4X4 3X4 D 1111.5X3 694 668 668 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TOLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.16 ft NCBCLL: 000 TCDL 108 psf Building Code: Soffit. 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std. 2014 Spacing: 24.0 ' C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT.8(0)/10(0) GCpi' 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. No. C 72160 1114 58" 58 1228 17108 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.009 C 999 240 Loc R+ /R- /Rh /Rw /U /RL VERT(CL): 0.021 F 999 180 H 379 /- /- /134 /- /59 HORZ(LL). 0.002 C - - G 1019 I- /- /604 /- HORZ(TL): 0.004 C - - Factor: Factor: 2.0 E 529 I- /- /284 Creep Wind reactions based on MWFRS Max TO CSI 0.561 H Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI: 0.694 G Brg Wid = 5.5 Min Req = 1.5 (Truss) Max Web CSI: 0.459 E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings H & E are a rigid surface. Bearing G Fcperp = 625psi. Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. C-D 90 -485 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G-F 490 -105 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-G 190 -513 F-D 539 -104 G-C 102 -685 D-E 120 -437 * CIVIL- OF CAUF VVAKNINt XAU ANt) t-OLWW ALL Ni) I Lb ON I Hlb VI-(AVVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and fabricating, handling safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B1O as applicable Apply plates to each face oftruss nd position as 1.411611111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i i...Pi rs.J E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the s.oepusr I truss in conformance with ANSI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover pa ae 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilifç' and use of this drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpmnst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN; 24851 FLAT Ply; 1 Job Number: R3444W_DV Cust; R6852 JRef.1XZ068520011 T708 FROM; AVIARA WEST APARTMENTS OrwNo; 130.24.1654.02803 Truss Label: CD13 / RTT 05/09/2024 568 1128 568 58" 05 12 4X4 3X4 C III 1.5X3 A 'F D b I 3X4 FE 1113X4 1113X6 1128 A 568 i 58" 568 1128 T. TA - No.0 72160 OF Wind Criteria Wind Std; ASCE 7-16 Speed; 95 mph Enclosure; Closed Risk Category; II EXP; C Kzt; NA Mean Height; 23.30 ft TCDL; 10.8 psf BCDL; 6.0 psf MWFRS Parallel Dist; h/2 to h C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi; 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL); 0.010 B 999 240 Loc Ri- I R- I Rh / Rw /U I RL VERT(CL); 0.024 E 999 180 F 564 I- I- /321 I- /58 HORZ(LL); 0.003 B - - D 564 I- I- /325 I- I- HORZ(TL): 0.006 B - - Wind reactions based on MWFRS Creep Factor; 2.0 F Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TC CSI; 0.426 D Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI; 0.644 Bearing D is a rigid surface. Max Web CSI' 0.441 Bearing F Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver; 23.01.02.0731.17 B-C 187 -598 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 607 -210 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 195 -681 C-D 192 -492 E-C 666 -217 Snow Criteria (Pg,Pf in PSF) Pg; NA Ct; NA CAT; NA Pf; NA Ce; NA Lu; NA Cs; NA Snow Duration; NA Building Code; CBC 2022 TPlStd; 2014 Rep Fac; Varies by Ld Case FT/RT;8(0)/10(0) Plate Type(s); WAVE Loading Criteria (psi) TCLL; 20.00 TCDL; 18.00 BCLL; 0.00 BCDL; 10.00 Des Ld; 48.00 NCBCLL; 0.00 Soffit; 2.00 Load Duration; 1.25 Spacing; 24.0 I VVRkNINli jkUP,NU I-OLLUVV ILL NUI.S ON thiS Ut-<AVVINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) for satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless notei otherwise, top chord shall have orqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIIIPI 1 or for handling, shipping, installation and bracinq of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely Tor the design shown. The suitabiIif' and use of This 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC;awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: P6852 JRef:1XZ068520011 T300 ENTS AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12592 Truss Label: CD14 JCJ / GWH 05/08/2024 238 '" 668 818 1018 1228 1. 17108 238 1118 238 17' 2' - 21" 58" 05 12 i. 5X3 lV1.5X3 IlI1.5X3 flI1.5X3 III 1.5X3 liii 5X3 III 1.5X3 3X4 4X4 H 4X4 1111.5X3 1111.5X3 F G 90 W2 zo IL 3X10 1111.5X3!II3X4 III 1 1111.5X3 -- 4X4 Ill 3X4 llI1.5X3 IIM.5X3 III1.5X3 III1.5X3 694 1114 238 1118 238 17 2 21" 58" 238 43" 668 818 1018 1228 17108 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.094 B 856 240 Loc R+ I R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.230 B 348 180 P 733 / /- /135 I- /59 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 B - - M 2436 I- I- /602 I-- - EXP: C Kzt: NA Des Ld: 48.00 -IORZ(TL): 0.012 8 - - I 683 I- I- /285 Mean Height 23.16ft NCBCLL: 0.00 Building Code: Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit. 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI 0944 P Brg Wid = 5.5 Mm Req = 1.5 (Truss) Load Duration: 1.25 MWFRS Parallel Dist h12 to h TPI Std: 2014 Max BC CSI: 0.906 M Brg Wid 5.5 Mm Req = 2.2 (Truss) I Brg Wid = 5.5 Min Req = 1.5 (Truss) Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.819 Bearings P & I are a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing M Fcperp = 625p5i. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp Top chord 2x4 DF-L #1&Bet.(g) Truss must be installed as shown with top chord up. G - H 90 -879 Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content Maximum Bot Chord Forces Per Ply (Ibs) Of 19% prior to installation. Chords Tens.Comp. Chords Tens. Comp M-L 888 -105 K - J 887 -105 Bracing L-K 887 -105 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.1 .25) A - P 39 -553 W - G 104 -1244 TC: From 76 plf at 0.00 to 76 plf at 17.88 D - M 95 -1061 J - H 979 -105 BC: From 20 plf at 0.00 to 20 plf at 17.88 M - U 104 -1264 H - I 120 -641 TC: 300 lb Conc. Load at 0.29, 2.29, 4.25, 6.21 U - W 104 -1289 8.12,10.12,12.08 Plating Notes Connectors in green lumber (g) designed using NDS/TPI factors. reduction T. Loading Truss checked for 250# movable concentrated load i along Bottom Chord, nonconcurrent with design \\ gravity loads. ig1•- No.0 72160 Wind Wind loads based on MWFRS with additional C&C 1 /1 member design. 4 Left end vertical exposed to wind pressure. Deflection meets L/360. OF CALIF Right end vertical not exposed to wind pressure. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St fabricating, Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI f'r to these functions. Installers temporary and safety practices prior performing shall provide bracing BCSI Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall (951)300-1758 have a properly Ter attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with on per sections or as applicable plates each of'truss and diagonal bracing installed the CLR BCSI B3, B7, BiD ADply to face shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. position as to job's General 4 i.....PI rj E Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in with ANSI/TPI 1 for handling, installation bracina trusses. A this drawing conformance or shipping,, and of seal on or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely'for the design shown. The suitability and use of this North Building, 4th Floor drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA sbcacomponents.com; )CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T301 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.13518 Truss Label: CD15 JCJ / GWH 05/08/2024 3,59 668 3,59 3015 05 12 Ifl.5X3 l.5X3 4X4C 4X4 B F 668 I 359 3015 668 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.143 B 548 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.343 B 228 180 F 905 I- I- /190 1- /50 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 B - - D 924 I- 1- /195-- EXP:C Kzt:NA Des Ld: 48.00 -IORZ(TL): 0.016 B - - Wind reactions based on MWFRS Mean Height: 22.93 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 F Brg Wid = 5.5 Min Reg = 1.5 (Truss) TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.810 D Brg Wid = - Min Reg = - Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.837 Bearing F is a rigid surface. Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI; 0.855 Maximum Web Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Webs Tens.Comp. Webs Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A- F 96 -581 C - D 134 719 Lumber B-H 141 -552 Top chord 2x4 DF-L #1&Bet.(g) Sot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 6.54 BC: From 20 plf at 0.00 to 20 plf at 6.54 TC: 300 lb Conc. Load at 0.29, 2.58, 4.21 6.21 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. WAKNIN(d READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) fo'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oLherwise, top chord shall have prqperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with 'diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. ADpIy plates to each face of'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usnwcoepunv Itruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa Ilisting this drawina' indicates acceptance of professional engineering responsibility soIeIyor the design shown. The suitabilityand use of1e 155 Harlem Ave drawing for any sfiucture is the responsibility of the Building -Designer per ANSIITPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; [CC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust R 6852 JRef: 1XZ068520011 T302 AVIARA WEST APARTMENTS DrwNo: 129.241516 11201 Truss Label: CD16 JCJ / GWH 05/08/2024 05 12 =— 04 04 I I 668 A 668 668 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# TCDL: 18.00 Speed; 95 mph Pf: NA Ce: NA VERT(LL): 0.001 B 999 240 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.002 B 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 A - Des Ld: 48.00 EXP: C Kzt: NA -tORZ(TL): 0.001 A - Building Code: NCBCLL: 0.00 Mean Height: 22.93 ft Creep Factor: 2.0 TCDL 10.8 psf Soffit: 2.00 BCDL 60 psf CBC 2022 Max TC CSI: 0.829 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std. 2014 Max BC CSI: 0.821 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.300 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): ___________________________ VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. No. C 72160 Right end vertical not exposed to wind pressure. * Additional Notes CIVI Provide for complete drainage of roof. Truss must be installed as shown with top chord up A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL D 483 I- /- /190 I- /50 C 483 I- /- /195 I- /- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) C BrgWid= - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-D 162 -419 B-C 185 WPNINU NtIU /NU t-ULLUVV ALL NUt tb UN I t1I L)KAVVINU inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for aermanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of'truss and position as 1411111411111.1, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 Lp rJ E Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the usnwcoerusv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing for trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enieering responsibility solely"Ior the design shown. The suitabiIi' and use of this drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.173 C 454 240 VERT(CL): 0.415 C 189 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.919 Max BC CSI: 0.805 Max Web CSI: 0.909 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw /U IRL F 682 /- I- /190 I- /50 E 635 /- I- /195 I- Wind reactions reactions based on MWFRS F Brg Wid = 5.5 Min Req = 1.5 (Truss) E BrgWid= - MinReq - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA sing Code: 2022 Std: 2014 Fac: No T:8(0)/10(0) e Type(s): Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1 XZ06852001 1 T303 AVIARA WEST APARTMENTS DrwNo: 129.24.151614226 Truss Label: CD17 JCJ / GWH 05/08/2024 1108 398 668 1108 111" 29" 0.5 12 Ill 1.5X3 4X4 1111.5X3 1111.5X3 4X4p I I Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.93 ft NCBCLL: 0.00 TCDl_ 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dial a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bel.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(gi W2 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25) TC: From 76 plf at 000 to 76 plf at 6.54 BC: From 20 plf at 3.00 to 20 plf at 6.54 TC: 300 lb Conc. Load at 1.88, 3.79 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. 668 668 668 VIEW Ver: 23.01 .02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. A-F 113 -499 D-E 185 -569 I VVAkNINL RMU ANU i-OLLOVV ALL NU I t,5 UN I NIZi Ui<AVViNU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI and SBCA) handling safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless no:eiJ otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing inaIIed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the uur,wcoeusv Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa Ilisting this drawina ' indicates acceptance of professional enaineering responsibility soleIy7or the design shown. The suitability and use of is 155 Harlem Ave Idrawing for any srructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf ri PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac No FT/RT8(0)I10(0) Plate Type(s): WAVE Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.001 B 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL). 0.003 B 999 180 D 490 I- I- /201 I- /55 HORZ(LL): 0.000 A - - C 803 I- I- /206 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI 0.450 C Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CS 0.873 Bearings D & C are a rigid surface. Max Web CSI' 0.267 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Ver: 23.01.02.0731.17 1 B - C 175 733 Ply: 1 Job Number: R3444WDV Cust. P6852 JRef:1XZ068520011 T648 AVIARA WEST APARTMENTS DrwNo: 12924.151614369 Truss Label: CD18 I RU 05/08/2024 ill. 5X4 A I I t I 6'11 " 611" 611" Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h12 to h Spacing. 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x6 DF-L SS(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 6.92 BC: From 20 plf at 0.00 to 20 plf at 6.92 TC 550 lb Conc. Load at 5.92 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. i oracing instauea on me UL< per above and on the Joint Details, urt age for additional information a division of ITW BuildingCompon conformance with ANSI/TPI 1, or us drawing, indicates acceptance for any structure is the responsibil re information see these web sites: ALL NOTES ON THIS DRAWIN L CONTRACTORS INCLUDINI installing and bracing. Refer to dices prior to performing these I properly attached structural she .traint of webs shall have continu or iO, as applicable. Agply p1 Inc. shall not be responsible for any deviation from this drawing, any failure to build the I shipping,, installation, and bracinE of trusses. A seal on this drawing or cover page al engi,neering responsibility solely the design shown. The suitability and use of this ilding Designer per ANSIITPI I Sec.2. neitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc. Inland Empire Truss 275 West Rider St Perris CA 92571 19511300-1758 ALPINE AN rTW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Llildirig Code: BC 2022 I Std: 2014 ep Fac: No r/RT:8(0)n0(0) ate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.000 A 999 240 VERT(CL): 0.001 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL). 0.000 A - - Creep Factor: 2.0 Max TC CSI: 0.447 Max BC CSI: 0.519 Max Web CSI: 0.176 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ I R- I Rh / Rw /U / RL D 765 I- I- /201 I- /56 E 873 I- I- /206 Wind reactions reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings D & E are a rigid surface. Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Ply 2 Job Number: R3444W_DV Cust: N 6852 JRef: 1XZ068520011 T309 AVIARA WEST APARTMENTS DrwNo: 12924.1516.11515 Truss Label: CD20 JCJ / GWH 05/08/2024 I 5 2 Complete Trusses Required Ill 3X4 A I I I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt.NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCD_: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 'x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @10.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 6.92 BC: From 20 plf at 0.00 to 20 plf at 1.46 BC: From 170 plf at 1.46 to 170 plf at 6.46 BC: From 20 plf at 5.46 to 20 plf at 6.92 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. 611" 611" 611' Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. VVMNNIPlU P'(tP,L) ,'kNU ULLUVV ALL NU I UN I t1lo L)r(P,VVIN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) ror safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Bui dma Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enainee1ng responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any st'ructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W DV - Gust: R6852 JRef:1XZ068520011 T310 AVIARA WEST APARTMENTS DrwNo 129 24.151611293 Truss Label: CD21 JCJ / GWH 05/08/2024 1108 398 728 1108 1'11 3'5 05 12 IIM.5X3 4X4 m4X4 I1 1.5X3 "1•5r?3 D 1111.5X3 728 1108 111" 35" 1108 398 728 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category II IEXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 000 ITCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.172 C 502 240 VERT(CL): 0.413 C 209 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.759 Max BC CSI. 0.915 Max Web CSI: 0.789 VIEW Ver: 23.01 020731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL H 714 I- I- /208 1- /50 E 640 I- I- /213 I- Wind reactions reactions based on MWFRS H Brg Wid = 5.5 Min Reg = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 79 -470 D-E 142 Snow Criteria (Pg,Pf in PSE) P9: NA Ct: NA CAT: NA P1 NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac. No FT/RT:8(0)/10(0) Plate Type(s): Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads -----(Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.0010 76 plf at 7.21 BC: From 20 plf at 0.00 to 20 p11 at 7.21 TC: 300 lb Conc. Load at 1.88, 3.79 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure Deflection meets U360. Right end vertical not exposed to wind pressure. 9YT. TA No. C 72160 CIV1%, OF i,s * I NOTES ON THIS DRAWINC CONTRACTORS INCLUDING stalling and bracing. Refer to9 ices prior to performing these ft 'operly attached structural shea ant of webs shall have continuc r B1O, as applicable. Apply pla Refer to drawinas 160A-Z for stt Notes page ror aaaitionai inTormation. Alpine, a division of ITW BuildinftComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawinq, indicates acceptance of professional engi.neering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TRI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.c Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of per Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCDL: 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L#1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L#1&Bet.(g), Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1311 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.11641 Truss Label: CD22 JCJ / GWH 05108/2024 05 12 W4X4 w3X4B I I III 3X4 728 728 728 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.001 B 999 240 Loc R+ / R- I Rh I Rw /U / RL D 502 I- I- /208 I- /50 Lu: NA Cs: NA VERT(CL): 0.002 B 999 180 Snow Duration: NA HORZ(LL): 0.000 A - - C 502 I- I- /213 I- I- HORZ(TL): 0.001 A - - Creep Factor: 2.0 Wind reactions based on MWFRS D Brg Wid = 5.5 Min Reg = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.946 C Brg Wid = - Min Req = - TPI Std: 2014 Max BC CSI: 0.913 Bearing D is a rigid surface. Rep Fec: Varies by Ld Case Max Web CSI: 0.369 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/RT:8(0)/10(0) Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-D 172 -431 B-C 193 -430 WAVE I No.0 72160 I vvRrcrlll'IU rcJALJ IAiNL) rULLUVV MILL iNL) i C L)iN i rii iJrcP,VViiNt., Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricatina handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANmNCOWAW truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIi' and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building'Desrgner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444WDV Cust: R 6852 JRef: 1X7068520011 T314 AVIARA WEST APARTMENTS DrwNo. 12924.1516.10761 Truss Label: CD23 JCJ / GWH 05/08/2024 12 05 H1 .5X4 A I I 658 658 658 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld. 48.00 Mean Height: 22.95 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.000 A 999 240 Loc R+ / R- I Rh / Rw / U I RL Lu: NA Cs: NA VERT(CL) 0.001 A 999 180 D 431 I- I- /188 I- /57 Snow Duration: NA HORZ(LL): 0.000 A - - C 431 I- I- /194 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 D Brg Wid = - Min Req = - CBC 2022 Max TC CSI. 0.679 C Brg Wid = 5.5 Min Req = 1.5 (Truss) TPI Std: 2014 Max BC CSI 0.810 Bearing C is a rigid surface Rep Fac. Varies by Ld Case Max Web CS 0.294 Members not listed have forces less than 375# FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 WAKNIN -(AU P,NL) -OLLOW ALL NO I Lb ON I MIS L)I<AWIN(3! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/IPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. North Budding, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.001 A 999 240 Loc R+ / R- I Rh / Rw /U / RL VERT(CL): 0.001 A 999 180 D 444 I- 1- /201 I- /57 HORZ(LL): 0.000 A - - C 444 I- I- /206 I- I- - HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.781 C Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI 0.873 Bearings D & C are a rigid surface. Max Web CS 0.355 Members not listed have forces less than 375# Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT: 8(0)/10(0) Plate Type(s): Ver. 23.01 .02.0731.17 Ply: 1 Job Number: R3444W_DV Cent: R6852 JRef:1XZ068520011 T315 AVIARA WEST APARTMENTS DrwNo: 12924.1516 10928 Truss Label: CD24 JCJ / GWH 05/08/2024 12 05 1113X4 A I I T I 611" 611" Loading Criteria (psfl Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 22.96 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. No. C 72160 VVRKNIN rCP,UP,NU I-ULLOVV ALL NU tti ON 1 HIZ5 L)i-(AWiN(iI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6SBCA) th'r saty practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have ciroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for ciermanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aciply plates to each face ofruss nd position as I sh 1414111., own above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilif and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1316 AVIARA WEST APARTMENTS DrwNo: 129.24 1516 14149 Truss Label: CO25 JCJ / GWH 05/08/2024 28" 47" 658 28" 111" 1108 12 05 . 1113X4 1111.5X3 Il ll.5X3 1111l5X3 A .5X3 I I I I Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.95 ft NCBCLL 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi 0.18 Wind Duration: 1.60 6'5"8 658 655 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.164 B 473 240 Lu: NA Cs. NA VERT(CL): 0.393 B 197 180 Snow Duration: NA HORZ(LL): -0.006 B - HORZ(TL)i 0.015 B - Building Code Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.908 TPI Std: 2014 Max BC CSI: 0.797 Rep Fac: No Max Web CSI: 0.881 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 2301 020731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh fRw /U /RL F 584 I- I- /188 I- /57 E 647 /- I- /194 I- Wind reactions reactions based on MWFRS F Brg Wid = - Min Reg = - E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D-E 170 -582 Lumber Additional Notes Top chord 2x4 DF-L #1&Bet (g) Truss must be installed as shown with top chord up. Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1 .25 / Plate Dur.Fac.=1 .25) TC: From 76 plf at 0.00 to 76 plf at 646 BC: From 20 plf at 0.00 to 20 plf at 6.46 TC: 300 lb Conc. Load at 2.67, 4.58 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. OFESS,o T. 461 - No.0 72160 civii- OF VVRNNINj NJkU PNU I-OLLOVV ALL NO I Lb ON I Nib U1(AVVIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for saty practices orior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face ofruss and position as 1.4964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i 1._RI N.J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the urnwCOMPANY truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover page listing this drawina' indicates acceptance of professional enaineering responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEON: 24902 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T317 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1654.14270 Truss Label: CD26 / RTT 05/09/2024 5912 1128 5912 5412 12 05 3X4 A 3X4 N I I 1128 5912 5412 5912 1128 Loading Criteria jisf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.32 ft NCBCLL: 0.00 TCDL 10.8 psf Building Code: Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.011 B 999 240 Loc R+ I R- / Rh I Rw /U I RL VERT(CL): 0.020 B 999 180 F 426 I- I- /210 /27 /69 HORZ(LL): 0.002 D - - D 426 I- I- /214 /21 1- HORZ(TL). 0.004 D - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.439 D Brg Wid = 4.0 Min Req = 1.5 (Truss) Max BC CS 0.094 Bearing F is a rigid surface. Max Web CSI: 0.341 Bearing D Fcperp = 625p5i. Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 23.01. 02.0731.17 A-B 212 -469 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 483 -200 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - F 176 -424 B - D 227 -549 A-E 515 -226 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. T. No. C 72160 VVMtPlINU N.CP,LJ P,NU IULWVV /ALL NU I t, UN I t1lb UKAVVINUI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f8'r saety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN rr~ COMPANY Itruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover pace I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili and use of is 155 Harlem Ave I drawing for any sFructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org -. Glenview, IL 60025 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.30 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: NA Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT8(0)/10(0) Plate Type(s): Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL 10.00 Des Ld 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. SEQN 24808 FLAT Ply 1 Job Number: R3444W_DV Cust: R 6852 JRef. 1XZ06852001 1 T697 FROM: AVIARA WEST APARTMENTS DrwNo. 130.24.1654 16097 Truss Label: CD27 / RTT 05/09/2024 568 1128 568 58' 05 12 4X4 34 C I F E 113X4 3X4 II13X6 1128 568 58' 568 1128 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.010 B 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.024 E 999 180 F 564 I- I- /321 I- /58 HORZ(LL): 0.003 B - - D 564 I- I- /325 I- I- HORZ(TL): 0.006 B - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TC CSI: 0.426 D Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI 0.644 Bearing D is a rigid surface. Max Web CS 0.441 Bearing F Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 23.01.02.0731.17 B - C 187 -598 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 607 -210 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp F-B 195 -681 C-D 192 -492 E-C 666 -217 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. .OFESSi0 T. No. C 72160 OF CALAV VVAKNIN I(LAU PNU t-OLLOVV ALL NU I tb ON I Nib Ul<AWINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have Droperlv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per SCSI sections B3 B7, or B1O, as applicable ADpIy plates to each face of truss nd position as dl4b.. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General .4 i...Pi r E Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the Ascoepusv truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawino indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitabilifS' and use of this 155 Harlem Ave drawing for any sf'r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.corn TPI: (pl.nst.org;_SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - l 1206 -208 H-G 1206 -208 I - H 1206 -208 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 39 -478 M-D 192 -1324 J - K 197-1399 D-G 173 -457 K-M 190-1351 G-E 1341 -217 B-K 63 -402 E-F 195 -859 SEQN: 24811 FLAT Ply: 1 I Job Number: R3444W_DV I Cust R6852 JRef:1XZ068520011 T698 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1654.18847 Truss Label: CO28 / RTT 05/09/2024 568 1128 F- 568 58" 05 12 1111.5X3 5X3 lII1. 4X4 1111.5X3 4X4 E 111.5X3 c I b J I H G lI1.5X3 1II1.5X3 4X4 4X4 ill.5X3 III3X6 1111.5X3 i 1128 - 5'a', 568 1128 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.067 C 999 240 Loc R+ / R- I Rh / Rw /U / RL VERT(CL): 0.180 C 746 180 J 1237 1- I- /321 /- /58 HORZ(LL): 0.006 C - - F 891 1- I- /325 I- I- HORZ(TL): 0.016 C - - Wind reactions based on MWFRS Creep Factor: 2.0 J Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TC CSI: 0.582 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI 0.697 Bearing F is a rigid surface. Max Web CSI 0.951 Bearing J Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 23.01,02,0731.17 D-E 187-1193 Loading Criteria (psf) Wine Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. rom endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restra nt equally spaced on member. Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 11.21 BC: From 20 plf at 0.00 to 20 plf at 11.21 TC: 300 lb Conc. Load at 1.46, 3.46, 5.42 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. I VVM(NIlU NtP,LJ/NU l-ULLUVV ALL NUIP. UN I MR> Ui</\VV1NU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI an'SBCA) f'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1759 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Bui Id incL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae llisting this drawina indicates acceptance of professional npeering responsibility solely Tor the design shown. The suitabiIif and use of t 155 Harlem Ave drawing for any sFr'ucture is the responsibility of the Building ueslgner per ANSI/TPI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ068520011 T321 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.11093 Truss Label: CD30 JCJ / GWH 05/08/2024 4118 911 1028 1628 4118 4118 38 6' 05 12 4X4 4X4 D I I 1111.5X4 3X4 91112 6212 4118 4118 638 4118 911" 1628 T. No. C 72160 CIVI Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 48.00 Mean Height: 22.73 ft NCBCLL: 0.00 TCDL' 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0" C&C Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1 &Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.008 B 999 240 Loc R+ / R- / Rh / Rw / U / RL H 539 I- I- /246 I- /51 VERT(CL): 0.021 B 999 180 HORZ(LL): 0.001 F - - F 939 I- I- /559 I- I- HORZ(TL): 0.004 F - - E 418 I- I- /120 I- Creep Factor: Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.592 H Erg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI: 0.640 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max Web CS): 0.383 E Erg Wid = - Min Req = - Bearing H is a rigid surface. Bearing F Fcperp = 625p5i. Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver 23.01.02.0731.17 A-B 88 -514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G-F 524 -125 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 103 -495 F-C 190 -542 A-G 541 -85 D-E 77 -390 B - F 158 -765 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): VVAKNINt..j LAUPNU t-ULLUVV ALL NU tb UN I Nib L)1<AVVINti! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perils CA 92571 Component Safety Information by TPI an8SBCA) f& safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a property attached rigid ceilina. Locations shown for Permanent lateral restraint ofwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing ins1a11ed on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face oflruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing, or cover pa'e listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of is 155 Harlem Ave drawing for any sf'r'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.000 A 999 240 Lu: NA Cs: NA VERT(CL): 0.001 A 999 180 Snow Duration: NA HORZ(LL): 0.000 A - - HORZ(TL): 0.000 A - - Building Code: Creep Factor: 2.0 CBC 2022 Max TO CSI: 0.585 TPI Std: 2014 Max BC CSI: 0.540 Rep Fac: No Max Web CSI: 0.182 FT/RT:8(0)/10(0) Plate Type(s): WAVE VIEW Ver: 23.01.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL D 884 1- I- /201 I- /56 E 1003 I- I- /206 Wind reactions reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings 0 & E are a rigid surface. Members not listed have forces less than 375# Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef: 1 XZ068520011 1322 AVIARA WEST APARTMENTS DrwNo: 129 24.1516.13870 Truss Label: CD31 JCJ / GWH 05/08/2024 I < 2 Complete Trusses Required 1113X4 A I I t I Loading Criteria (ps Wind Criteria TCLL: 20.00 Winc Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 RiskCategory: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.96 ft NCBCLL: 0.00 TCD. 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Diet a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @10.25 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1 .60) TO: From 36 plf at -3.46 to 36 plf at 6.46 BC: From 20 plf at -0.46 to 20 plf at 0.46 BC: From 170 plf at 3.46 to 170 plf at 6.46 BC: From 150 plf at 5.46 to 150 plf at 7.37 TC: 300 lb Conc. Load at -0.46 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 611 611" 611" I No. C 72160 * CIVIt- WAKNINW <LAO ANU i-OLLOW ALL NO I L5 ON I Nib L)I<AVVINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) br satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateram restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of iruss and position as 14964, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of IT\N Buildirra Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI1TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover pane listing this drawina indicates acceptance of professional enaineehng responsibility 501e1y70r the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24906 FLAT Ply 1 Job Number: R3444W_DV Cust R6852 JRef.1XZ068520011 T721 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1654.44567 Truss Label: C032 / RTT 05109/2024 /1.5X4 A 12 05 I t co I I 68 A 68 68" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: It Snow Duration: NA EXPC Kzt:NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCDL 108 psf Building Code: Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Load Duration: 1.25 MWFRS Parallel Diet: h/2 to In TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FTIRT:8(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL) 0.000 A 999 240 Loc R+ / R- / Rh I Rw I U / RL VERT(CL): 0.001 A 999 180 D 437 I- I- /194 I- /57 HORZ(LL): 0.000 A - - C 437 I- I- /200 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = - Min Req = - Max TC CSI: 0.724 C Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI 0.839 Bearing C is a rigid surface. Max Web CS 0.320 Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. T. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes No.0 72160 Provide for complete drainage of roof. Truss must be installed as shown with top chord up. * OF CAL9Ø **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) handling sa shipping, practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of' webs shall have continuous ateral restraint (CLR), installed with diagonal bracing in5ta11ed on the CLR per BCSI sections B3, B7, or B1O as applicable Aeply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L.._PI I'J E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ecou truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpinei.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R344.4W_DV Cust: R 6852 JRef: 1XZ068520011 T387 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12403 Truss Label: CD33 JCJ / GWH 05/08/2024 59"12 114" 1798 226' 2798 5912 564 658 488 538 12 05 W4X8 A 4X4 1111.5X3 ~21X 4X4 I co I NK J H 1113X4 4X8 4X10 =_H0308 —_4X4 4X8 1113X4 2798 5912 564 658 488 538 5912 114" 1798 226" 2798 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.162 C 999 240 Loc R+ I R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.389 C 856 180 N 1334 /- 1- /789 I- /81 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 A - - H 1334 I- I- /790 I- I- EXP:C Kzt:NA HORZ(TL): 0.105 A - - Wind reactions based on MWFRS Des Ld: 48.00 Mean Height: 22.97 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 N Brg Wid = 5.5 Mm Req = 1.5 (Truss) 108 psf TCDL H Big Wid = 5.5 Mitt Req = 1.5 (Truss) Soffit: 2.00 CBC 2022 Max TC CSI: 0.504 BCDL: 6.0 psf Bearings N & H are a rigid surface Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.937 Members not listed have forces less than 375# Spacing. 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.958 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwalt: Any FT/RT:8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 02 0731 17 A-B 164 2071 D-E 227 -3325 B-C 238-3323 E-F 246 -3461 Lumber C - D 229 -3314 F - G 175 -2431 Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(9); Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber shall be dried to a maximum moisture content of 19% prior to installation. . M - L 2163 -134 K - J 3488 -240 L-K 3488 -240 J - l 2534 -185 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (lbs) NDS/TPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. Loading A-N 130 -1283 J - F 1022 -50 Truss checked for 250# movable concentrated load A - M 2357 -172 F - I 136 -918 along Bottom Chord, noncoicurrent with design M - B 163 -1080 I - G 2605 -180 gravity loads. B - L 1309 -82 G - H 121 -1286 L-C 108 -432 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to, wind pressure. Deflection meets LJ360.ESSIO Right end vertical not exposed to wind pressure. 0_t_T Deflection Max JTVERT DEFL: LL: 0.16" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. No. C 72160 Provide for adequate drainage of roof. * Additional Notes * Provide for complete drainage of roof. CIM- Truss must be installed as shown with top chord up. OF CAWO 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses fabricating require extreme care in handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled or the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional infDrmation. drawing, Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN mACONMANY truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this or cover paae ennering responsibility solely -for the design shown. The suitabiIi' and use of this 155 Harlem Ave professionI listing this drawina' ai indicates acceptance of drawing for any sFr ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Fg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.001 A 999 240 VERT(CL): 0.001 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor. 2.0 Max TIC CSI: 0.781 Max BC CSI: 0.873 Max Web CSI: 0.355 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL D 444 I- I- /201 I- /57 C 444 I- I- /206 Wind reactions reactions based on MWFRS D Brg Wid = 5.5 Min Reg = 1.5 (Truss) C Brg Wid = 5.5 Min Reg = 1.5 (Truss) Bearings D & C are a rigid surface. Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Ply 1 Job Number: R34.44W_DV Cust: R 6852 JRef: 1 XZ068520011 1388 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12232 Truss Label: CD35 JCJ / GWH 05/08/2024 1113X4 A I I 611" 611" Loading Criteria (psf) IWind Criteria TCLL: 20.00 IWind Std: ASCE 7-16 TCDL: 18.00 ISpeed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II IEXP; C Kzt. NA 48 Des Ld: .00 I IMean Height: 22.94 ft NCBCLL. 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 I MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a' 3.00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 CF-L #2(9) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content 0119% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. -ONf C 72 1'6 0 WAKNIN(5 AU AND lOLLOW ALL NO lbS ON I MRS Ul<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlino shipping, installing and bracing. Refer to and follow the latest edition of BCSl (Building Perris CA 92571 IComponent Safety Information by TPI an8'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 Ibracing per BCSl. Unless noted oTherwise, top chord shall have Droperlv attached structural sheathina and bottom chord shall have a properly lattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per _permanent sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..1 L..Pi ri E I Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ssrcoepusv I 'truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page I listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave I drawing for any sFr'ucture is the responsibility of the BuildingOesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Sid: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.089 B 999 240 VERT(CL): 0.214 B 571 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.011 F - - Creep Factor: 2.0 Max TC CSI: 0.622 Max BC CSI: 0.737 Max Web CSI: 0.795 A Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U IRL H 1334 1- I- /291 I- /59 F 842 I- I- /295 I- Wind reactions reactions based on MWFRS H Brg Wid = - Min Req = - F BrgWid= - Min Req= - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. D-E 168-1192 Ver: 23.01 .02.0731.17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H-G 1249 -180 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-H 70 -579 D-G 167 -555 H - I 225-1402 G-E 1357 -182 I-J 209-1321 E-F 162 -809 J-D 209-1295 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T389 AVIARA WEST APARTMENTS DrwNo: 129 24.1516.13423 Truss Label: CD36 JCJ / GWH 05/08/2024 111 11 8 8 40 6' 11 102" 1 21" 8 1 ,8 42" 12 05 1111. 5X3 1113X4 111.5X3 1111.5X3 ru3X4 I N- I H 11115X3 G F ru4X4 ru4X6 1113X4 102' 6' 6' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA esLd D: 48.00 Mean Height: 22.85 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Additional Notes Top chord 2x4 DF-L #1&Bet.(g) Truss must be installed as shown with top chord up. Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads (Lumber Dur.Fac.1.25 I Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 10.17 BC: From 20 plf at 0.00 to 20 plf at 10.17 TC: 300 lb Conc. Load at 0.04, 1.96, 4.04, 5.96 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. OFE f T. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. No. C 72160 Wind Wind loads based on MWFRS with additional C&C * member design. Left end vertical exposed to wind pressure. Deflection meets U360. OF CALIV Right end vertical not exposed to wind pressure. "WAKNIN I<bAL) ANLJ 1-OLLOW ALL NO I I.S ON I hIS L)I<AWINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices orior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss i conformance with ANSI/IPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin9 or cover paae listing this drawina' indicates acceptance of professional .enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any s!ructure is the responsibility of the BuiIdrngDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf NA Ce NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT8(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.009 B 999 240 VERT(CL): 0.022 B 999 180 HORZ(LL): 0.002 D - - HORZ(TL): 0.005 D - - Creep Factor: 2.0 Max TC CSI: 0.546 Max BC CSI: 0.678 Max Web CSI: 0.391 Ver: 23.01 020731.17 Ply 1 Job Number: R3444W_DV Cust. R6852 JRef. 1 XZ06852001 1 T390 AVIARA WEST APARTMENTS DrwNo 129 24.1516 13971 Truss Label: CD37 JCJ / GWH 05/08/2024 6' 102" 6' 42" 12 0.5 IlF3X4 A 3X4 ~AYA I N- I F E D 4X4 4X6 1113X4 102" 6' 6' No. C 72160 Loading Criteria (psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld 48.00 Mean Height: 22.85 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing. 24.0" C&C Dist a: 3.00 ft Loc. from endwall Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw IU /RL F 585 I- I- /291 I- /5 D 585 I- I- /295 I- Wind reactions reactions based on MWFRS F Brg Wid = - Min Req = - D Brg Wid = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 174 -685 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 626 -187 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 95 -386 E-C 685 -190 F-B 220 -675 C-D 162 -557 Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6r satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have roperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing ins"talled on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of'truss and position as 'il4 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawino or cover paae listing this drawing indicates acceptance of professional enaineeing responsibility solely Tor the design shown. The suitabililS' and use of this 155 Harlem Ave drawing for any stiucture is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Winc Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA DesLd: 48.00 'NCBCLL: 0.00 Mean Height: 22.77 ft TCD_ 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(gi Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Ply: 1 Job Number: R3444WDV Cust. R6852 JRef:1XZ068520011 T391 AVIARA WEST APARTMENTS DrwNo: 129.24.1516 10571 Truss Label: CD38 JCJ / GWH 05/08/2024 12 05 1111.5X4 A I I 658 6'5"8 6'5"8 - Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL). 0.001 A 999 240 Loc R+ / R- I Rh / Rw /U I RL 0 481 1- I- /188 I- /53 ILL: NA Cs: NA VERT(CL): 0.002 A 999 180 Snow Duration: NA HORZ(LL): 0.000 A - - C 481 1- I- /193 I- I- '-IORZ(TL): 0.001 A - - Creep Factor: 2.0 Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TIC CSI: 0.814 C Brg Wid = - Mm Req = - TPI Std: 2014 Max BC CSI: 0.736 Bearing D is a rigid surface. Rep Fac Varies by Ld Case Max Web CSI 0.289 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/RT8(0)/10(0) Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. VIEW Ver: 23.01.02.0731.17 A-D 159 -416 B-C 168 -416 T. No. C 72160 OF ll 'VVRNNINL, ,CP,L) P,NU NJLLUVV ALL NI) I t:b UN i Nib UFP,VViNI! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f& satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachea rigid ceilina. Locatic'ns shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or BiD as applicable Aoply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineeing responsibility solely Tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T393 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.13148 Truss Label: C039 JCJ / GWH 05/08/2024 12 05 1113X4 A I I I Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 240" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.95 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 658 65"8 658 Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.002 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI. 0.814 Max BC CSI: 0.810 Max Web CSI. 0.291 Ver: 23.01 .02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL D 481 I- I- /188 1- /57 C 481 I- I- /194 I- /- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) C Brg Wid = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-D 159 -416 B-C 170 - Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT. NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s). Lumber Top chord 2x4 CF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. No.0 72160 OPICALAVC **WARNING** **IMPORTANT** FURNISI-Trusses require extreme care in fabrica Component Safety Information, by TPI bracing per BCS!. Unless noted otherwi attached rigid.ceil.inq. Locations shown diagonal bracing installed on the CLR p shown above and on the Joint Details, Notes page for additional information - Alpine a division of IT\N BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engjneering responsibility solely-for the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the BuildingiJesigner per ANSI/TEl 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 19511300-1756 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef1XZ088520011 T392 AVIARA WEST APARTMENTS DrwNo: 129.24 1516.12958 Truss Label: CD40 JCJ / GWH 05/08/2024 25" 46" 658 25" 21 1118 12 0.5 . 1113X4 Illl3X4 ll]1.5x3 11111.5X3 B 5X3 F I I 658 I 658 658 I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc Lfdefl L/# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.172 B 450 240 Loc R+ /R- /Rh /Rw /U /RL F 868 1- 1- /188 I- /57 Lu: NA Cs: NA VERT(CL): 0.413 B 187 180 Snow Duration: NA HORZ(LL): -0.006 B - - E 953 1- 1- /194 I- I- HORZ(TL): 0.016 B - - Creep Factor: 2.0 Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req = 1.5 (Truss) Building Code: CBC 2022 Max TC CSI: 0.920 E Brg Wid = - Min Req = - TPI Std: 2014 Max BC CSI: 0.805 Bearing F is a rigid surface. Rep Fac No Max Web CS 0.945 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/RT:8(0)/10(0) Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - F 112 -587 DE 170 888 WAVE Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wino Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Kzt: NA Des Ld: 48.00 Mean Height: 22.95 ft NCBCLL: 0.00 TCDL: 10.8 psI Soffit: 2.00 BCDL: 6.0 psI Load Duration: 1.25 MVVFRS Parallel Dist: h12 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #1&Be.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #1 &Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads -----(Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 p11 at 2.00 to 76 p11 at 6.46 BC: From 20 p11 at 0.00 to 20 plf at 6.46 TC: 300 lb Conc. Load at 0.50, 2.42, 4.50, 6.42 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. VVAKF1IN1Ji NJkU AND i-ULLOVV ALL NI) I id ON I hIS Ut'<AWINO! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricatino handlina shoping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f6'r sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous ateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections 63, B7, or 610, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE E Notes page for additional information. Alpine a division of ITVV Bul dma Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss i conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sEructure is tie responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24692 FLAT Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520011 T667 FROM AVIARA WEST APARTMENTS DrwNo: 130.24.1655.19937 Truss Label: CD45 / RTT 05/09/2024 2 828 22288 6' 12 0.5 I111.5X3 ru3X4 I A B I F E P 113X4 ru3X4 I111.5X4 828 228 6' 228 828 F I I Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: Il EXP: C Kzt: NA Mean Height: 22.98 ft TCDL. 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a. 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.003 E 999 240 Loc R+ / R- I Rh I Rw / U I RL VERT(CL): 0.008 E 999 180 F 480 I- I- /237 I- /59 HORZ(LL): 0.002 A - - D 480 I- I- /242 I- I- HORZ(TL): 0.005 A - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = - Min Req = - Max TC CSI: 0.425 D Brg Wid = - Min Req = - Max BC CS 0.542 Members not listed have forces less than 375# Max Web CS 0.174 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. F - B 208 -526 VIEW Ver. 23.01 .02.0731.17 w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce NA NA Cs: NA w Duration: NA uilding Code: BC 2022 l Std: 2014 ep Fac: Varies by Ld Case t/RT:8(0)/10(0) ate Type(s): Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. I oo" No.0 72160 I civiv- OF "WARNING— KEAD AND t-OLLOW ALL NO I hS ON I HIS L)t'tAWINGI Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) flS'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, 87, or B1O, as applicable Apply plates to each face oftruss and position as oAlill shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Refer to job's General i...pi rJ E Notes page for additional information. Alpine a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the rwco.psv truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitabilifS' and use of This drawing for any 5ti'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 - SEQN. 24694 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T668 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24 1655.56117 Truss Label: C046 / RTT 05/09/2024 210' 810" 210" 6' 12 0.5 1111.5X3 3X4 8 1113X4 3X4 E 810" A ?2: 21100 6' 810" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Kzt:NA Des Ld: 48.00 Mean Height: 23.00 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind. Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSiTPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.004 E 999 240 Loc R+ I R- / Rh I Rw /U I RL VERT(CL): 0.011 E 999 180 F 497 I- 1- /254 1- /60 HORZ(LL): 0.002 A - - D 497 I- 1- /259 1- I- HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CSI: 0.427 D Erg Wid = - Min Req = - Max BC CS 0.552 Bearing F is a rigid surface. Max Web CS 0.176 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Ver: 23.01 .02.0731.17 B - C 147 -402 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F - E 391 -150 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F - B 20 -546 E-C 423 -142 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. OFESSI0 T. No. C 72160 CIVI OF CAU VVMr5rlINU NtLJ /kiNL) ULLUVV ALL tNU I tZ> UN I F1i Ut-(AVViNid! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI ano'SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted olherwise, top chord shall have properiv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed with idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Apply plates to each face of truss and position as I shown above and on the Joir.t Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. Alpine a division of ITW Buildinl;L Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the us mN cneruuv truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawing or cover paae 155 Harlem Ave I listing this drawina indicates acceptance of professional .eng,ipeering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 I I Ply. 1 Job Number: R3444W_DV Cust R6852 JRef: 1 XZ06852001 1 T582 AVIARA WEST APARTMENTS DrwNo: 129.24 1516 13794 Truss Label: CD50 JCJ / GWH 05/08/2024 1113X4 12 A I I I I 66' 66" 66" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defi L/# TCDL: 18.00 Speed: 105 mph Pf: NA Ce NA VERT(LL): 0.001 A 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.002 A 999 180 BCDL: 8.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 A - Des Ld: 46.00 EXP: C Kzt: NA tORZ(TL): 0.001 A Building Code: NCBCLL: 10.00 Mean Height: 22.92 ft Creep Factor: 2.0 TCDL: 10.8 psf Soffit: 2.00 BCDL 4.8 psf CBC 2022 Max TC CSI: 0.706 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.787 Spacing: 24.0 C&C Dist a: 3.37 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.330 Loc. from endwall: Any FT/RT:8(0)/10(0) GCpi. 0.18 Plate Type(s): VIEW Ver: 23.01.02.0731.17 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind OFESSIcj Wind loads based on MWFRS with additional C&C T. design. member End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 72160 * PF CAtW9Ø A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- IRh IRw /U /RL D 425 /- I- /184 /19 /65 C 425 /- /- /180 Wind reactions reactions based on MWFRS D BrgWid= - Min Req= - C Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing C is a rigid surface. Members not listed have forces less than 375# WAKNINtj ttAL) ANL) 1-OLLOW ALL NO I ttb ON I Hlb 01<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider Si Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peels CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of 'truss and position as 1411111111111111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ,4 I.__pI r\i E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN—COMPANYtruss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of This 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.orgSBCA: sbcacomponents.cop. ICC: iccsafe.org; AWcwçpg Glenview, IL 60025 -. - Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPIStd: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): DeflICSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.002 A 999 180 HORZ(LL). 0.001 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.609 Max BC CSI: 0.722 Max Web CSI: 0.270 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ IR- /Rh tRw /U /RL D 413 /- I- /171 /20 /60 C 413 I- I- /167 1- Wind reactions reactions based on MWFRS D Brg Wid = - Min Req = - C Brg Wid = - Min Req = -. Members not listed have forces less than 375# VIEW Ver: 23.01 .02.0731.17 Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1X706852001 1 T583 AVIARA WEST APARTMENTS DrwNo. 129.24.1516.13054 Truss Label: CD51 JCJ / GWH 05/08/2024 1113X4 A 12 4 I I I 1 D C 1113X6 ti 1.5X4 608 608 608 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 22.99 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.32 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. T. No. C 72160 * CIVI OF rc,ku MINL) L)LLOVV ALL NO I CO WIN 11`110 UEtAVViiNW! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable ApIy plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITV/ Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NmNCOMPAW truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enatneering responsibility solelylor the design shown. The suttabiIit' and use of tt 155 Harlem Ave drawing for any sFructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPl: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 D C 1I13X6 I1I1.5X4 7,3,, 7,3" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pt NA Ce NA VERT(LL): 0.001 A 999 240 Loc Ri- I R- I Rh / Rw / U I RL Lu: NA Cs: NA VERT(CL): 0.002 A 999 160 D 436 I- I- /205 /22 /73 Snow Duration: NA HORZ(LL): 0.001 A - - C 446 I- I- /201-- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 D Brg Wid = - Min Req = - CBC 2022 Max TC CSI: 0.964 C Brg Wid - Mm Req = - TPI Std 2014 Max BC CSI 0,941 Members not listed have forces less than 375# Rep Fac: Varies by Ld Case Max Web CSI: 0.437 FT/RT:8(0)/10(0) Plate Type(s): WAVE VIEW Ver: 23.01.02.0731.17 ALL NOTES ON THIS DRAWING' LL CONTRACTORS INCLUDING T installing and bracing. Refer to anc ctices prior to performing these fun( properly attached structural sheathi. tramnt of webs shall have continuous or B1Q, as applmcabI. Agpjy plate: not be responsible for any deviation from this drawing, any failure to build the g,. installation and bracing of trusses. A seal on this drawing or cover page ering responsibility solely-for the design shown. The suitability and use of this cigner per ANSI/TPI 1 Sec.2. r TPI tninct nm SRCA chr,rnmnnnnfc mm IflC. irrcMn nm A\fvfl awe Inland Empire Truss 275 West Rider St Penis CA 92571 (951)300-758 ALPINE AN mA' COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of BCSI Ply 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520011 T584 AVIARA WEST APARTMENTS DrwNo: 12924.1516.11403 Truss Label: CD52 JCJ / GWH 05/08/2024 Ill .5X3 A 12 "i 4 I 1 Loading Criteria (psf) Wind Criteria TCLL. 2000 Wind Std. ASCE 7-16 TCDL: 1800 Speed: 105 mph BCLL: 0.00 Enclosure Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.19 ft NCBCLL: 10.00 TCDL 108 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure Wind loading based on both gable and hip roof types. icing Installed on the ULt< per e and on the Joint Details, unl for additional information. dsion of ITW BuildingCompon Forrnance with ANSI/TPI 1, or rawing, indicates acceptance any structure is the responsibil fnrmatinn anru thruan wnh citruc Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T585 AVIARA WEST APARTMENTS DrwNo: 129 24.1516.10729 Truss Label: CD53 JCJ / GWH 05/08/2024 I . 2 Complete Trusses Required 1111.5x3 A 12 ..-' 4 I I Loading Criteria (psi) Wind Criteria TCLL: 20.00 Winc Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA Des Ld: 46.00 Mean Height: 23.19 ft NCBCLL: 0.00 TCD_: 10.8 psI Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 D c I1I3X6 I111.5X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.001 A 999 240 Lu: NA Cs: NA VERT(CL): 0.001 A 999 180 Snow Duration: NA HORZ(LL): 0.000 A - - '-IORZ(TL): 0.001 A - - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.684 TPI Std: 2014 Max BC CSI: 0.434 Rep Fac: No Max Web CSI: 0.216 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01.02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ I R- I Rh I Rw /U / RL D 1155 I- 1- /205 /21 /73 C 1155 I- I- /201 I- Wind reactions reactions based on MWFRS D Brg Wid = - Min Req = - C Brg Wid = - Min Req = - Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(ghi Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 9.75" p.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.60) TC: From 38 p11 at 0.00 to 38 p1t at 7.25 BC: From 16 p11 at 0.00 to 16 p11 at 0.24 BC: From 211 plfat 0.2410 211 plfat 7.01 BC: From 16 p11 at 7.01 to 16 plf at 7.25 TC: 300 lb Conc. Load at 0.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. No. C 72160 * it opc VVRtNINLj AV P,NU frOLLOVV ALL NO I ON I H16 Ui(AVVINO! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f'r salety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless norea Otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabilif/ and use of this 155 Harlem Ave drawing for any sfucture is the responsibility of the Building-Designer per ANSI/WI 1 Sec .2. North Building, 4th Floor For more information see these web sites Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1587 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.12864 Truss Label: C054 JCJ I GWH 05/08/2024 2 Complete Trusses Required 1111.5X3 12 A T I I 1 Loading Criteria (psf) IWind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category. II IEXP: C Kzt: NA Des Ld: 46.00 IMean Height. 23.06 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 IC&C Dist a: 3.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 cc. Bot Chord: 1 Row @ 7.75" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 658 658 658 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: NA Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.000 A 999 240 VERT(CL): 0.001 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.000 A - - Creep Factor: 2.0 Max TO CSI: 0.347 Max BC CSI: 0.350 Max Web CSI: 0.164 Ver: 23.01.02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh IRw IU /RL D 1038 I- I- /183 /20 /64 C 1049 I- I- /179 Wind reactions reactions based on MWFRS D Brg Wid = 3.5 Min Reg = 1.5 (Truss) C Brg Wid = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# oFESSio Wind No. C 72160 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. CIV Wind loading based on both gable and hip roof types. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shi?ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI anSBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of truss and position as 1.41111611161 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the truss i conformance with ANSI PI 1 or for handling shipping, installation and bracing , , of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabili and use of is drawing for any structure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.corn; TPI: tpinst.orq SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Ply: 2 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520011 T588 AVIARA WEST APARTMENTS DrwNo: 129.24.1516. 12498 Truss Label: CD55 JCJ I GWH 05108/2024 I > 2 Complete Trusses Required 11' 66' II 57" I I 5912 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Winc Std: ASCE 7-16 TCDL: 18.00 Speed: 105 mph BCLL: 0.00 Enclosure: Closed BCDL: 8.00 Risk Category: II EXP: C Kzt: NA es D Ld: 46.00 Mean Height: 22.92 ft iNCBCLL: 0.00 TCD_: 10.8 psf Soffit: 2.00 BCDL: 4.8 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 Spacing: 24.0" C&C Dist a: 3.37 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.010 C 999 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL): 0.025 C 999 180 F 425 I- I- /184 /18 /65 Snow Duration: NA HORZ(LL): -0.003 H - - E 425 I- I- /180 I- I- HORZ(TL): 0.007 H - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.080 TPI Std: 2014 Max BC CSI: 0.110 Rep Fac: Varies by Ld Case Max Web CSI: 0.187 FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731 i- urg vvia = - Min m<eq = - E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing E is a rigid surface. Members not listed have forces less than 375# .17 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x10 DF-L #2(g) B 2x6 DF-L SS(g); Webs 2x4 DF-L Standard(g) W3 2x6 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", mm. nails Top Chord: 1 Row @12.00 o.c. Bot Chord: 1 Row @12.00" o.c. Webs :lRow @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace bottom chord above filler with purlins at 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types 7No. C 216O ) Civil- WAKNINLV AU AND IOLLOW ALL NO I tb ON I hIS L)l<AWINLd! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices Drior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locaticns shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable. Aoply plates to each face oVtruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawirm or cover pae 155 Harlem Ave listing this drawina' indicates acceptance of professional enamneering responsibility solelyor the design shown. The suitabili and use of is drawing for any sFructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 -- Ply 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1630 AVIARA WEST APARTMENTS DrwNo: 129241516.14527 Truss Label: CD60 / RTT 05/08/2024 >_1 2 Complete Trusses Required Ill 3X4 A D C 111 3X4 1113X4 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 48.00 Mean Height. 0.00 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dial: > 2h Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL D 1721 /- /- /236 /- /54 C 1415 /- /- /189 I- Wind reactions reactions based on MWFRS D Brg Wid = - Min Reg = - C Brg Wid = - Min Reg = - Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) WebsTens.Comp.WebsTens.Comp. A-D 76 -830 B-C 82 6' 6' 6' DefhiCSl Criteria PP Deflection in bc L/defl L/# VERT(LL) 0.002 A 999 240 VERT(CL): 0.004 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max IC CSI: 0.583 Max BC CSI: 0.370 Max Web CSI: 0.197 VIEW Ver: 23.01 .02.0731.17 Lumber Top chord 2x6 DF-L SS(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3', mm. nails Top Chord: 2 Rows @ 5.00 o.c. (Each Row) Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac =1.60 / Plate Dur.Fac.=1.60) IC: From 36 plf at 0.00 to 36 plf at 6.00 BC: From 20 plf at 0.00 to 20 plf at 6.00 TC: 300 lb Conc. Load at 0.00 TC: 1100 lb Conc. Load at 1.00, 4.17 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up T. No. C 72160 cz OF VVANNINtj NJkL) P,NL) t-ULLUVV ALL NI) I tb UN I hI UI(P,vVlN(! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Peels CA 92571 Component Safety Information by TPI and 'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide temporary, (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of 'truss nd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .4 L_.F1 E Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitabili and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the Building '"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T645 AVIARA WEST APARTMENTS DrwNo: 129.24.1516.14395 Truss Label: CD61 / RTT 05/08/2024 I -' 2 Complete Trusses Required 12 05 Ill 3X4 A T I I or I Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.94 ft NCBCLL: 0.00 TCD_ 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Diet: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 69' 69' 69' Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.002 A 999 240 VERT(CL): 0.004 A 999 180 HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TO CSI: 0.815 Max BC CSI: 0.425 Max Web CSI: 0.277 Ver: 23.01 .02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL D 1879 I- I- /196 /- /55 C 1200 /- /- /201 I- /- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req = 1.5 (Truss) C Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings D & C are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-D 82 -848 B-C 86 -509 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Lumber Top chord 2x6 DF-L SS(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule: 0. 131"x3", mm. nails Top Chord: 2 Rows @ 5.50' o.c. (Each Row) Bot Chord: 1 Row @12.00' o.c. Webs :1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25./ Plate Dur.Fac.=1.25) IC: From 76 plf at 0.00 to 76 plf at 6.75 BC: From 20 plf at 0.00 to 20 plf at 6.75 TC: 1100 lb Conc. Load at 1.00, 3.67 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. rekyl T. TAf I No.C72160 I Civil- OF I WAKNIN(j F<AL) ANL) t-OLWW ALL NO I Lb ON I Hlb L)KAWINO! Inland Empire Truss I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing aer BCSI. Unless noted otherwise, top chord shall have Droper lv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locaticns shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR) installed with diagonal bracing inalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Aoply plates to each face of'truss nd position as 10111611.1., I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of 11W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae I listing this drawina indicates acceptance of professional enaineering responsibility solely tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Ply: 2 Job Number: R3444W_DV Cust R6852 JRef1XZ068520011 T646 AVIARA WEST APARTMENTS DrwNo: 129.24.1516 14558 Truss Label: CD62 / RTT 05/08/2024 I 5 2 Complete Trusses Required 1113X4 A 658 658 658 Loading Criteria (put) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# TCDL. 18.00 Speed: 95 mph Pf. NA Ce: NA VERT(LL) 0.002 A 999 240 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(CL): 0.004 A 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 A - Des Ld: 48.00 EXP C Kzt: NA HORZ(TL): 0.001 A - Building Code: NCBCLL: 0.00 Mean Height: 22.95 ft Creep Factor: 2.0 TCDL. 10.8 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.761 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI. 0.405 Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Fac: No Max Web CSI: 0.252 Loc. from endwall: Any FT/RT.8(0)/10(0) GCpi: 0.18 Plate Type(s): ____________________________ VIEW Ver 23 01-02.0731.17 Wind Duration: 1.60 WAVE Lumber Wind Top chord 2x6 DF-L SS(g) Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L #2(g) member design. Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection Lumber shall be dried to a maximum moisture content meets U360. of 19% prior to installation. Right end vertical not exposed to wind pressure. Nailnote Nail Schedule:0. 131 "x3", mm. nails Top Chord 2 Rows @ 5.00" o.c. (Each Row) Bot Chord: 1 Row @12.00 o.c. Webs :1 Row @ 4" cc. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1 25) TC: From 76 plf at 0.00 to 76 plf at 6.46 BC: From 20 plf at 0.00 to 20 plf at 6.46 TC: 1100 lb Conc. Load at 1.00, 3.67 OFESSi0 Plating Notes T TA Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading No. C 72160 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes civii- Truss must be installed as shown with top chord up. OF CAUF A Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL D 1836 I- I- /188 I- /55 C 1226 I- I- /193 I- Wind reactions reactions based on MWFRS D Brg Wid = - Min Req = - C Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing C is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-D 80 -825 B-C 85 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3 B7, or B1O as applicable. Aoply plates to each face of truss nd position as liIIh. shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ..'i L...F1 NJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the nscoepusv truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawin or cover pae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for , , or the design shown. The suitabili and use of is drawing for any sWucture is the responsibility of the BuildingiJesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA )W Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.024 B 999 240 VERT(CL). 0.057 B 999 180 HORZ(LL): 0.005 B - - HORZ(TL): 0.012 B - - Creep Factor: 2.0 Max TC CSI: 0.447 Max BC CSI: 0.496 Max Web CSI: 0.643 SEQN: 24854 FLAT Ply: 2 Job Number: R3444W_DV . Cust: R6852 JRef:1XZ068520011 T709 FROM: AVIARA WEST APARTMENTS DrwNo. 130.24.165605640 Truss Label: C063 / RTT 05/09/2024 . 2 Complete Trusses Required 568 1128 568 58' 0.5 12 4X6 4X4 C 0 I I 1125 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wino Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.30 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 DF-L SS(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0. 131 "x3", min. nails Top Chord: 1 Row @ 3.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 11.21 BC: From 20 plf at 3.00 to 20 plf at 11.21 TC: 1100 lb Conc. Load at 0.67, 3.33, 7.00, 9.67 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 568 VIEW Ver: 23.01.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL F 2986 I- 1- /321 I- /58 D 2642 I- I- /325 Wind reactions reactions based on MWFRS F Brg Wid = 4.0 Min Req = 1.6 (Truss) D Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearing D is a rigid surface. Bearing F Fcperp = 625p5i. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 95-1432 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 1471 -106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 41 -749 E-C 1593 -111 F-B 100 -10 C-D 96 -1294 B-E 97 -739 VVII. Mr-/AU PdNL) rULLUVV /ALL NO I CO OIN I rll0 UNJVVINu! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 bracing oer BCSI. Unless noeJ otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint oIwebs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10, as applicable Aeply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITViJ Buibdina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this drawino or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabilitS' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.org Glenview, IL 60025 SEQN: 24813 FLAT Ply 1 Job Number: R3444W_DV Cust: R6852 JRef 1XZ068520011 1699 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1656 07280 Truss Label: CD65 / RTT 05/09/2024 05 12 1111. 5X4 3X4 I I D C 113X4 1111.5X4 61" 61' 61" Loading Criteria (ps TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration. 1.25 Spacing: 24.0 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.94 ft TCDL 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall. Any GCpi: 0.18 Wind Duration 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.001 B 999 240 Loc R+ / R- / Rh I Rw I U I RL VERT(CL): 0.002 B 999 180 D 420 I- I- /177 I- /50 HORZ(LL): 0.000 A - - C 420 I- I- /183 I- I- HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Creep Factor: 2.0 D Brg Wid = - Min Req = - Max TC CSI: 0.600 C Brg Wid = - Min Req = - Max BC CSI 0.753 Members not listed have forces less than 375# Max Web CSI: 0.249 VIEW Ver: 23.01.02.0731.17 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. .PNO~C 721'6'0 CIVI OF IF **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perns CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (551)300-1756 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable Aoply plates to each face of1truss and position as 4IIp shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General 4 L.iI NJ E Notes page for additional information. Alpine, a division of ITW Build na Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the coarass truss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses A seal on this drawing or cover pace listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of 155 Harlem Ave drawing for any sEr'ucture is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents com; [CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 1111.5X4 05 12 1111 .5X3 1111.5X3 I111.5X3 1II1.5X3 4X4 C I SEQN: 24815 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T700 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.165609430 Truss Label: CD66 / RTT 05/09/2024 H G F E III 3X4 1111.5X3 I111.5X3 III 3X4 I/i. 5X3 I/i. 5X3 61 61' 61 Loading Criteria (psi) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.94 ft TCDL: 10.8 psf BCDL: 6.0 psI MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 DefhICSl Criteria PP Deflection in bc Lldefl L/# VERT(LL): 0.106 C 686 240 VERT(CL): 0.255 C 286 180 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ I R- I Rh / Rw I U / RL H 619 1- I- /177 1- /50 HORZ(LL): 0.005 C - - E 865 1- I- /183 I- I- HORZ(TL): 0.012 C - - Wind reactions based on MWFRS Creep Factor: 2.0 H Brg Wid = - Min Req = - Max TC CSI: 0.654 E Brg Wid = - Min Req = - Max BC CSI' 0.801 Members not listed have forces less than 375# Max Web CSI' 0.768 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D-E 128 -660 VIEW Ver: 23.01 .02.0731.17 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA P1: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)/10(0) Plate Type(s): Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 I Plate Dur.Fac.=1.25) TC: From 76 p11 at 0.00 to 76 p11 at 6.08 BC: From 20 p11 at 0.00 to 20 p11 at 6.08 TC: 300 lb Conc. Load at 2.12, 3.75, 5.75 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. No. C 72160 * Sq Civil- OF CAU VV#kNNIPIt rKt/AUP,NU IULWVV /ALL NO I tb ON I Nib U1(/\VVINU! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) ro'r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable. Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the unrrwcoepuuv truss in conformance with ANSIITPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sfructure is the responsibility of the BuildingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 05i x4 T i I 1111.5X4 A 10' 514 514 1111.5X3 3X4 C 0 41012 10' 1113X4 nj I IL SEQN: 24817 FLAT Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520011 T701 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24165626330 Truss Label: C067 I RTT 05/09/2024 514 10 514 41012 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.60 ft NCBCLL: 0.00 TCDL 108 psf Soffit 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/def) LI# Gravity Non-Gravity VERT(LL): 0.010 B 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.024 E 999 180 F 530 /- I- /285 I- /46 HORZ(LL): 0.002 D - - D 530 /- /- /288 I- I- HORZ(TL): 0.005 D - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 5.5 Min Req = 1.5 (Truss) Max TC CS): 0.333 D Erg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CSI 0.571 Bearing F is a rigid surface. Max Web CSI: 0.322 Bearing D Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 23.01.02.0731.17 A-B 184 -625 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 621 -217 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 161 -438 B-D 239 -681 A-E 665 -179 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)/10(0) Plate Type(s): WAKNIN(i I<bAIJANLJI-OLLUW ALL NOIttSON IhISUI<AWIN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) no safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing oer BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3 B7, or B1O, as applicable ADply plates to each face ofttruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General AL...Pi ri E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the co truss in conformance with ANSI/WI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawina or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili' and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpirteitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 864 -214 F-E 864 -214 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 164 -617 I-C 49 -398 A-G 904 -179 I - E 239 -988 B - I 234 -922 D-E 47 -681 SEQN: 24822 FLAT I Ply: I I Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520011 T702 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1656.28550 Truss Label: CD68 / RTT 05/09/2024 4118 1 10' 4118 508 05 12 3X4 110.5X3111.5X4 D I 5, G F H 4X6 lII1.5X3 II13X4 HI1.5X3 III3X4 11.5X3 A 10' A 4118 508 4118 10' Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP C Kzt: NA Mean Height: 22.60 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl U# VERT(LL): 0.042 C 999 240 VERT(CL): 0.112 C 999 180 HORZ(LL): 0.002 E - - HORZ(TL): 0.006 E - - Creep Factor: 2.0 Max TC CSI: 0.492 Max BC CSI: 0.529 Max Web CSI: 0.974 VIEW Ver: 23.01 .02.0731.17 A Maximum Reactions (Ibs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL H 649 /- /- /285 /- /46 E 1111 /- /- /288 Wind reactions reactions based on MWFRS H Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 4.0 Min Req = 1.5 (Truss) Bearings H & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 184 -845 Lumber Additional Notes Top chord 2x4 DF-L #1&Bet.(g) Truss must be installed as shown with top chord up. Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 10.00 BC: From 20 plf at 0.00t0 20 plf at 10.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load T. along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C No. C 72160 member design. Left end vertical exposed to wind pressure. Deflection * meets U360. Right to end vertical not exposed wind pressure. CIVIli- or WARNINt REAL) AND bOLLOW ALL NOIhSON I HIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an8'SBCA) ffi'r safety practices prior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless no:ea oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Buildina Components' Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI/IPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of this 155 Harlem Ave drawing for any sEructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 24858 FLAT Ply 2 Job Number: R3444W_DV Cust: R6852 JRef1X7068520011 T711 FROM AVIARA WEST APARTMENTS DrwNo. 130.241656.49087 Truss Label: CD70 / RTT 05/09/2024 I > 2 Complete Trusses Required 05 12 1113X4 3X4 B 668 668 668 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defh/CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf. NA Ce: NA VERT(LL): 0.002 A 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 A 999 180 D 1899 /- I- /190 /- /50 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 B - - C 1268 /- /- /195 /- EXP: C Kzt: NA _____________________ Des Ld: 48.00 HORZ(TL): 0.001 B - - Wind reactions based on MWFRS Mean Height: 22.93 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 D Brg Wid = 5.5 Min Req = 1.5 (Truss) TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.776 C Brg Wid = 5.5 Mm Req = 1.5 (Truss) BCDL 60 psf Bearings D & C are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.411 Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI 0.256 Maximum Web Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:8(0)/10(0) Webs Tens.Comp. Webs Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 A - D 81 916 B - C 80 -( Lumber Wind Top chord 2x6 DF-L SS(g) Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L #2(g) member design. Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection Lumber shall be dried to a maximum moisture content meets L/360. of 19% prior to installation. Right end vertical not exposed to wind pressure. Nailnote Additional Notes Nail Schedule.0.131"x3", mm. nails Truss must be installed as shown with top chord up. Top Chord: 2 Rows @ 5.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac =1.60) TC: From 36 plf at 0.00 to 36 plf at 6.54 BC: From 20 plf at 0.00 to 20 plf at 6.54 IC: 300 lb Conc. Load at 0.00 TC: 1100 lb Conc. Load at 1.00, 3.67 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. m Loading No. C 72160 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity * * loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design OF CALIV gravity loads. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) t'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing cer BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathing and bottom chord shall have a properly attached rigid ceilino. Locations shown for permanent lateral restraint of webs shall have continuous materal restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 87, or B10 as applicable Aoply plates to each face of rtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,, i.....pi ri E Notes page for additional information. Alpine, a division of IT\N Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawing or cover paoe listing this drawing indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of This 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24908 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520011 T386 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.165702457 Truss Label: C075 / RTT 05/09/2024 464 98' 464 5112 1111. 5X3 A 3X4 p 4Y4 I F D I 98" A 464 5112 464 i 98' Loading Criteria (ps TOLL: 20,00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP. C Kzt: NA Mean Height: 22.60 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in bc L/defl L/# Gravity Non-Gravity VERT(LL): 0.009 B 999 240 Loc R+ I R- / Rh / Rw /U / RL VERT(CL): 0.021 E 999 180 I F 513 1- I- /277 1- /53 HORZ(LL): 0.002 A - - D 521 I- I- /280 I- I- HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Creep Factor: 2.0 F Brg Wid = 4.0 Min Req = 1.5 (Truss) Max TO CSI: 0.330 D Brg Wid = 5.5 Min Req = 1.5 (Truss) Max BC CS 0.514 I Bearings F & Dare a rigid surface. Max Web CSI: 0.268 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 23.01.02.0731.17 I B - C 181 .590 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 CF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F-E 577 -190 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 225 -646 C-D 166 -421 E-C 626 -181 No. C 72160 9 bracing installed on the ULK per above and on the Joint Details, ur age for additional information. a division of ITW BuildinqCompor conformance with ANSI/TPI 1, oi lis drawing, indicates acceptance I I for any structure is the responsibi NOTES ON THIS DRAWIN ONTRACTORS INCLUDIN alling and bracing. Refer to es prior to oerformina these not be responsible for any deviation from this drawing, any failure to build the g, installation, and bracinq of trusses. A seal on this drawing or cover page ering responsibility 501e1y70r the design shown. The suitability and use of this igner per ANSI/TPI 1 Sec.2. TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN 1W COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of SEQN: 24763 FLAT Ply: 1 Job Number: R3444W_DV Gust: R 6852 JRef: 1XZ068520011 T283 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1647.44017 Truss Label: BX1 / RTT 05/09/2024 37" 1 57" 811" 37" 2' 3'4" 4X4 4X4 4X4 III 1.5X3 A B C D 123" 1, 157" 177" 199" 34" 34" 2' - 22' 4X4 4X4 4X4 4X4 E F G H 0 4X4 1114X4 W4X10 =4X4 3X6 W3X4 199" 37" 2' 34" - 34" 1 34" 1 2' 1 22" 37" 57" 1 811" 123" 157" 177" 199" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg. NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.003 H 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL' 0.00 Enclosure. Closed Lu: NA Cs' NA VERT(CL): 0.004 H 999 180 * 787 I- I- /459 I- /3 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL)' -0.014 D - - P /-730 Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.022 D - - I /-865 NCBCLL' 0.00 Mean Height: 23.06 ft Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL' 108 psf CBC 2022 Max TC CSI: 0.213 P Big Wid = 237 Mm Reg = - Load Duration: 1.25 BCDL' 60 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.187 Bearing P is a rigid surface. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.490 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FTIRT:8(0)I10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 A - B 1090 -1087 E - F 1079 - B-C 569 -537 F-G 595 - Lumber Purlins C-D 1157-1113 G-H 673 Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat D - E 1182 -1138 Bot chord 2x6 DF-L SS(g) TC @ 24" oc. Webs 2x4 DF-L Standard(g) The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (Ibs) Lumber shall be dried to a maximum moisture content spans at 24' oc in lieu of structural sheathing. Chords Tens.Comp Chords Tens Comp of 19% prior to installation. Wind P-O 1238-1233 L-K 1124 -1119 Special Loads Wind loads based on MWFRS with additional C&C 0- N 759 -743 K - J 672 -881 (Lumber Dur.Fac =1.25 / Plate Dur.Fac.1.25) member design. N - M 1197 -1214 J - I 726 -725 TC: From 76 plf at 0.00 to 76 plf at 19.75 Left end vertical exposed to wind pressure. Deflection M - L 1171 -1170 BC: From 20 plf at 0.00 to 20 plf at 1.00 meets L/360 BC From 160 plf at 1.00 to 160 plf at 18.75 BC: From 20 plf at 18.75 to 20 plf at 19.75 Right end vertical not exposed to wind pressure Maximum Web Forces Per Ply (Ibs) BC: 2792 lb Conc. Load at 3.58, 5.58,15.58,17.58 Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-P 795 -905 E - L 900 -1105 A-0 1374-1383 L - F 1443 -1479 Connectors in green lumber (g) designed using 0- B 1004 -1177 F - K 888 -1080 NDS/TPI reduction factors. B-N 1240-1329 K-G 1170 -1215 Loading N-C 943-1078 G-J 951 -1072 10, C-M 1542-1578 J - H 1112 -1117 Truss transfers a maximum horizontal load of 7109 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and T. connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 7109 360.00 TC 0.00 19.75 7109 359.96 BC 000 1975 No. C 72160 Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. CJVt= Additional Notes Truss must be installed as shown with top chord up. OF CAU/ "VVAKNINt5 AU ANU hOLLOW ALL NO I 17.5 ON I 1115 UMAWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) f8r safety practices prior to performing these functions, Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of'truss and position as IAIIII shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General .i L...F1 rJ E Notes page for additional information. Alpine, a division of IT\N BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawing or cover paae listing this drawina indicates acceptance of professional enaineehng responsibility solely-tor the design shown. The suitability and use of this 155 Harlem Ave drawing for any str'ucture is the responsibility of the Building ijesigner per ANSI/TPl 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinstorg, SBCA: sbcacompnents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24776 FLAT Ply: 1 Job Number: R3444W_DV ICust: R6852 JRef:1XZ068520011 T284 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241650.40760 Truss Label: BX2 I RU 05/09/2024 2913 5514 8115 1 10,101, 136" 1 1621 - 18102 2163 244" - 2913 281 281 - - 281 281 - 281 - 281 281 2913 4X4 4X4 4X4 5X6 1111.5X3 4X4 4X4 4X4 4X4 4X4 F-1 77 F-1 I K 1113X10 S R 0 P 0 N M L 1113X10 4X4 4X4 4X4 4X8 1114X8 8X12 4X4 4X4 244" 2913 281 281 1 281 - 281 1 281 1 281 281 1 2913 2913 5514 8115 1010" 1 136" 1 1621 1 18102 2163 244' H Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *=pLF TCLL: 20.00 Winc Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.003 A 999 240 Loc R+ / R- / Rh / Rw / U / RL T* 730 I- I- /488 I- /3 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 A 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.012 E - - K* 486 /- 1- /402 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.019 E - - T /-693 Building Code: NCBCLL: 0.00 Mean Height: 23.06 It Creep Factor: 2.0 K /-688 Soffit: 2.00 TCD 108 psf CBC 2022 Max TC CSI: 0.323 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI: 0.302 T Brg Wid = 192 Min Req = - K Brg Wid = 100 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.429 Bearings T & N are a rigid surface. Loc. from endwall: Any FT/RT:8(0)I10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Winc Duration: 1.60 WAVE VIEW Ver: 23.01 .02.0731.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 860 -861 F-G 837 -806 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 792 - 775 G - H 802 -784 Bot chord 2x6 DF-L #2(g) member design. C - D 829 -799 H - I 779 -768 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 931 -879 I - J 855 -858 Lumber shall be dried to a maximum moisture content meets L/360. E - F 938 -886 of 19% prior to installation. Right end vertical not exposed to wind pressure. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. T - S 962 -958 0- N 917 -917 S-R 965 -944 N-M 941 -935 Loading R-Q 926 -926 M -L 971 -947 Truss transfers a maximum horizontal load of 0 - P 940 -954 L - K 962 -958 8759 # ( 360.00 plf) along top chord, from either P-0 933 -948 direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLFi Mbr Start End Maximum Web Forces Per Ply (Ibs) Case 1: 8759 360.00 IC 0.00 24.33 Webs Tens,Comp. Webs Tens. Comp. 8759 359.94 BC 0.00 24.33 A-T 822 -907 F-0 934 -1082 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity A - S 1216 -1221 0 - G 1306 -1353 loads. S - B 907 -1093 G - N 922 -1084 Truss checked for 250# movable concentrated load B-R 1301-1357 N-H 1301 -1337 R-C 929 -1082 H -M 914 -1072 along Bottom Chord, nonconcurrent with design -. C - Q 1311-1356 M -I 1294 -1346 gravity loads. Q-D 935-1082 I - L 899 -1089 Purlins No. C 72160 D - P 1351 -1406 L - J 1212 -1214 E - P 57 -385 J - K 817 -904 In lieu of structural panels use purlins to brace all flat P-F 1352-1406 IC @ 24" oc. Additional Notes Truss must be installed as shown with top chord up. OF CALAV 05/09/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI f6'r to these functions. Installers andSBCA) safety practices prior performing shall bracing per BCSI. Unless no:eiJ otherwise, top Chord shall have properly attached structural sheathing and bottom chord shall provide temporary (951(300-1758 have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections 83, B7, or 610 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any drawing, failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracing of trusses. A seal on this listing this drawing indicates acceptance of enaineering responsibility solely nor the design shown. The professional suitability or cover paae 155 Harlem Ave this and use of drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24778 FLAT Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520011 T285 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241651.51230 Truss Label: BX3 / RTT 05/09/2024 3 1 664 1 988 1 12'10121 161" 1 1934 22'5"8 25712 2810 322" 34" 324 324 324 324 324 324 324 324 34" 3X4 4X4 4X4 w4X4 4X6 4X4 1111.5X3 5X6 4X4 4X6 4X4 w4X4 A B C D E F G H I J K L I ('1 I X T S Y P M 1113X10 W V U 4X6 6X8 R Q 5X6 4X4 N 113X10 4X4 4X4 4X4 4X4 w4X4 4X6 A- 17 A 468 A 1078 A 34" 324 324 324 324 324 324 324 324 34" 34" 664 988 121012 161' 1934 2258 25712 2810' 322' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.012 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(CL): 0.030 G 999 180 X* 788 /- I- /537 /- /4 BCDL. 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.023 H - - * 1355 I- /0 /795 I- EXP: C Kzt: NA ____________________ Des Ld: 48.00 HORZ(TL): 0.036 H - - M 847 /- I- /637 Mean Height 23.06 It NCBCLL: 0.00 Building Code: Creep Factor: 2.0 X /779 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.259 M /-709 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI: 3.602 Wind reactions based on MWFRS X Brg Wid = 144 Mm Reg = - Spacing: 24.0" C&C Dist a: 3.22 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.748 Y Brg Wid = 54.5 Mm Reg = - Loc. from endwall: Any FT/RT:8(0)/10(0) M Brg Wid = 79.0 Min Reg = - GCpi: 0.18 Plate Type(s): Bearings X & 0 are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Bearing Y Fcperp = 625p5i. Lumber Wind Members not listed have forces less than 375# Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Maximum Top Chord Forces Per Ply (Ibs) Bot chord 2x6 DF-L #2(g) member design Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection A - B 1212 -1127 G - H 526 -1365 Lumber shall be dried to a maximum moisture content meets L1360. B - C 1351 -1095 H - I 1301 -563 of 19% prior to installation. Right end vertical not exposed to wind pressure. C - D 1583 -1023 I - J 759 -1145 Plating Notes D-E 852-1655 J - K 1130 -845 E - F 20 -823 K-L 1132 -1035 Connectors in green lumber (g) designed using F - G 825 -1664 NDS/TPI reduction factors. Loading Maximum Bot Chord Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens. Comp. 11579 # ( 360.00 plf ) along top chord, from either X - W 1597 -1590 R -0 1057 -754 direction, to supports where indicated. Diaphragm and W - V 1866 -1940 0- P 1075 -469 connections are to be designed by Engineer of Record. V - U 2059 -2332 P-0 854 -1056 Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 11579 360.00 TC 0.00 32.17 U - T 3999 -4822 0- N 1959 -2046 6008 500.69 BC 0.00 12.00 T -5 1522 -694 N - M 1597 -1590 2274 500.69 BC 17.00 21.54 S - R 1404 -2553 3296 500.69 BC 25.58 32.17 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design W Maximum Web Forces Per Ply (Ibs) TTX Webs Tens.Comp Webs Tens. Comp. gravity loads. A-X 972 -998 S - H 2357 -471 Purlins A-W 1466-1587 H-R 181 -1699 In lieu of structural panels use purlins to brace all flat No. C 72160 W - B 1056-1158 R - l 687 -2108 TC @ 24" oc. B - V 1495 -1742 I - P 1338 -575 V-C 1071 -1010 P-J 1779 -978 Additional Notes C-U 1318-1724 J-0 554 -1333 Truss must be installed as shown with top chord up. U-D 242-1623 0-K 1298 -1568 D-T 2189 -533 K-N 937 -1022 OF CAILIF T-F 805-1037 N - L 1347 -1482 05 24 F-S 1393-1378 L-M 904 -921 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide bracing BCSI. Unless noted top have bottom per oTherwise, chord shall oroperlv attached structural sheathing and chord shall a properly temporary (951)300-1758 have attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per SCSI sections B3, B7, or B1O as applicable Aopty plates to each face of truss and shown above and on the Joint Details, Refer to drawings 160Afor Refer unless noted otherwise. -Z standard plate positions. job's position as to General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the asrrwcuerasv truss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paae 155 Harlem Ave listing this drawing indicates acceptance of enaineering responsibility solely-for the design shown. The suitability and use of this professional drawing for any structure is the responsibility of the Building-Designer per ANSt/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpmneitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEQN: 24806 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1286 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1653.01580 Truss Label: BX4 I RU 05/09/2024 664 988 12'10"12 161" 1934 2258 25712 2810' - 322" 34" 324 324 - 324 324 324 324 324 324 34" 3X4 4X4 4X4 4X4 4X4 w4X6 1111.5X3 4X4 4X4 4X4 4X4 4X4 A B C G I I LLI b I- X S R M 1113X10 W V U T 4X10 4X4 P N 111H0310 4X4 4X4 4X4 w4X4 4X6 4X4 w4X4 4X4 322" '" - 324 32 324 - 324 324 324 324 324 " 34" - I 34" 664 9848 121012 161" - 1934 2258 25712 2810"2'2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or upLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in icc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 H 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 G 999 180 X* 266 I- I- /216 I- /3 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 G - - M* 725 I- I- /501 I- I- EXP: C Kzt: NA Des Ld: 48.00 '-IORZ(TL): 0.031 G - - X /-811 Mean Height: 23.06 ft NCBCLL. 0.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 10.8 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.394 X Brg Wid = 182 Mm Req = - BCDL: 60 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.803 M BrgWid144 Min Req= - Bearings X & 0 are a rigid surface. Spacing: 24.0" C&C Dist a: 3.22 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.545 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:8(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Winc Duration: 1.60 WAVE, HS VIEW Ver. 23.01.02.0731.17 Lumber Purlins A-B 1099-1086 G-H 852 -1170 B - C 1112 -1057 H - I 860 -1141 Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat C - D 1208 -1095 I - J 1150 -936 Bot chord 2x6 DF-L #2(g) 82 2x6 DF-L SS(g); TC @24" cc. D - E 1296 -1963 J - K 1084 -965 Webs 2x4 DF-L Standard(gi The IC of this truss shall be braced with attached E - F 464 -231 K - L 1089 -1044 Lumber shall be dried to a maximum moisture content spans at 24" oc in lieu of structural sheathing. F - G 1020 - 1338 of 19% prior to installation. Wind Special Loads Maximum Bot Chord Forces Per Ply (lbs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp (Lumber Dur.Fac.1 .25/ Plate Dur.Fac.1 .25) member design. IC: From 76 plf at 0.00 to 76 plf at 32.17 Left end vertical exposed to wind pressure. Deflection X - W 1358 1354 R -0 1498 -1643 BC: From 20 plf at 3.00 to 20 plf at 1.00 meets L/360. W - V 1516 -1506 Q - P 2997 -3286 BC: From 160 plf at 1.00 to 160 plf at 30.00 V - U 1609 -1647 P-0 1657 -1745 BC: From 20 plf at 33.00 to 20 plf at 32.17 Right end vertical not exposed to wind pressure. U - I 1725 -1826 0- N 1547 -1552 BC: 2792 lb Conc. Load at 30.00,32.00 Additional Notes TS 3113-3436 N-M 1364 -1348 Plating Notes Truss must be installed as shown with top chord up. S - R 619 -313 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-X 875 -964 S-H 1418 -1403 '' Truss transfers a maximum horizontal load of ,2Q T. TA 11579#( 360.00 along top chord, from either plf) A - W 1415 -1437 H - R 820 -1054 direction, to where indicated. Diaphragm W - B 949 -1161 R-1 1660 -1079 supports and \ , connections are to be designed by Engineer of Record. B - V 1499 1586 I - P 620 -1257 Drag Loads: Force(#) (PLF) Mbr Start End %fftI V-C 954-1105 PJ 1372 -1543 Case 1: 11579 360.03 TC 0.00 32.17 11 l II C - U 1454 -1556 J-0 946 -1048 6464 426.20 BC 0.00 15.17 (I I No. C 72160 I II U - D 943 -1052 0- K 1436 -1564 5114 426.20 BC 20.17 32.17 I I D-T 1367-1547 K-N 934 -1118 Truss checked for 300# movable concentrated load ' 111 T - F 599 1260 N - L 1353 1408 along Top Chord, nonconcu -rent with design gravity .1' F-S 1716-1076 L-M 855 -925 loads.clvm-G-S 44 -398 Truss checked for 250# movable concentrated load OF CAUV along Bottom Chord, nonconcurrent with design gravity loads. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlin,g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 an8'SBCA) or safety practices prior performing shall provide Component Safety Information by TPI to these functions. Installers temporary bracing cer BCSI. Unless noted otherwise, top chord shall have attached bottom oroperlv structural sheathing and chord shall a properly (951)300-1758 have attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing in1aIIed on the CLR BCSI sections B3, B7, or B10 applicable Aeply to face per as plates each ofruss and position as 1411161114, shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page to job's General ALPINE Alpine, a division of ITW Buil'dina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the uurrwCOMPANY ANSI/TPI for truss in Conformance with 1 or handling, shipping,, installation and bracing of trusses. A seal on this Jrawin9 or cover pace 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely7or the design shown. The suitability and use of this drawing for any srr'ucture is the responsibility of the Building'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24802 FLAT Ply 1 Job Number: R3444W_DV Cust: R6852 JRef 1XZ068520011 T287 FROM AVIARA WEST APARTMENTS DrwNo: 13024165304930 Truss Label: BXS / RU 05/09/2024 43 86" 4'3" 4'3" 4X6 1111.5X3 4X6 A B C 4X10 86" I 4'3" 4•3•• 4'3" 86" Loading Criteria (ps TCLL: 20.00 TCDL 18.00 BCLL. 0.00 BCDL: 10.00 Des Ld*74-8. 0-0 NCBCLL: 0.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed 95 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 2306 ft TCDL: 10.8 psf BCDL 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL). 0.004 C 999 240 Loc R+ I R- / Rh I Rw /U I RL VERT(CL): 0.005 C 999 180 F* 236 I- I- /138 I- /6 HORZ(LL) -0.023 B - - F 1-746 HORZ(TL): 0.028 B - - 0 /-746 Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.291 F Brg Wid = 102 Min Req = - Max BC CS 0.296 Bearing F is a rigid surface. Max Web CSI 0.710 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Coml VIEW Ver: 23.01.02.0731.17 I A - B 1536 -1524 B - C 1536 - 1 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA P1: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac: No FTIRT:8(0)I10(0) Plate Type(s) Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC: From 76 p11 at 000 to 76 p11 at 8.50 BC: From 160 plf at 0.00 to 160 pIt at 8.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 3059 # ( 360.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3059 360.00 TC 0.00 8.50 3059 359.92 BC 0.00 8.50 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. 7LT.TA9 No. C 72160 OF CALP Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens, Comp. F-E 1531-1523 E-D 1531 -1523 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-F 913 -1020 E-C 1795 -1818 A-E 1795-1818 C-D 913 -1020 B - E 226 -394 WAKNlNtj NbAUANUI-OLLOVV ALL NOi.bON l Nib L)l<AWIN(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) fiS'r safety practices orior to performing these functions. Installers shall provide temporary. (951(300-1759 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathino and bottom chord shall have a properly attachea rigid calling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information Alpine, a division of ITW Buildina Components Group Inc. shall not be resonsibIe for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawing or cover pa listing this drawina ' ai indicates acceptance of professional enneering responsibility solely-for 0r the design shown. The suitabilityand use of ,1s 155 Harlem Ave drawing for any srructure is the responsibility of the Building 'Designer per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: aIpineitw.cornTPi:pinst.org; SBCA: sbcacomponents.com ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 24780 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T288 FROM: AVIARA WEST APARTMENTS DrwNo: 13024 1653.16947 Truss Label: BX6 / RTT 05/09/2024 37" 57" 1 811" 123" 1 157" - 177" 199" 37" 2' 34" 34" 34" - 2' - - 22" 4X4 W4X4 W4X4 1111.5X3 W4X4 W4X4 W4X4 W3X4 A B C D E F G H II 0 199" 3,7" 3,7" Loading Criteria (put) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Kzt: NA Des Ld: 48.00 Mean Height: 22.81 ft NCBCLL: p.00 TCDL 108 psf 501St: 2.00 BCDL: 6.0 psI Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.16 Winc Duration: 1.60 2' 34" 34" 34" 2' 22" 57" 811" 123" - 157" 177" - 199" - Snow Criteria (Pg,Pf in 5SF) Defl/CSl Criteria A Maximum Reactions (Ibs), or *pLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity P1: NA Ce: NA VERT(LL): 0.002 H 999 240 Loc R+ I R- / Rh / Rw /U / RL * 787 /- 1- /459 1- /2 Lu: NA Cs: NA VERT(CL): 0.003 H 999 180 Snow Duration: NA HORZ(LL): -0.012 D - - P /-633 HORZ(TL): 0.020 D - - Creep Factor: 2.0 I /-805 Wind reactions based on MWFRS Building Code: CBC 2022 Max TC CSI: 0.211 P Brg Wid = 237 Min Req = - TPI Std: 2014 Max BC CSI: 0.312 Bearing P is rigid surface. Rep Fac No Max Web CS 0.459 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT'8(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 23.01.02 0731 17 A - B 1085 -1083 E - F 1108 -1088 HIS -WAVE, R-C 605 -576 F-G 655 -641 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 p11 at 0.00 to 76 plf at 19.75 BC: From 20 p11 at 0.00 to 20 plf at 1.00 BC: From 160 plf at 1.00 to 160 plf at 18.75 BC: From 20 plf at 15.7510 20 plf at 19.75 BC: 2792 lb Conc. Load at 3.58, 5.58,15.58,17.58 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Truss transfers a maximum horizontal load of 7109 # ( 360.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 7109 360.00 TC 0.00 19.75 7109 359.96 BC 0.00 19.75 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. T. TA 7216O ): 7No. Od C-D 1157-1119 G-H 692 -689 D-E 1176-1138 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 1238 -1232 L-K 1088 -1081 0-N 777 -757 K-J 648 -636 N-M 1164-1177 J - l 726 -725 M-L 1146-1141 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-P 699 -809 E - L 782 -992 A-0 1297 -1305 L-F 1351 -1385 0-B 976-1155 F-K 775 -951 B-N 1251 -1336 K-G 1153 -1198 N-C 825 -964 G-J 907 -1029 C-M 1446-1477 J-H 1076 -1082 M-E 1425-1479 H - I 798 -865 "VYMtPlIPlU N.,'\LJ P,iNU ULLUVV /ALL NO i UN i t11 urcP,VViNL,' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ferns CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with 'diagonal bracing in8lalled on the CLR per BCSI sections B3, B7, or 810, as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE E I Notes page for additional information. Alpine, a division 0111W Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the au,nwcsepanv Itruss in conformance with ANSIITPI 1 or for handling shipping,., installation and bracing of trusses. A seal on this drawing or cover pace 155 Harlem Ave I listing this drawina ' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any sFructure is the responsibility of the Building'Oesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org, AWC: awc.orq Glenview, IL 60025 SEQN: 24782 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T289 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241853.19773 Truss Label: BX7 / RTT 05/09/2024 2910 1 557 1 815 1 1092 1 135' 16014 1 18811 2149 1 2406 2610" - 2910 2714 1 2714 1 2714 1 2714 2714 2714 2714 2714 2910 3X4 4X4 4X4 =4X4 3X4 4X6 III 1.5X3 4X4 4X6 3X4 4X4 3X4 'NL WA4 X S R M 1113X10 W V U T 6X8 4X6 Q P 0 N Y 4X4 4X4 4X4 3X4 3X4 4X4 3X4 1113X10 4X4 2610 2910 1 2714 1 2714 2714 2714 1 2714 2714 1 2714 2714 2910 - 2910 1 557 1 8'1"5 1092 1 135" 16014 18811 2149 2406 2610" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Fig: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.011 G 999 240 Loc R+ / R- / Rh / Rw / U / RL X* 797 / / /534 / /4 BCLL: 0.00 Enclosure. Closed Lu NA Cs: NA VERT(CL): 0.026 G 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.015 F - - * 804 / / /553 Des Ld: 48.00 EXP: C Kzt: NA -IORZ(TL): 0.024 F - - X /-691 Building Code: Creep NCBCLL. 0.00 Mean Height: 22.81 ft Factor: 2.0 M /-700 Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.204 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.459 X Big Wid = 143 Min Reg = - Y Big Wid = 119 Min Reg = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.685 Bearings X & R are a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Co Lumber Wind A-B 938 -894 G-H 331 -1 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 970 -836 H - I 489 -1212 Bot chord 2x6 DF-L #2(g) member design. C - D 1100 -822 I - J 1158 -650 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 1250 -689 J - K 997 -756 Lumber shall be dried to a maximum moisture content meets U360. E - F 1042 -481 K - L 948 -864 0119% prior to installation. Right end vertical not exposed to wind pressure. F - G 448 -1475 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens Comp NDS/TPI reduction factors. X-W 1174-1170 R-Q 2386 -3086 Loading W - V 1303 -1332 0- P 714 -1864 Truss transfers a maximum horizontal load of V - U 1383 -1513 P-0 1352 -1603 9659 # ( 360.00 p11) along top chord, from either U - T 1469 -1759 0- N 1290 -1368 direction, to supports where indicated. Diaphragm and T -5 2092 -2837 N - M 1174 -1170 connections are to be designed by Engineer of Record. S - R 854 -79 Drag Loads: Force(#) (PLF) Mbr Start End Case 1. 9659 360.00 TC 0.00 2683 5272 442.38 BC 0.00 11.92 Maximum Web Forces Per Ply (Ibs) 4387 442.38 BC 16.92 26.83 Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load A-X 818 -862 S-H 1363 -1011 along Bottom Chord, nonconcurrent with design T. A - W 1208 -1273 H - R 614 -1047 gravity loads. W-B 908-1029 R - I 1924 -382 Purlins B-V 1265-1414 I - P 173 -1499 In lieu of structural panels use purlins to brace all flat V-C 923 -951 P-J 1073 -1441 TC@24"oc 72160 C-U 1189 -1402 J-0 951 -865 U - D 940 -846 0- K 1201 -1436 Additional Notes D-T 1038-1429 K-N 925 -982 Truss must be installed as shown with top chord up. T-F 67-1823 N- L 1167 - 1287 F-S 2158 -206 L-M 827 -834 OF CALO3 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an8SBCA) 16'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathina and bottom chord shall of BCSI (Building Perils CA 92571 temporary. (951)300-1758 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with 'truss diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O, as applicable. Apply plates to each face of shown above and on unless noted otherwise. -Z standard plate positions. nd position as to General the Joint Details, Refer to drawings 160Afor Refer Notes page for additional information. jobs I.....PI I'J E .i Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the installation A drawing truss in conformance with ANSIITPI 1 or for handling, shipping, and bracing of trusses. seal on this or cover page 155 Harlem Ave listing this drawina indicates acceptance of professional enoineering responsibility solely for the design shown. The suitability and use of this North Building, 4th Floor drawing for any structure is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 I Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): Defl1CSl Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.012 D 999 240 VERT(CL): 0.029 D 999 180 HORZ(LL): -0.021 D - - HORZ(TL): 0.033 D - - Creep Factor: 2.0 Max TC CSI: 0.311 Max BC CSI: 0.739 Max Web CSI: 0.735 SEQN: 24754 FLAT Ply: 1 Job Number: R3444W_DV Cust' R6852 JRef:1XZ068520011 T290 FROM: AVIARA WEST APARTMENTS DrwNo: 130241653 27100 Truss Label: BX8 / RU 05/09/2024 4113 1 8115 122" 1621 2023 244" 4113 401 401 1 401 1 401 4113 w4X4 4X4 w6X6 1111.5X3 4X6 4X4 4X4 A B C D E F G 244" 4113 - 401 401 401 401 4113 4113 811 122" 1621 1 2023 1 244" Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: II EXP C Kzt: NA DesLd: 48.00 Mean Height: 22.81 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Diet: h12 to h Spacing: 24.0" C&C Diet a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(9) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 8759 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLFi Mbr Start End Case 1: 8759 360.00 TC 0.00 24.33 5097 453.03 BC 0.00 11.25 3662 453.03 BC 16.25 24.33 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Additional Notes Truss must be installed as shown with top chord up. VIEW Ver: 23.01.02.0731.17 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 11360. Right end vertical not exposed to wind pressure. A Maximum Reactions (Ibs), or 5 PLF Gravity Non-Gravity Loc R+ / R- / Rh I Rw /U / RL N* 754 I- I- /518 I- /4 H* 897 I- I- /630 I- I- N 1-528 H 1-488 Wind reactions based on MWFRS N 8rgWid=135 Min Req= - H Brg Wid = 97.0 Min Req = - Bearings N & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1450-1340 D-E 859 -1783 B-C 1603 -1247 E-F 1457 -1101 C-D 987-1911 F-G 1404 -1294 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp N-M 1810-1795 K-J 615 -849 M-L 2066-2157 J - l 2129 -2219 L - K 3790 -4258 I - H 1820 -1805 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-N 821 -874 K-E 2317 -948 A-M 1556-1702 E-J 363 -1391 M-B 885 -1045 J - F 1479 -1706 B - L 1591 -1907 F - I 825 -984 L-C 355-1379 l-G 1503 -1649 C-K 2297 -928 G-H 793 -846 I 'VVRkNIN IP,U P,NU I-ULLUVV ALL NU I 1=6 UN I t-116 L)KAVVINU! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) br satety practices prior to performing these functions. Installers shall provide temporary 19511300-1758 bracing per BCSI. Unless no/el oTherwise, top chord shall have property attached structural sheathino and bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with Idiagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of Iruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. lAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the us,rwceurusr truss in conformance with ANSI/TPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineehng responsibility solely-tor the design shown. The suitabili' and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomportents.com; ICC: iccsafe.org; AWC: awc.orq Glenview, IL 60025 SEQN: 24798 FLAT I Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520011 T291 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241654.00580 Truss Label: BXO / RTT 05/09/2024 3913 - 7514 11114 14915 186' 2221 M'119'2 2962 3323 37' 3913 381 381 381 381 381 3.8.1 381 381 3913 - 3X6 4X4 4X4 4X4 4X4 4X4 1111.5X3 4X4 4X6 4X4 4X4 4X4 T 0) X 0 11140308 W V U T S =4X6 =4X6 4X4 4X4 4X4 4X4 4X8 4X4 4X4 4X4 111 H0308 A- ' A 3913 381 381 381 381 381 381 381 381 3913 3913 7514 11114 14915 186" 2221 25102 2962 3323 37' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.008 H 999 240 Loc R+ / R- / Rh / Rw / U / RL X* 429 /- /- /293 /- /2 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.016 Q 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.027 G - - * 451 /- /- /333 I- Des Ld. 48.00 EXP: C Kzt: NA _____________________ HORZ(TL) 0.036 G - - X /-625 Building Code. NCBCLL: 0.00 Mean Height: 22.81 ft Creep Factor: 2.0 M /614 Soffit: 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI: 0.260 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist. h/2 to h TPI Std 2014 Max BC CSI: 0.350 X Big Wid = 238 Min Req = - Y Brg Wid = 147 Min Req = - Spacing: 24.0" C&C Dist a: 3.70 ft Rep Fac: No Max Web CSI: 0.623 Bearings X & P are a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Chords Tens.Comp. Chords Tens. Con Lumber Wind A-B 1241 -1237 G-H 1229 -1L Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 1259 -1237 H - I 797 -1391 Bot chord 2x6 DF-L #2(g) member design. C - D 1354 -1312 I - J 1237 -1036 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 1440 -1352 J - K 1212 -1126 Lumber shall be dried to a maximum moisture content meets U360. E - F 1505 -1308 K - L 1225 -1201 0119% prior to installation. Right end vertical not exposed to wind pressure. F - C 416 -219 Special Loads Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) (Lumber Dur.Fac =1 25 / Plate Dur Fac.1 .25) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. IC: From 76 plf at 0.00 to 76 p11 at 37.00 BC: From 20 p11 at 0.00 to 20 p11 at 1.00 X - W 1523 -1515 R -0 530 -8 BC: From 320 p11 at 1.00 to 320 plf at 36.00 W - V 1705 -1676 Q - P 2079 -2292 BC: From 20 p11 at 3600 to 20 plf at 37.00 V - U 1782 -1778 P-0 1834 -1902 Plating Notes U - T 1889 -1905 0- N 1723 -1719 T-S 2089-2137 N-M 1523 -1515 Connectors in green lumber (g) designed using 5 - R 1193 -110 NDS/TPI reduction factors. Loading Maximum Web Forces Per Ply (lbs) Truss transfers a maximum horizontal load of SS10, Webs Tens.Comp. Webs Tens. Comp. 13319 # ( 360.00 plf ) along top chord, from either A - X 767 -877 S - H 1065 -1986 direction, to supports where indicated. Diaphragm and A-W 1477-1491 H - Q 1013 -729 connections are to be designed by Engineer of Record. W822-1098 Q l 1884 -B - Drag Loads: Force(#) (PLF) Mbr Start End -1019 Case 1: 13319 360.00 TC 0.00 37.00 B-V 1597-1860 I - P 462 -1252 8240 414.59 BC 0.00 19.88 V-C 830-1051 P-J 1381 -1545 5079 414.59 BC 24.75 37.00 No. C 72160 C - U 1568 -1625 J-0 784 -938 Truss checked for 250# movable concentrated load U-D 817-1035 0-K 1513 -1625 along Bottom Chord, nonconcurrent with design * D - T 1526 -1616 K - N 801 -1047 'jvLj gravity loads. T-E 774 -940 N-L 1433 -1473 E-S 1418-1574 L-M 756 -853 Purlins OFCAUf In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shioping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) f'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperiv attached structural sheathino and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face of Iruss and position as 1.4196.1 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General , i...pi r\J E Alpine, a division of ITW Build imL Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN rrW COMPANY truss ANSIITPI 1 for handling, installation bracing trusses. A this drawing, in conformance with or shipping,, and of seal on or cover Paae 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this North Building, 4th Floor drawing for any sfr'ucture is the responsibility of the Building mesigner per ANSI/T WI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomporrents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24800 FLAT Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: tXZO6852001t T292 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1648.26267 Truss Label: BX10 / RTT 05/09/2024 3913 7514 11'1"14 14915 186" 2221 25102 2962 3323 37' 3913 381 381 381 381 381 381 381 381 3913 3X6 4X4 4X4 4X4 4X4 4X4 1111.5X3 4X6 4X6 4X4 4X4 4X4 A B C D E F G H I J 04 X R Q M 111H0308 W V U T S 1115X8 P 0 N 4X4 4X4 4X4 4X4 =4X10 4X4 4X4 4X4 111H0308 4X6 A 37 3913 381 - 381 381 381 381 381 381 381 3913 3913 7514 11114 14915 186" 2221 25102 2962 3323 37' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.010 H 999 240 Loc R+ / R- / Rh / Rw I U / RL X" 750 I- I- /481 1- /2 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 0 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 G - - * 787 I- I- /529 I- I- Des Ld: 48.00 EXP: C Kzt: NA HORZ(TL): 0.036 G - - X 1-514 Building Code. NCBCLL: 0.00 Mean Height: 22.81 ft Creep Factor: 2.0 M /-507 Soffit: 2.00 TCDL 10.8 psf CBC 2022 Max TC CSI 0.267 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.646 X Brg Wid = 238 Min Req = - Y Brg Wid = 147 Min Req = - Spacing: 24.0" C&C Dist a: 3.70 ft Rep Fac: No Max Web CSI: 0.720 Bearings X & P are a rigid surface. Loc. from endwall: Any FT/RT.8(0)I10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 0 2.0731.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 1241 -1237 G-H 1286 -976 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 1262 -1233 H - I 575 -1613 Bot chord 2x6 DF-L #2(g) member design. C - D 1363 -1303 I - J 1303 -970 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 1463 -1328 J - K 1238 -1100 Lumber shall be dried to a maximum moisture content meets L/360. E - F 1561 -1251 K - L 1233 -1193 of 19% prior to installation. Right end vertical not exposed to wind pressure. F - G 473 -163 Special Loads Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.1.25) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. TC: From 76 plf at 0.00 to 76 plf at 37.00 BC: From 20 plf at 0.00 to 20 plf at 1.00 X - W 1525 -1513 R -0 872 -8 BC: From 620 plf at 1.00 to 620 plf at 36.00 W - V 1705 -1677 0- P 1993 -2378 BC: From 20 plf at 36.00 to 20 plf at 37.00 V - U 1778 -1782 P-0 1805 -1931 Plating Notes U-T 1879-1915 0-N 1714 -1728 T-S 2043-2163 N-M 1525 -1514 Connectors in green lumber (g) designed using S - R 1744 -17 NDS/TPI reduction factors. Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of ESS10, Webs Tens.Comp. Webs Tens. Comp. 13319 # ( 360.00 pIt) along top chord, from either T. A - X 768 -875 S - H 754 -2298 direction, to supports where indicated. Diaphragm and connections are of A-W 1475-1494 H-Q 1198 -545 to be designed by Engineer Record Drag Loads: Force(#) (PLF) Mbr Start End W-B 824-1094 0-I 2210 -693 Case 1: 13319 360.CO TC 0.00 37.00 B-V 1594-1864 I - P 266 -1448 8240 414.59 BC 0.00 19.88 V-C 834-1047 P - J 1335 -1590 5079 414.59 BC 24.75 37.00 No. C 72160 C-U 1562-1631 J-0 812 -911 Truss checked for 250# movable concentrated load U - D 825 -1026 0 - K 1493 1646 along Bottom Chord, nonco-icurrent with design D-T 1511 -1632 K-N 813 -1035 gravity loads. T-E 797 -917 N-L 1422 -1484 CIVI E-S 1381 -1611 L-M 763 -846 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme cars in fabricating handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ano'SBCA) f'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall temporary (951)300-1758 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint oP webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR BCSI sections B3, B7, B1O Apply to face per or as applicable plates each of'truss and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer position as to job's General Notes page for additional information. ALPINE Alpine a division of ITW Buidina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss it ANSI/TPI 1 for handling, installation conformance with or shipping, and bracing of trusses. A seal on this lrawina or cover pa ae 155 Harlem Ave listing this drawina indicates acceptance of professional eng1eering responsibility solely tor the design shown. The suitabiIit' and use of this drawing for any srr'ucture is tie responsibility of the Building -Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 484 484 410" 964 1428 1908 Defl/CSI Criteria A Maximum Reactions (Ibs), or 0 PLF PP Deflection in bc Lldefl L/# Gravity Non-Gravity VERT(LL): 0.003 E 999 240 Loc R+ / R- / Rh / Rw /U I RL VERT(CL): 0.004 E 999 180 J* 230 I- I- /134 I- /2 HORZ(LL) -0.027 C - - J (-617 HORZ(TL): 0.032 C - - F 1-619 Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI' 0.349 J Brg Wid = 228 Min Req = - Max BC CS' 0.347 Bearing J is a rigid surface. Max Web CSI' 0.929 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 23.01.02.0731.17 A - B 1563 1555 C - D 1647 - it B-C 1647-1623 D-E 1563 -it Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp J - I 1690-1678 H-G 1773 -1738 I - H 1773-1738 G-F 1690 -1678 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-J 741 -878 H-D 1959 -2025 A-1 1742 -1765 D-G 767 -1129 I - B 767 -1129 G-E 1742 -1765 B-H 1959 -2025 E - F 741 -878 Snow Criteria (Pg,Pf in PSF) Pg NA Ct. NA CAT: NA Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FTIRT:8(0)I10(0) Plate Type(s) Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. ALL NOTES ON THIS DRAWIN( LL CONTRACTORS INCLUDING installing and bracing. Refer to ictices prior to performing these fi properly attached structural shea .traint of webs shall have continu r P1O, as applicable. ApIy pIt shall not be responsible for any deviation from this drawing, any failure to build the s in stallation nstallation and bracing of trusses. A seal on this drawing or cover page igineering responsibility solely-for the design shown. The suitability and use of This gitesigner per ANSI/WI 1 Sec.2. scorn; TPI: tpinst.orgSBCk sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i Inland Empire Tress 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE. AN SW COMPANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 of BCSI (Build SEQN' 24831 FLAT Ply. 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520011 1293 FROM: AVIARA WEST APARTMENTS DrwNo 130.24.1648.34210 Truss Label: BX11 / RTT 05/09/2024 410 964 1 1428 1908 410 484 484 410 W4X6 W4X6 1II1.5X3 4X6 4X6 A B C D E I 0, I I H G 111H0308 4X6 =4X10 4X6 1908 J H1H0308 410" 410" Loading Criteria (psI) Wind Criteria TCLL: 20.00 Wind Std' ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL' 10.00 Risk Category: II EXPC Kzt:NA Des Ld 48.00 Mean Height: 22.81 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 I Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 19.04 BC: From 20 plf at 0.00 to 20 plf at 1.00 BC: From 170 plf at 1.00 to 170 plf at 18.00 BC: From 20 plf at 18.00 to 20 plf at 19.04 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 6854 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 6854 360.00 TC 0.00 19.04 6854 359.96 BC 0.00 19.04 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. per ur a division of drawing for any structure is the responsibility 01 th For more information see these web sites: Alpine: 3'9"15 383 3915 761 Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP.0 Kzt:NA Mean Height: 22.81 ft TCDL: 10.8 psI BCDL: 6.0 psI MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) P9: NA Ct: NA CAT: NA P1: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.003 A 999 240 VERT(CL): 0.004 A 999 180 HORZ(LL): 0.020 B - - HORZ(TL): 0.024 B - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.254 Max Web CSI: 0.546 Ver: 23.01 .02.0731.17 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 iSoffit: 2.00 Load Duration: 1.25 Spacing: 24.0 3'9"15 114" A Maximum Reactions (Ibs), or *=PLF Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL H" 220 I- I- /128 /- /4 H /-696 E /-680 Wind reactions based on MWFRS H BrgWid= 136 MinReq= - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1327-1306 C-D 1244 -1239 B-C 1343-1323 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H - G 1378-1371 F-E 1326 -1319 G-F 1358-1331 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 789 -887 C-F 842 -1107 A-G 1542 -1574 F-D 1479 -1493 G - C 1678 -1735 D - E 765 -878 SEQN: 24910 FLAT Ply: 1 Job Number: R3444WDV Cust' R6852 JRef:1XZ068520011 T298 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1649.01653 Truss Label: BX12 / RTT 05/09/2024 3915 761 114" 3915 383 3915 4X4 III1.5X3 4X4 4X4 A B C D 4X1O 4X4 114" Lumber Wind Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Bot chord 2x6 DF-L #2(g) member design. Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection Lumber shall be dried to a maximum moisture content meets L/360. 0119% prior to installation. Right end vertical not exposed to wind pressure. Special Loads Additional Notes (Lumber Dur.Fac,=1.25 / Plate Dur.Fac.=1.25) Truss must be installed as shown with top chord up. TC: From 76 p11 at DOD to 76 p11 at 11.33 BC: From 20 plf at 0.00 to 20 plf at 1.00 BC: From 170 p11 at 1.00 to 170 p11 at 10.33 BC: From 20 p11 at 10.33 to 20 p11 at 11.33 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 4079 # ( 360.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF'i Mbr Start End Case 1: 4079 360.00 TC 0.00 11.33 4079 359.94 BC 0.00 11.33 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. VVMrcNINI.," t(c,bkLi ",iNL) rULLUVV ALL NW I UN I I1I L)tP,VViINlj! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information b TPI an8SBCA) handling satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing oer BCSI. Unless no:et otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for oermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, 87, or BiD as applicable. Aoply plates to each face of Iruss and position as I shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Itruss in conformance with ANSI PI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawing indicates acceptance of professional enaineeing responsibility solely -for the design shown. The suitabi)ifSl and use of 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/WI 1 Sec.2. North Building, 4th Floor IFor more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24841 FLAT Ply: 1 Job Number: R3444WDV I Cust: N 6852 JRef:1XZ068520011 T305 FROM: I AVIARA WEST APARTMENTS DrwNo: 130241649.34113 Truss Label: BX13 / RTT 05/09/2024 34" 664 988 l2'lO"l2 161" 1934 2258 25712 2810 322" 34" 324 324 324 324 324 324 324 324 34" 3X6 4X4 4X4 4X4 4X4 4X6 III 1.5X3 4X4 4X6 4X4 4X4 4X4 I 04 1NN AVVV X S R M IIIH0308 W V U T 6X8 4X6 P 0 N III3X10 4X4 4X4 4X4 3X4 5X6 3X4 4X4 4X4 322" 34" 324 324 324 324 324 324 324 324 34" 34" 664 988 121012 161" 1934 2258 25712 2810" 322" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or PLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefi L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.013 F 999 240 Loc R+ / R- / Rh / Rw / U I RL X* 771 I- I- /505 I- /3 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(CL): 0.032 F 999 180 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 F - - Q* 791 I- 1- /531 I- I- Des Ld: 48.00 EXP: C Kzt. NA HORZ(TL) 0.029 F - - X /-604 Building Code: NCBCLL: 0.00 Mean Height 22.81 ft Creep Factor: 2.0 M /-612 Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.253 Wind reactions based on MWFRS Load Duration: 1.25 BCDL 6.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.715 X Brg Wid = 182 Mm Reg = - 0 BrgWid= 144 Min Req= - Spacing: 24.0" C&C Dist a: 3.22 ft Rep Fac: No Max Web CSI: 0.722 Bearings X & Q are a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Cor Lumber Wind A-B 1105-1066 G-H 512 -11-- Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 1151 -1023 H - I 570 -1474 Bot chord 2x6 DF-L#2(g) member design. C - D 1305 -1013 I -J 1393 -773 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 1515 -866 J - K 1189 -920 Lumber shall be dried to a maximum moisture content meets U360. E - F 670 -1677 K - L 1119 -1031 of 19% prior to installation. Right end vertical not exposed to wind pressure. F - G 108 1115 Special Loads Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. TC: From 76 plf at 0.00 to 76 plf at 32.17 BC: From 20 plf at 0.00 to 20 plf at 1.00 X - W 1360 -1352 R - Q 1306 -1759 BC. From 620 plf at 1.00 to 620 plf at 31.17 W - V 1508 -1525 Q - P 2612 -3517 BC: From 20 plf at 31.17 to 20 plf at 32.17 V - U 1565 -1685 P-0 1522 -1800 Plating Notes U - T 1617 -1917 0- N 1492 1567 T-S 2777-3732 N-M 1360 -1352 Connectors in green lumber (g) designed using S - R 914 -10 NDS/TPI reduction factors. Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of 0, Webs Tens.Comp. Webs Tens. Comp. 11579 # ( 360.00 plf) along top chord, from either A - X 795 -863 S - H 1380 -1290 direction, to supports where indicated. Diaphragm and A-W 1335-1393 H-R 701 -977 connections are to be designed by Engineer of Record. Drag Loads: Force(#) IMbr Start End W-B 876-1054 R - I 2177 -403 Case 1: 11579 360.00 TC 0.00 32.17 B-V 1416-1561 I - P 137 -1538 6464 426.20 BC 0.00 15.17 V-C 902 -977 P - J 1173 -1620 5114 426.20 BC 20.17 32.17 No. C 72160 C-U 1336-1561 J-0 942 -868 Truss checked for 250# movable concentrated load U-D 943 -874 0-K 1336 -1590 along Bottom Chord, nonconcurrent with design D-T 1172-1628 K-N 895 -1002 gravity loads. T-E 108-1556 N - L 1290 -1410 tPA CIVIL_ E-S 2273 -370 L-M 805 -836 ' Purlins OF In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) ro'r safety practices prior to performing these functions. Installers shall provide bracing oer BCSI Unless noted otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall temporary. 19511300-1758 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed the CLR BCSI B3, B7, B1O Aoply face 'truss on per sections or as applicable plates to each of and shown above and on the Joint Details, noted otherwise. Refer to drawings 160A-Z for Refer unless standard plate positions. position as to General job's Notes page for additional information. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the usrrwcoepusv truss in conformance with ANSI PI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing, or cover pa ae 155 Harlem Ave listing this drawino indicates acceptance of professional enaineering responsibility solely'for the design shown. The suitability and use of this drawing for any s!r'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Right cantilever is not exposed to wind Additional Notes Truss must be installed as shown with top chord up. C-D 2001-1885 F-G 1465 -1244 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp N-M 1677-1688 K-J 1717 -1744 M-L 1766-1745 J - l 2156 -2334 L-K 1355-1382 I - H 964 -956 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-N 868 -990 C - J 2051 -2158 A-M 1727 -1753 J - F 2682 -2607 M-B 958-1267 F-I 1266 -1883 B - L 1928 -2016 I-G 205 -513 L-C 1038 -1274 SEQN: 24843 FLAT Ply: 1 Job Number: R3444W_DV . Cust: R6852 JRef;1XZ068520011 1306 FROM; AVIARA WEST APARTMENTS DrwNo. 130.241649.58810 Truss Label: BX14 / RTT 05/09/2024 4414 8715 1 12111 1722 217" 4414 432 1 432 432 4414 - 4X6 4X6 4X6 3X4 1II1.5X3 5X6 3X4 A B C D E F G (a) 1113X10 M L K J 111 3X6 4X6 4X6 5x10 4X6 w4X4 217" 4414 4414 Loading Criteria (psI) Wind Criteria TCLL; 20.00 Wind Std; ASCE 7-16 TCDL; 18.00 Speed: 95 mph BCLL; 0.00 Enclosure; Closed BCDL; 10.00 Risk Category; II EXP; C Kzt; NA Des Ld; 48.00 Mean Height; 23.06 ft NCBCLL; 0.00 TCDL; 10.8 psf Soffit; 2.00 BCD,L; 6.0 psf Load Duration; 1.25 MWFRS Parallel Dist; h/2 to h Spacing; 24.0" C&C Dist a; 3.00 ft Loc. from endwall; Any GCpi: 0.18 Wind Duration; 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member, Special Loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.1.25) TC; From 76 plf at 0.00t0 76 plf at 21.58 BC; From 20 plf at 0.00 to 20 plf at 1.00 BC; From 170 plf at 1.00 to 170 plf at 20.58 BC; From 20 plf at 20.58 to 20 plf at 21.58 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 7769 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads; Force(#) (PLF) Mbr Start End Case 1: 7769 360.00 TC 0.00 21.58 7769 393.34 BC 0.00 19.75 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 432 432 432 4414 8715 1 12111 1 1722 - 217" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg; NA Ct; NA CAT; NA PP Deflection in bc L/defl LI# Gravity Non-Gravity Pf; NA Ce; NA VERT(LL); 0.048 G 454 240 Loc R+ / R- / Rh / Rw /U / RL Lu: NA Cs: NA VERT(CL); 0.057 G 382 180 N" 254 1- I- /148 I- /3 Snow Duration: NA HORZ(LL): 0.028 G - - N /-761 'IORZ(TL); 0.034 G - - I /450 Building Code; Creep Factor; 2.0 Wind reactions based on MWFRS CBC 2022 Max IC CSI: 0.349 N Brg Wid = 237 Mm Req = - TPI Std; 2014 Max BC CSI: 0.303 Bearing N is rigid surface. Rep Fac No Max Web CSI 0.891 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT8(0)110(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver; 23.01.02.0731.17 A - B 1480 -1468 D - E 1572 1456 R-C 1615 -1564 F-F 1075 -959 vvMKrlIrlu NKr-MU WNU PULLUVV MILL NV i 1=0 UN i1i, L)r(P,VViN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f6r satety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locaticns shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, 87, or B10 as applicable. Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ,4 i...pi ri E Notes page for additional information. Alpine, a division of ITW BuiLlina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina' indicates acceptance of professional enaineeing responsibility solely-for the design shown. The suitabilifç' and use of this 155 Harlem Ave drawing for any srructure is the responsibility of the Build ingDesigner per ANSIITPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org, SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24870 FLAT I Ply: 1 Job Number: R3444W_DV Gust: R6852 JRef:1XZ068520011 1312 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.165022987 Truss Label: BX15 / RTT 05/09/2024 4613 1 81115 135" 17101 2233 2610" 4613 451 1 451 451 4'5"1 4613 3X4 4X4 11I1.5X3 W4X4 C D E F Cl) P 113X10 0 N M L K J 1113XIO 4X4 4X10 4X4 4X4 2610 4613 1 451 1 451 451 451 i 4613 4613 1 8'11 15 1 135" 17101 2233 2610" Loading Criteria (psI) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl Lf# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf. NA Ce: NA VERT(LL): 0.003 H 999 240 Loc R+ I R- / Rh I Rw I U I RL * 388 I- I- /290 I- /3 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 H 999 180 BCDL. 10.00 Risk Category: 11 Snow Duration NA HORZ(LL): -0.021 D - - I" 352 I- I- /298 I- I- Des Ld: 48.00 EXP:C Kzt:NA -IORZ(TL): 0.027 D - - P /-603 Building Code: NCBCLL: 0.00 Mean Height 23.06 ft TCDL: 10.8 psf Creep Factor: 2.0 I /-610 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.289 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.464 P Brg Wid = 192 Mm Req - I Brg Wid = 130 Mm Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac Varies by Ld Case Max Web CSI: 0.846 Bearings P & L are a rigid surface Loc. from endwall: Any FT/RT.8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 23.01 .02.0731.17 1 Chords Tens.Comp. Chords Tens. Con Lumber Wind A-B 1427-1426 E-F 1558 -1bi Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 1417 -1396 F - G 1418 -1397 Bot chord 2x6 DF-L #2(g) member design. C - D 1558 -1521 C - H 1428 -1426 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection Lumber shall be dried to a maximum moisture content meets L/360. Maximum Bot Chord Forces Per Ply (Ibs) of 19% prior to installation. Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens Comp. Plating Notes P -0 1596 -1583 L - K 689 -681 Connectors in green lumber (g) designed using 0 - N 1665 -1630 K - J 1664 -1630 NDSITPI reduction factors. N - M 1620 -1611 J - I 1596 -1583 All plates are 4X6 except as noted. M - L 1619 -1611 Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 9659 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and A - P 800 -932 M - F 1880 -1934 connections are to be designed by Engineer of Record. A-0 1658 -1675 F - K 884 -1158 Drag Loads: Force(#) (PLF) Mbr Start End 0 - B 856 -1192 K - G 1836 -1932 Case 1: 9659 360.00 TC 0.00 26.83 B - N 1835 -1932 G - J 656 -1193 9659 359.95 BC 0.00 2683 OFMSI N-C 884-1157 J - H 1658 -1675 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design T. C-M 1881-1935 H - I 800 -932 gravity loads Purlins In lieu of structural panels use purlins to brace all flat No. C 72160 TC @ 24" cc. Additional Notes * * \ Truss must be installed as shown with top chord up civil,I) 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI fó'r to these functions. Installers Perris CA 92571 an8SBCA) safety practices prior performing shall provide bracing per BCSI Unless note1 otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall temporary. have a properly (551)300-1758 attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed the CLR BCSI B3, B7, B10 Aoply to face on per sections or as applicable plates each ofruss and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. position as to job's General 1._Ri r.J E ,i Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the drawing truss in conformance with ANSI PI 1 or for handling, shipping,, installation and bracing of trusses. A seal on this or cover pace listing this drawino indicates acceptance of enaineering responsibility solely f0r the design shown. The suitability and use of this professional 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building "Oesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com, ICC. iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24872 FLAT Ply: I Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T313 FROM: AVIARA WEST APARTMENTS I DrwNo: 130.241650.25827 Truss Label: BX16 / RTT 05/09/2024 3913 7514 11114 14915 186" 2221 25102 2962 3323 37 3913 381 381 381 381 381 381 381 381 3913 3X6 4X4 4X4 4X4 4X4 4X4 III 1.5X3 4X4 4X6 4X4 4X4 4X4 X 0 M 1113X10 W V U T S =4X6 - =4X6 P 0 N Y 4X4 4X4 4X4 w4X4 w4X8 4X4 4X4 4X4 1113X10 A , A 3913 381 381 381 381 381 381 381 381 3913 3913 7514 11114 14915 186' 2221 25102 2962 3323 37' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.008 H 999 240 Loc R+ / R- I Rh I Rw / U / RL X* 429 1- I- /298 1- /3 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0.013 0 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.029 G - - * 451 1- I- /340 Des Ld: 48.00 EXP: C Kzt: NA ____________________ '-IORZ(TL): 0.038 G - - X /-713 Building Code: Creep NCBCLL: 0.00 Mean Height: 23.06 ft Factor: 2.0 M /-699 Soffit: 2.00 TCDL: 10.8 psf CBC 2022 Max TC CSI: 0.260 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.350 X Brg Wid = 238 Min Req =- Y Brg Wid = 147 Min Req = - Spacing: 24.0" C&C Dist a: 3.70 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.674 Bearings X & P are a rigid surface Loc. from endwall: Any FT/RT.8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 1246-1245 G-H 1227 -1038 Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C B - C 1258 -1236 H - I 822 -1369 Bot chord 2x6 DF-L #2(g) member design. C - D 1350 -1307 I - J 1224 -1044 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection D - E 1432 -1343 J - K 1205 -1125 Lumber shall be dried to a maximum moisture content meets L/360. E - F 1500 -1310 K - L 1228 -1207 of 19% prior to installation. Right end vertical not exposed to wind pressure. F - G 411 -221 Plating Notes Connectors in green lumber (g) designed using Maximum Bot Chord Forces Per Ply (Ibs) NDS/TPI reduction factors. Chords Tens.Comp. Chords Tens. Comp X-W 1523-1516 R-Q 450 -7 Loading W-V 1699-1670 0-P 2095 -2284 Truss transfers a maximum horizontal load of V - U 1781 -1780 P -0 1840 -1903 13319 # ( 360.00 plf)alonc, top chord, from either U - T 1892 -1911 0- N 1720 -1715 direction, to supports where indicated. Diaphragm and T - S 2076 -2147 N - M 1523 -1516 connections are to be designed by Engineer of Record. S - R 1088 -130 Drag Loads: Force(#) (PLF) Mbr Start End, Case 1: 13319 360.00 TC 0.00 37.00 8240 414.59 BC 0.00 19.88 Maximum Web Forces Per Ply (Ibs) 5079 414.59 BC 24.75 37.00 Webs Tens.Comp. Webs Tens. Comp. Truss checked for 250# movable concentrated load OFESSI A-X 855 -957 S-H 1135 -2021 along Bottom Chord, nonconcurrent with design T. gravity loads. A - W 1536 -1546 H -0 1107 -812 W-B 915-1186 0-1 1918 -1099 Purlins B -V 1647 -1711 I - P 550 -1342 In lieu of structural panels use purlins to brace all flat V-C 924-1142 P-J 1443 -1592 TC @ 24' oc. No. C 72160 C-U 1622 -1678 J-0 871 -1029 U-D 909-1124 0-K 1562 -1671 Additional Notes D-T 1579-1668 K-N 890 -1133 Truss must be installed as shown with top chord up. T-E 866-1031 N-L 1488 -1524 CIVI E - S 1481 -1630 L - M 842 -939 05/09/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Perris CA 92571 Component Safety Information by TPI an8'SBCA) ro'r sa ety practices prior to performing these functions. Installers shall provide bracing oer BCSI. Unless noted top have bottom temporary (951)300-1758 have otherwise, chord shall properly attached structural sheathina and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral res raint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR SCSI sections B3, B7, or B10, as applicable. Aoply to face per plates each ofruss and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. position as to General Notes page for additional information. job's ALPINE E Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the drawing, truss in ANSI PI 1 for handling, conformance with or shipping, installation and bracina of trusses. A seal on this or cover paae 155 Harlem Ave listing this drawina indicates acceptance of professional .eng,!pering responsibility solely-for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building uesigner per ANSI/WI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24890 FLAT Ply: 1 Job Number: R3444WDV Cu : R6852 JRef:1XZ068520011 T669 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1650.43860 Truss Label: BX20 / RTT 05/09/2024 295 5414 806 10715 1338 15111 18610 1 2122 1 23911 267" 295 279 279 279 279 1 279 279 1 279 279 295 4X4 4X4 4X4 6X8 I1I1.5X3 III4X4 4X4 4X4 4X4 4X4 4X4 I I _ __ __ 1/3X10 U T S R Q P 0 N M 1113X10 4X4 4X4 4X4 5X8 4X4 8X8 4X4 4X4 4X4 267" 2'9"5 279 279 1 279 -1 279 279 279 279 279 295 2'9"5 1 5414 1 806 1 10715 1338 - - 15111 - 18610 2122 23911 267" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions (lbs), or *pLF TCLL: 20.00 Wind Std ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.005 A 999 240 Loc R+ / R- / Rh / Rw / U / RL V* 730 I- /- /508 I- /4 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.007 A 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.021 E - - L* 584 I- /- /465 I- Des Ld: 48.00 EXP:C Kzt:NA HORZ(TL): 0.033 E - - V /-787 Building Code: Creep NCBCLL: 0.00 Mean Height: 24.00 ft Factor: 2.0 L /-775 Soffit: 2.00 TCDL 108 psf CBC 2022 Max TC CSI: 0.318 Wind reactions based on MWFRS Load Duration 1.25 BCDL 6 0 psf MWFRS Parallel Diet h/2 to h TPI Std: 2014 Max BC CSI 0.334 V Brg Wid = 192 Mm Req = - L BrgWid= 127 Min Req= - Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.538 Bearings V & P are a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Con Lumber Purlins A-B 876 -876 F-G 825 Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat B - C 795 - 770 G - H 802 Bot chord 2x6 DF-L #2(g) TC @24" oc. C - D 820 -776 H - I 786 -768 Webs 2x4 DF-L Standard(g) D - E 928 -855 I - J 776 -766 Lumber shall be dried to a maximum moisture content Wind E - F 932 -860 J - K 868 -874 of 19% prior to installation. Wind loads based on MWFRS with additional C&C member design. Special Loads Maximum Bot Chord Forces Per Ply (lbs) Left end vertical exposed to wind pressure. Deflection Chords Tens.Comp. Chords Tens Comp (Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) meets L1360 TC: From 76 p11 at 0.00 to 76 p11 at 26.58 Right end vertical not exposed to wind pressure. V - U 946 942 Q - P 885 903 BC: From 596 p11 at 0.00 to 596 p11 at 26.58 U - T 917 -904 P-0 902 -907 T-S 892 -905 0-N 913 -911 Plating Notes S - R 917 -951 N - M 926 -906 Connectors in green lumber (g) designed using R - 0 911 -948 M - L 946 -942 NDS/TPI reduction factors. Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 9569 #( 360.00 p11) along top chord, from either A - V 1166 -1246 Q - G 1549 -1603 direction, to supports where indicated. Diaphragm and A - U 1485 -1493 G - P 1260 -1405 connections are to be designed by Engineer of Record. U - B 1240 -1407 P - H 1546 -1592 o k' Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 9569 360.00 TC 0.00 26.58 B-T 1537-1606 H-0 1245 -1399 9569 359.95 BC 0.00 26.58 T-C 1265-1401 0-1 1545 -1582 C-S 1549-1605 I - N 1243 -1393 Truss checked for 300# movable concentrated load 11 5- D 1294 -1423 N - J 1533 -1588 along Top Chord, nonconcurrent with design gravity D-R 1614-1682 J-M 1225 -1405 loads No. C 72160 E-R 52 -382 M-K 1481 -1479 Truss checked for 250# movable concentrated load R-F 1617-1681 K-L 1154 -1244 along Bottom Chord, nonconcurrent with design * F-Q 1292-1425 gravity loads. Additional Notes CIVII Truss must be installed as shown with top chord up. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses fabricating, fabricating require extreme care in handlina shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information by TPI an a ro'r safety practices prior to performing these functions. Installers shall provide oer noted olherwise, chord shall properly attached structural sheathmna and chord shall a properly of BCSI (Building Perris CA 92571 temporary (951)300-1758 have bracing BCSI. Unless top have bottom attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of iruss nd position as 1-4116111111., shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard positions. Refer to job's General plate Notes page for additional information 4 t._.ri NJ E Alpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the COMPAW truss in conformance with ANSIIPI 1 or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pa ae 155 Harlem Ave listing this drawina' indicates acceptance of professional enaineering responsibility solely-tor the design shown. The suitability and use of this North Building, 4th Floor drawing for any s!ructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24892 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T670 FROM: AVIARA WEST APARTMENTS I DrwNa: 130.24.1651.08630 Truss Label: BX21 / RU 05/09/2024 3913 7514 11114 14915 186" 2221 25102 2962 3323 37' 3913 381 381 381 381 381 381 381 381 3913 III 1.5X3 3X6 A B C D E F G H I J K L I 1113X10 W V U T S R 0 P 0 N 113X10 5X8 A 3913 381 381 381 - 381 381 381 - 381 381 3913 3913 7514 11114 14915 186" 2221 25102 2962 3323 37' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or "PLF TOLL: 20.00 Winc Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph P1: NA Ce: NA VERT(LL): 0.005 A 999 240 Loc R+ / R- I Rh / Rw / U I RL X* 688 I- I- /481 I- /4 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.008 A 999 180 BCDL: 10.00 Risk Category. 11 Snow Duration: NA HORZ(LL) 0.023 D - - M" 658 I- I- /451 I- Des Ld: 48.00 EXP: C Kzt: NA '-IORZ(TL): 0.035 D - X 1-618 Building Code: NCBCLL: 0.00 Mean Height: 24.00 ft TCD,L: 10.8 psf Creep Factor: 2.0 M /589 Soffit: 2.00 BCDL: 60 psf CBC 2022 Max TO CSI: 0.462 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.675 X Brg Wid = 204 Min Req = - M Brg Wid = 240 Min Req = - Spacing: 24.0" C&C Dist a: 3.70 ft Rep Fac: No Max Web CSI: 0.830 Bearings X & S are a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE iVIEW Vet: 23.01.02.0731.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A-13 1215 -1215 G-H 1144 -1119 Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat B - C 1172 -1135 H - I 1120 -1104 Bot chord 2x6 DF-L #2(g) TO @24 oc. C - D 1300 -1227 I - J 1105 -1097 Webs 2x4 DF-L Standard(g) D - E 1311 -1238 J - K 1096 -1092 Wind Lumber shall be dried to a maximum moisture content Win E - F 1188 -1146 K - L 1185 -1198 0119% prior to installation. Wind loads based on MWFRS with additional C&C F - G 415 -390 member design. Special Loads Left end vertical exposed to wind pressure. Deflection Maximum Bot Chord Forces Per Ply (Ibs) (Lumber Dur.Fac.=1.25./ Plate Dur.Fac.=1.25) meets L1360. Chords Tens.Comp. Chords Tens Camp. TO: From 76 p11 at 0.00 to 76 p11 at 37.00 Right end vertical not exposed to wind pressure. BC: From 596 p11 at 0.00 to 596 p11 at 37.00 X - W 1324 -1315 R -0 1321 -1317 Plating Notes Additional Notes W - V 1329 -1309 Q - P 1336 -1325 Truss must be installed as shown with top chord up. V - U 1317 -1338 P-0 1346 -1331 Connectors in green lumber (g) designed using U - T 1302 -1328 0 - N 1363 -1329 NDS/TPI reduction factors. T - S 1295 -1302 N - M 1324 -1315 All plates are 4X6 except as noted. S - R 566 -573 Loading Maximum Web Forces Per Ply (Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Camp. 13319 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and A-X 1144-1253 R-H 1789 -1831 connections are to be designed by Engineer of Record. A - W 1698 -1711 H - Q 1211 -1445 Drag Loads: Force(#) (PLF Mbr Start End W-B 1228-1477 Q - l 1779 -1818 Case 1: 13319 360.00 TO 0.00 37.00 B-V 1801 -1885 I - P 1200 -1440 13319 359.96 BC 0.00 37.00 V-C 1264-1460 P - J 1778 -1811 Truss checked for 300# movable concentrated load No. C 72160 C-U 1859-1934 J-0 1202 -1431 along Top Chord, nonconcurrent with design gravity D-U 50 -424 0-K 1766 -1822 loads. U - E 1859-1927 K-N 1182 -1450 Truss checked for 250# movable concentrated load E-T 1254-1465 N-L 1674 -1669 along Bottom Chord, nonconcurrent with design 1-F 1805-1858 L-M 1114 -1236 gravity loads F-R 1231 -1459 OF 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) or safety practices prior to performing these functions. Installers shall provide bracing oer BCSI Unless noted otherwise, top chord shall have properiv attached structural sheathino and bottom chord shall temporary (951)300-1758 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR BCSI sections B3, B7, or B10 as applicable Aoply to face 'truss dI' per plates each of and shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer plate positions. position as to General Notes page for additional information. jobs ALPINE Alpine, a division of ITW Buillina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the drawing, truss ANSIITPI 1 for handling in conformance with or shipping,, installation and bracin9 of trusses. A seal on this or cover paoe 155 Harlem Ave listing this drawino indicates acceptance of professionl enpeering responsibility solely tar the design shown. The suitabilifç' and use of this drawing for any srr'ucture is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWO: awc.org Glenview, IL 60025 SEON: 24894 FLAT Ply: 1 Job Number: R3444W0V Gust: R6852 JRef:1XZ068520011 T671 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1651.19557 Truss Label: BX22 / RTT 05/09/2024 31010 777 1145 1 1513 1 18101 1 22614 1 2658 31010 3814 3814 1 3814 1 3814 3814 1 31010 3X6 4X4 4X4 4X4 4X4 w4X4 1111.5X3 4X4 4X4 I 111H0308 0 P 0 N M L K I11H0308 4X4 =4X4 w4X4 4X44X4 =4X10 w4X4 2658 -j 31010 1 3814 - 3814 1 3814 1 3814 3814 1 , 31010 31010 1 777 1 1145 1 1513 1 18101 22614 2658 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) oefl/CSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.002 I 999 240 Loc R+ / R- I Rh I Rw / U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.003 I 999 180 R* 405 I- I- /294 I- /3 BCDL: 10.00 Risk Category: 1 Snow Duration. NA HORZ(LL): -0015 G - - J 354 I- I- /294 I- I- EXP: C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.021 G - - R /-563 Mean Height: 22.81 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 46 TCDL: 10.8 psf Wind reactions based on MWFRS Soffit: 2.00 CBC 2022 Max TC CSI: 0.242 BCDL: 6.0 psf R Brg Wid = 192 Mm Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0.401 J Brg Wid = 125 Mm Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.546 Bearing R is a rigid surface Loc. from endwall: Any FT/RT:8(0)I10(0) Bearing M Fcperp = 625p5i. GCp 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 1 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) Truss must be installed as shown with top chord up. A - B 1178 -1178 E - F 1332 -1297 Bot chord 2x6 DF-L #2(g) B-C 1115 -1104 G-H 1288 -1254 Webs 2x4 DF-L Standard(g) C - D 1149 -1135 H - I 1238 -1230 Lumber shall be dried to a maximum moisture content D - E 1208 -1187 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. R -0 1347 -1339 M - L 1334 -1327 O - P 1423 -1389 L - K 1410 -1386 Loading P-O 1378-1360 K-J 1348 -1338 Truss transfers a maximum horizontal load of 0 - N 1342 -1327 9524 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Maximum Web Forces Per Ply (Ibs) Drag Loads: Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens. Comp. Case 1: 9524 360.00 TC 0.00 26.46 A-R 710 -824 D-N 1560 -1605 9524 359.95 BC 0.00 26.46 A -0 1398 -1408 N - E 804 -1044 Truss checked for 250# movable concentrated load 0-B 765-1050 E - L 1610 -1860 along Bottom Chord, nonconcurrent with design B - 1534 -1589 L - H 1628 -1698 gravity loads. P - C 787 -1023 H - K 803 -1076 Purlins C-O 1537 -1575 K - I 1459 -1481 O-D 797-1045 I - J 749 -858 In lieu of structural panels use purlins to brace all fiat TC @ 24" Pc. No. C 72160 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L1360. OF f Right end vertical not exposed to wind pressure. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handlina shipping installing and bracing. Refer to and follow the latest edition of Component Safety Information by TPI 16'r to these functions. Installers an8'SBCA) safety practices prior performing shall provide BCSI (Building Perris CA 92571 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathina and bottom chord shall temporary (951)300-1759 have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint otwebs shall have continuous rateral restraint (CLR) installed on per sections or as applicable. plates each of\russ and with position as diagonal bracing installed the CLR BCSI 63, B7, B1O Apply to face shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of ITVV Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure truss in ANSIITPI 1 for handling, installation bracina trusses. A this drawina to build the conformance with or shipping, and of seal on listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabililS' or cover pace 155 Harlem Ave and use of this North Building, 4th Floor drawing for any structure is the responsibility of the BuiIdingDesigner per ANSIITPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA. sbcacomponents.com; ICC: iccsafe.org; AWC' awc.org Glenview, IL 60025 SEQN: 24896 FLAT I Ply: 1 Job Number: R3444W_DV Cost: R6852 JRef:1XZ068520011 T672 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1651.22257 Truss Label: BX23 / RU 05/09/2024 439 855 1 1272 16814 201011 2507 1 294' 439 4113 1 4113 1 4113 - 4113 4113 1 439 3X6 4X4 4X4 --4X44 4X6 IIM .5X3 w4X6 w4X4 4X4 A B C D E F G I I I II1H0308 I1IH0308 K w4X4 4X4 w4X4 w4X10 w4X4 w4X4 4X6 294" 439 4113 4113 4113 4113 4113 - 439 439 1 855 1272 16814 201011 2507 294' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TOLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Icc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.002 I 999 240 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.003 I 999 180 R* 366 I- I- /271 I- /3 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.016 E - - J* 410 /- I- /307 I- I- EXP: C Kzt: NA HORZ(TL): 0.022 E - - Des Ld: 48.00 R /-533 Mean Height: 22.81 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 J /-393 TCDL: 10.8 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TO CSI: 0.274 Load Duration: 1.25 MWFRS Parallel Dist: h12 to In TPI Std:. 2014 Max BC CSI: 0.459 J R Erg Wid = 192 Min Req = - Brg Wid = 160 Min Reg = - Spacing: 24.0" C&C Dist a: 3.00 It Rep Fac: Varies by Ld Case Max Web CSI: 0.675 Bearing R is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing N Fcperp = 625psi. GCpi: 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Truss must be installed as shown with top chord up. A - B 1315 -1313 E - F 462 -431 Bot chord 2x6 DF-L #2(g) B - C 1268 -1255 F - G 1450 -1418 Webs 2x4 DF-L Standard(g) C - D 1338 -1318 G - H 1319 -1300 Lumber shall be dried to a maximum moisture content D - E 1463 -1432 H - I 1331 -1328 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens Comp. NDSITPI reduction factors. R - Q 1497 -1485 N - M 1503 -1491 Q - P 1582-1546 M-L 1521 -1509 Loading P-O 1520 -1502 L-K 1564 -1529 Truss transfers a maximum horizontal load of 0 - N 1236 -1224 K - J 1497 -1484 10559 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens. Comp. Case 1: 10559 360.00 TO 0.00 29.33 A-R 709 -833 D-M 1735 -1786 10559 359.95 BC 0.00 29.33 A-Q 1513-1529 M-G 1740 -1791 Truss checked for 2509 movable concentrated load Q-B 755-1073 G-L 796 -1053 along Bottom Chord, nonconcurrent with design loads B-P 1670-1729 L-H 1704 -1768 gravity P-C 791 -1056 H-K 775 -1092 Purlins C-0 1693-1738 K-1 1529 -1548 0 -D 786 -1057 I -J 719 -841 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. No. C 72160 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection civiv- meets U360. OF CALlf Right end vertical not exposed to wind pressure. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses fabricating, require extreme care in handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI f'r to these functions. Installers an6SBCA) salety practices prior performing shall provide bracing per BCSI. Unless noted otherwise, top chord shall have Property attached structural sheathing and bottom chord shall temporary. 19511300-1755 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint o webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections 83, B7, or B10 as applicable Apply plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN r- COMPANY in ANSI PI 1 handling truss conformance with or for shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabiIif and use of this drawing for any structure is the responsibility the Building Designer ANSIITPI 1 Sec.2. North Building, 4th Floor of per For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 SEQN: 24888 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T673 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1651.27240 Truss Label: BX24 / RTT 05/09/2024 441 1 867 1 12812 1 16111 1 2117 - 2558 441 1 425 1 425 425 1 425 441 3X6 4X4 4X4 w4X4 4X6 1111.5X3 4X6 4X4 A B C D E F G H P 111H0308 0 N M L K J 111H0308 4X4 4X4 4X4 w4X10 4X4 4X6 2558 A 441 425 425 425 425 441 441 867 - 12812 - 16111 2117 2558 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT. NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.002 H 999 240 Loc R+ / R- / Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 H 999 180 * 371 I- I- /274 I- /3 BCDL: 10.00 Risk Category: 1 Snow Duration: NA HORZ(LL): -0.016 E - - 1* 407 I- I- /334 I- I- EXP C Kzt: NA Des Ld: 48.00 HORZ(TL): 0.022 E - - P 1-530 Mean Height. 22.81 ft NCBCLL: 0.00 Building Code: Creep Factor. 2.0 I /422 TCDL: 108 psf Soffit: 2.00 CBC 2022 Max TC CSI: 0.298 Wind reactions based on MWFRS BCDL: 6.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to In TPI Std. 2014 Max BC CSI: 0517 P Brg Wid = 192 Min Req = - Wid = 113 Mm Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.708 'Bearing Bearing P is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing L Fcperp = 625p5i. GCPi. 0.18 Plate Type(s). Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01 .02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Con Top chord 2x4 DF-L #2(g) Truss must be installed as shown with top chord up. A - B 1330 -1328 E - F 380 -351 Bot chord 2x6 DF-L #2(g) B - C 1285 -1272 F - G 1450 -1420 Webs 2x4 DF-L Standard(g) C - D 1359 -1340 G - H 1390 -1383 Lumber shall be dried to a maximum moisture content D - E 1494 -1464 of 19% prior to installation. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. P-0 1513 -1501 L - K 1515 -1501 0-N 1600-1563 K-J 1589 -1559 Loading N - M 1536 -1517 J - I 1514 -1500 Truss transfers a maximum horizontal load of M - L 1182 -1168 9164 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record Drag Loads: Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens Comp. Case 1: 9164 360.00 TC 0.00 25.46 A-P 709 -834 M-D 788 -1007 9164 359.94 BC 0.00 25.46 A-0 1526-1542 D-K 1760 -1811 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design 0-B 753-1075 K-G 1777 -1846 B - N 1686 -1745 G - J 783 -1097 gravity loads N-C 791 -1059 J - H 1588 -1612 Purlins C-M 1712-1756 H-I 744 -866 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 72160 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection CIVI meets U360. OF CAUV: Right end vertical not exposed to wind pressure. 05/09/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING) Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricatina handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an6'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951)300-1759 per noted olherwise, chord shall aroperlv attached structural sheathing and chord shall bracing BCSI. Unless top have bottom have attachea rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), a properly installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable AopIy plates to each face ofruss and position as 4lII shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes for additional information. page to job's General ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANMCOMMNY truss in ANSI 1 for handling, installation bracina trusses. A this drawing, conformance with or shipping,, and of seal on listing this drawing indicates acceptance of professional en1eertng responsibility solely'Tor the design shown. The suitabiIit or cover page 155 Harlem Ave and use of this North Building, 4th Floor drawing for any structure is the responsibility of the Building esigner per ANSI/WI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24898 FLAT Ply: 1 Job Number: R3444W_DV I Cust: R6852 JRef:1XZ068520011 T674 FROM: 1 AVIARA WEST APARTMENTS DiwNo: 130.24.1651.30723 Truss Label: BX25 / RTT 05/09/2024 3913 7514 - 11114 14915 186" 2221 2458 3913 381 381 381 381 381 237 3X4 III 1.5X3 III 1.5X3 ZLI M L-i S III 3X10 0 P 0 N M L K III 1.5X3 5X8 111H0308 2458 3913 381 381 - 381 381 381 237 3913 7514 11114 14915 186" 2221 2458 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Winc Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc Lldefl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 H 999 240 Loc R+ / R- / Rh / Rw I U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.009 H 999 180 R* 662 I- I- /477 I- /4 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0.023 E - - S* 695 I- I- /613 EXP: C INA 1ORZ(TL): 0.036 E - - Des Ld: 48.00 R /-636 Mean Height: 24.00 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 K /-392 TCD... 108 psf Soffit: 2.00 CBC 2022 Max TIC CSI: BCDL: 6.0 psf CSI: 0.462 reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.578 R Brg Wid = 204 Min Req = - S Brg Wid = 895 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.965 Bearing R is a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing L Fcperp = 625psi. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Winc Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 . Maximum Top Chord Forces Per Ply (Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C A - B 1235 -1235 E - F 1204 -1133 Bot chord 2x6 DF-L #2(g) member design. B - C 1223 -1187 F - G 909 -929 Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection C - D 1405 -1333 G - H 721 -703 Lumber shall be dried to a maximum moisture content meets L1360. D - E 388 -316 H - I 871 -873 of 19% prior to installation. Right end vertical not exposed to wind pressure. Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Connectors in green lumber (g) designed using Chords Tens.Comp. Chords Tens. Comp. NDSITPI reduction factors. R -0 1324 -1315 N - M 490 -513 All plates are 4X6 except as noted. 0 - P 1307 -1286 M - L 1702 -1702 P-0 1262 -1282 L-K 2029 -2018 Loading 0 - N 1512 -1535 K - J 821 -819 Truss transfers a maximum horizontal load of 8804 # ( 360.00 plf) along top chord, from either Maximum Web Forces Per Ply (Ibs) direction, to supports where indicated. Diaphragm and Webs Tens.Comp. Webs Tens. Comp connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End A - R 1164 -1273 0- F 2008 -2077 Case 1: 8804 360.00 TIC 0.00 24.46 A-Q 1727 -1739 F-M 1361 -1570 8804 359.94 BC 0.00 24.46 Truss for load checked 3004 movable concentrated 0-B 1258-1508 M-G 2074 -2133 T. B-P 1843-1926 G - L 1435 -1865 along Top Chord, nonconcurrent with design gravity P-C 1316-1512 L-H 2206 -2248 loads. C-0 1932-2005 H-K 1514 -1724 Truss checked for 250# movable concentrated load E-O 81 -424 along Bottom Chord, nonconcurrent with design gravity loads No. C 72160 Purlins In lieu of structural panels use purlins to brace all flat * * TIC @ 24" oc. Additional Notes OF CAIJV Truss must be installed as shown with top chord up. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 9257 Component Safety Information by TPI andSBCA) f'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noel otherwise, top chord shall have toper attached structural sheathina and bottom chord shall temporary. (951)300-1758 have a properly I% attached rigid ceiling. Locations shown for øermanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Aoply plates to each face of Iruss and position as 'illIi' Joint Details, shown above and on the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General ALPINE Alpine, a division of ITW Buildinl;L Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1 or for handling shipping,, installation and bracina of trusses. A seal on this drawinq or cover pace 155 Harlem Ave listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this drawing for any srr'ucture is the responsibility of the Building"Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Snow Criteria (Pg,Pt in PSF) Pg NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Building Code: CBC 2022 TPlStd: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.003 D 999 240 VERT(CL): 0.004 D 999 180 HORZ(LL): -0.018 C - - HORZ(TL): 0.027 C - - Creep Factor: 2.0 Max TC CSI: 0.549 Max BC CSI: 0.519 Max Web CSI: 0.808 SEQN: 24900 FLAT Ply 1 Job Number: R3444W_DV Cust R6852 JRef1XZ068520011 1675 FROM: AVIARA WEST APARTMENTS DrwNo: 13024.1651.33277 Truss Label: BX26 / RTT 05/09/2024 449 877 13 4'4"9 4213 44"9 Fa 4X4 4X6 1111. 5X3 4X6 A B C D I 04 4Xi0 13 4'49 4213 4'4"9 449 877 13 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-16 TCDL: 18.00 Speed. 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.06 ft NCBCLL: 0.00 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plf at 0.00 to 76 plf at 13.00 BC: From 545 plf at 0.00 to 545 plf at 1300 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. VIEW Ver: 23.01 .02.0731.17 Purlins In lieu of structural panels use purlins to brace all tat TC @ 24" Pc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. A Maximum Reactions (Ibs), or *pLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw /U / RL H* 621 I- /- /362 I- /4 H /-279 E /-300 Wind reactions based on MWFRS H BrgWidi56 MinReq= - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1417-1418 C-D 1531 -it B-C 1536-1518 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H-G i530-1514 F-E 1583 -1566 G-F 1586-1552 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 835 -982 C-F 160 -463 A-G 1667-i685 F-D 1763 -1803 G-B 918-1225 D-E 877 -989 B-F 1912-1973 Loading Truss transfers a maximum horizontal load of 4679 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4679 360.00 TC 0.00 13.00 4679 359.94 BC 0.00 13.00 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity No. C 72160 loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. civii- OF Additional Notes CA Truss must be installed as shown with top chord up. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlina shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPt ana'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary. 275 West Rider St Perris CA 92571 (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with SCSI 'truss diagonal bracing installed on the CLR per sections B3, B7, or B1O, as applicable Apply plates to each face of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings i60A-Z for standard plate positions. Refer to job's General Notes for additional information. page L.ji ri E ,4 Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSIITPI 1 for handling installation bracina trusses. A this drawina conformance with or shipping,, and of seal on or cover pa listing this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIif and use of ils 155 Harlem Ave North Building, 4th Floor drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine. al m,, TPi: tpinst.org SBCA: sbcacomponents.com; ICC: iccsaforg; AWC: awc.org Glenview, IL 60025 48" 4912 14112 18118 48" 9512 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FTIRT:8(0)/10(0) Plate Type(s): Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF PP Deflection in bc L/defl LI# Gravity Non-Gravity VERT(LL): 0.003 A 999 240 Loc R+ / R- / Rh / Rw /U / RL VERT(CL): 0.004 C 999 180 F* 318 I- I- /186 1- /2 HORZ(LL): -0.026 C - - J 1-519 HORZ(TL): 0.032 C - - F 1-525 Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.858 F Brg Wid = 227 Min Req = - Max BC CS 0.392 Bearing J is a rigid surface. Max Web CSI' 0.928 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 23.01.02.0731.17 A - B 1556 1548 C - D 1645 -1610 B-C 1645-1610 D-E 1556 -1547 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets 0360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - l 1683-1670 H-G 1776 -1719 I - H 1779-1716 G-F 1682 -1671 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-J 745 -871 H-D 1933 -2037 A-1 1734-1758 D-G 672 -1221 I - B 646-1246 G-E 1735 -1757 B - H 1929 -2040 E - F 752 -864 C-H 115 -978 (q LT. TAJc.4 SEQN: 24533 FLAT Ply 1 Job Number: R3444W_DV Cust: R6852 JRet:1XZ068520011 T703 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1651.35750 Truss Label: BX27 / RTT 05/09/2024 4912 9512 14112 18118 4912 48' 48" 1 4912 w4X4 w4X6 II11.5X3 w4X6 w4X4 A B C D E 4X4 =4X10 4X4 18118 4912 4912 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP: C Kzt: NA Des Ld: 48.00 Mea-i Height: 22.81 ft NCBCLL: 0.00 TCDL: 10.8 psI Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25 / Plate Dur.Fac.=1.25) TC: From 76 p11 at 0.00 to 76 plf at 18.96 BC: From 195 p11 at 0.00 to 195 p11 at 18.96 TC: 300 lb Conc. Load at 5.79, 9.79,11.79 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 6824 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be desigied by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 6824 360.00 TC 0.00 18.96 6824 359.93 BC 0.00 18.96 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. WARNING" READ AND FOLLOW ALL NO I ES ON 1 HIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) fo'r salety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceilina. Locations shown for Dermanent lateral restraint of webs shall have continuous iateral restraint (CLR) installed with diagonal bracing intaIIed on the CLR per BCSI sections B3, 87, or B10, as applicable AopIy plates to each face of 'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE Notes page for additional information. Alpine, a division of ITW Bui din Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN mN COMPANY truss in conformance with ANSI/WI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabiIifl and use of thIS 155 Harlem Ave drawing for any sFr'ucture is tie responsibility of the Building Oesigner per ANSI/TPI I Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24835 FLAT Ply; 1 Job Number: R3444W_DV Cust R6852 JRef: 1XZ068520011 T704 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241651.42577 Page 1 of 2 Truss Label: BX28 / RTT 05/09/2024 17" 36 574 1128 17" 111" 214 574 1.5X3 lI 5X3 4X6 I1.5X3 lII1.5X3 4X6 11I1.5X3 A B (a)c D E 1111.5X3 1111.5X3 4X6 ill. 5X3 ill. 5X3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 1800 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.81 ft NCBCLL 0.00 TCDL 10.8 psf Soffit. 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads (Lumber Dur Fac.1.25 / Plate Dur.Fac.1.25) TC: From 76 plfat 0.00t0 76 plfat 11.21 BC: From 195 p11 at 0.00 to 195 p11 at 11.21 TC: 300 lb Conc. Load at 1.58, 3.50 1128 Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.653 TPI Std: 2014 Max BC CSI: 0.530 Rep Fac: No Max Web CSI: 0.715 FTIRT:8(0)I10(0) Plate Type(s): WAVE, HS VIEW Ver: 23.01.02.0731 Loading Truss transfers a maximum horizontal load of 4034 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads Force(#) (PLF) Mbr Start End Case 1: 4034 360.00 TC 0.00 11.21 4034 359.94 BC 0.00 11.21 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind reactions based on IvIvvr-rco F BrgWid=134 MinReq= - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Coml A-B 1847-1850 C-D 587 - B-C 1277-1281 D-E 1948 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. J - l 566 -565 H-G 1961 -1960 I - H 1256-1255 G-F 2099 -2050 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 792 -840 M-G 2020 -2018 A-K 2019 -2016 H-M 28 -493 K-B 82 -543 G-D 739 -1124 K - M 2022 -2020 D - F 2252 -2280 I - K 81 -536 E-F 88 -383 M-C 27 -494 17" ill 214 574 17" 36" 574 1128 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl Ll# Gravity Non-Gravity P1: NA Ce: NA VERT(LL) 0.003 A 999 240 Loc R+ / R- I Rh / Rw /U I RL F* 325 I- I- /189 I 14 Lu: NA Cs: NA VERT(CL): 0.003 A 999 180 Snow Duration: NA HORZ(LL): -0.025 E - - J /-720 HORZ(TL): 0.032 E - - F 1-543 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. per a division of Orawing for any structure is the responsibility 0? the 1 For more information see these web sites: Alpine: at T. T49 No. C 72160 civii- OF 05 24 .L NOTES ON THIS DRAWING CONTRACTORS INCLUDING talling.and bracing. Refer to a ices prior to performing these fu operly attached structural sheat Lint of webs shall have continuo not be responsible for any deviation from this drawing, any failure to build the in stallation nstallation and bracing of trusses. A seal on this drawing or cover page ering responsibility solely-for the design shown. The suitability and use of this Ligner per ANSIITPI 1 Sec.2. TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.i of Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 ALPINE AN ~COMRANY 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 SEQN: 24835 FLAT Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520011 T704 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1651.42577 Page 2 of 2 Truss Label: BX28 / RU 05/09/2024 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. WRPNINU t<.CAU P,NU iULLUVV ALL NW I E. ON I Nib Ut<AVV1N(i! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) tor safety practices prior to performing these functions. Installers shall provide temporary (851)300-1758 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid.ceiling. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with - diagonal bracing 1n5ta11ed on the CLR per BCSI sections 63, 67, or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. ALPINE Alpine a division of IT\N Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the AN rr~ COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracinq of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of this HarlemAve drawing for any s&ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ]CC: iccsafe.org; AWC: awc.org Glenview, IL 60025 3 4X10 86" 4'3" 4'3" 4'3" 86" Wind Criteria Wind Std. ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP:C Kzt:NA Mean Height: 22.81 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: No FT/RT:8(0)I10(0) Plate Type(s): Defl/CSl Criteria PP Deflection in bc L/defl L/# VERT(LL): 0.003 C 999 240 VERT(CL): 0.004 C 999 180 HORZ(LL): -0.021 B - - HORZ(TL): 0.026 B - - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.346 Max Web CSI: 0.655 Ver: 23.01.02.0731.17 Loading Criteria (psi) TCLL: 20.00 TCDL: 18.00 BCLL 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing. 24.0" Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC: From 76 plf at 0.00 to 76 plf at 8.50 BC: From 195 plf at 0.00 to 195 p11 at 8.50 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design Left end vertical exposed to wind pressure. Deflection meets L1360. Right end vertical not exposed to wind pressure. SEQN: 24864 FROM: FLAT I Ply 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: BX30 43" 86" 4'3" 4'3" 4X6 111.5X3 4X6 A B C Cust, R6852 JRef.1XZ068520011 T713 DrwNo: 130.24.1651 54010 / RU 05/09/2024 A Maximum Reactions (Ibs), or PLF Gravity Non-Gravity Loc R+ /R- /Rh /Rw /U /RL F* 271 I- I- /158 I- /5 F /-620 D /-620 Wind reactions based on MWFRS F BrgWid"102 Min Reg - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1534 -1525 B-C 1534 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 1531-1522 E-D 1531 -1522 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 820 -929 E-C 1748 -1770 A-E 1748-1770 C-D 820 -929 B-E 225 -486 Plating Notes Connectors in green lumber (g) designed using NDSITPI reduction factors. Loading Truss transfers a maximum horizontal load of 3059 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3059 360.00 TC 0.00 8.50 3059 359.92 BC 0.00 8.50 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up. T. No. C 72160 * OF yvMI(PliPlU rctp,u I,tNtJ IULLUVV ALL NU I c UN I rii URJkVVINL! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary. (951(300-1759 bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Apply plates to each face of'truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16bA-Z for standard plate positions. Refer to job's General ri E Notes page for additional information. Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1 or for handling shipping,, installation and bracing of trusses. A seal on this drawing or cover paae listing this drawina' indicates acceptance of professional engjering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave drawing for any sFructure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 SEQN: 24875 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T715 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24.1652.40107 Truss Label: BX31 / RU 05/09/2024 1076 15102 21015 2658 I 549 5213 5213 5213 549 III 1.5X3 6X6 A B C D E F I L G II13X10 K J I H III H0308 w4X12 8X8 2658 - 5'4fl9 5213 5213 5213 1 549 549 1076 15102 1 21'0"15 1 2658 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.003 A 999 240 Loc Ri- / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 A 999 180 L* 313 I- I- /239 I- /3 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.032 B - - G* 206 I- I- /207 EXP:C Kzt:NA Des Ld: 48.00 '-IORZ(TL): 0.039 B - - L /-501 Mean Height: 22.81 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 G 1-442 TCDL 10 8 psf Soffit: 2.00 CBC 2022 Max TIC CSI: reactions based on MWFRS CSl: 0.707 BCDL: 6.0 psf L Brg Wid = 192 Min Reg = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.434 G Brg Wid = 125 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.685 Bearing lis a rigid surface Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing L Fcperp = 625p5i. GCpi: 0.18 Plate Type(s). I Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) In lieu of structural panels use purlins to brace all flat A - B 1859 -1649 D - E 1630 -1617 Bot chord 2x6 DF-L #2(g) TC @24" OC. B - C 1919 -1908 E - F 1670 -1855 Webs 2x4 CF-L Standard(g) C - D 1726 -1712 Lumber shall be dried to a naximum moisture content Wind of 19% prior to installation. Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply (Ibs) member design. Bracing Chords Tens.Comp. Chords Tens. Comp. Left end vertical exposed to wind pressure. Deflection (a) Continuous lateral restraint equally spaced on meets L/360. L - K 1942 -1922 I - H 2011 -1907 member. Right end vertical not exposed to wind pressure. K - J 1897 -1871 H - G 1890 -1870 J - l 1944-1915 Plating Notes Connectors in green lumber (g) designed using Maximum Web Forces Per Ply (Ibs) NDSITPI reduction factors. Webs Tens.Comp. Webs Tens. Comp. All plates are 4X6 except as noted. A-L 764 -911 D - l 752 -1102 Loading A-K 2014 -2047 l - E 2015 -2078 Truss transfers a maximum horizontal load of B - K 121 -510 E - H 705 -1113 9524 # ( 360.00 plf ) along top chord, from either K - C 2159 2200 H - F 1821 1848 direction, to supports where indicated. Diaphragm and C-J 775-1118 F-G 697 -851 connections are to be designed by Engineer of Record. J-D 2059 -2107 Drag Loads: Force(#) (PLF Mbr Start End T. Case 1: 9524 360.00 TC 0.00 26.46 9524 359.97 BC 0.00 26.46 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads. No. C 72160 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Additional Notes OF CAUV: Truss must be installed as shown with top chord up. 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI an8SBCA) for safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing aer BCSI. Unless noea otherwise, top chord shall have oroperlv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR BCSI sections B3, B7, or B1O as applicable Aoply to face 'truss per plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard Refer to General plate positions. job's Notes page for additional information. ALPINE Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawina' indicates acceptance of professional engineering responsibility solely tor the design shown. The suitabilifç' and use of this drawing for is the the Build ANSIITPI 1 Sec.2. North Building, 4th Floor any sFructure responsibility of ingDesigner per For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24879 FLAT Ply' 1 Job Number: R3444W_DV Gust R6852 JRef:1XZ068520011 T716 FROM. AVIARA WEST APARTMENTS DrwNo: 13024,165242333 Truss Label: BX32 / RTT 05/09/2024 51012 11712 17412 1 23112 1 2908 51012 59" 59" 59" 1 51012 4X10 3X4 A B CD E F G 10 4X12 L - I 1FF 6X10 2908 51012 59" 59" 59" 51012 51012 11712 17412 23112 2908 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL 18.00 Speed 95 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 22.81 ft NCBCLL: 0.00 TCDL 10.8 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. Loading Truss transfers a maximum horizontal load of 10454 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 10454 360.00 TC 0.00 29.04 10454 359.95 BC 0.00 29.04 Truss checked for 300# movable concentrated load along Top Chord, nonconcurrent with design gravity loads Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *PLF Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity Pf: NA Ce: NA VERT(LL): 0.001 F 999 240 Loc R+ I R- I Rh / Rw I U I RL Lu: NA Cs: NA VERT(CL): 0.002 F 999 180 N" 302 I- I- /227 I- /3 Snow Duration. NA HORZ(LL): -0.037 G - - H" 221 I- I- /212 I- I- '-IORZ(TL): 0.045 G - - N /-434 Building Code. Creep Factor: 2.0 H /510 CBC 2022 Max TC CSI 0.765 Wind reactions based on MWFRS TPI Std: 2014 Max BC CSI: 0.509 N Brg Wid = 216 Min Req = - Rep Fac: Varies by Ld Case Max Web CSI: 0.729 - H Brg Wid = 132 Min Req = Bearing J is a rigid surface FT/RT:8(0)/10(0) Bearing N Fcperp = 625psi. Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver: 23.01.02.0731.17 Maximum Top Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Con In lieu of structural panels use purlins to brace all flat A - B 2104 -2130 E - F 1903 -1899 TC@24"oc. B-C 1815 -1804 F-G 2052 -2077 Wind D - E 1809-1797 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply (Ibs) member design. Chords Tens.Comp. Chords Tens. Comp. Left end vertical exposed to wind pressure. Deflection meets L1360. N - M 2007 -1959 J - I 2140 -2105 Right end vertical not exposed to wind pressure. M - L 2180 -2132 I - H 2156 -2100 L-K 2188 -2152 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-N 45 -387 K-E 728 -1118 N-B 2128 -2152 E - l 2232 -2275 B-M 121 -495 I - F 681 -1134 B - L 2092 -2157 F-H 2295 -2321 L-D 706-1097 G-H 44 -385 D-K 2172-2224 T. IAJ IQ' No. C 72160 * * civii- 05 24 L NOTES ON THIS DRAWING! CONTRACTORS INCLUDING THE INSTALLERS of l<eter to drawings lbiiA-L tor standard plate positions. Rater to Job's Genert I not be responsible for any deviation from this drawing, any failure to build the rig, installation and bracing of trusses. A seal on this drawing or cover pag sering responsibility solely-for the design shown. The suitability and use of this signer per ANSIITPI 1 Sec.2. Inland Empire Truss 275 West Rider St Perris CA 92571 19511300-1758 ALPINE 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 per a or any SEON: 24882 FLAT Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T717 FROM: i AVIARA WEST APARTMENTS DrwNo: 130.24.165250480 Page 1 of 2 Truss Label: BX33 / RU 05/09/2024 654 12812 1904 2558 654 638 638 654 1I11.5X3 H0308 3X10 A B C D E F T 93 III G 1113X10 K J I H I11H0308 4X12 4X4 2558 -j 654 638 - 638 - 654 I 654 12812 1904 2558 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in icc L/defl Ll# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.003 A 999 240 Loc R+ / R- / Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 A 999 180 L* 276 I- I- /219 I- /3 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.043 B - - G* 262 1- I- /250 I- I- EXP: C Kzt: NA 1IORZ(TL): 0.052 B - - Des Ld: 48.00 L /-445 Mean Height: 22.81 It Building Code: Creep Factor: 2.0 NCBCLL: 0.00 TCD_: 108 psf G /-378 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TO CSI: 0.882 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.734 L Brg Wid = 192 Min Req = - G Brg Wid = 113 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.806 Bearing I is a rigid surface. Loc. from endwall: Any FT/RT:8(0)/10(0) Bearing L Fcperp = 625p5i. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, KS VIEW Ver: 23.01. Maximum Top Chord Forces Per Ply (Ibs) Lumber Loading Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L #2(g) Truss transfers a maximum horizontal load of A - B 2241 -2240 D - E 2065 -2055 Bot chord 2x6 DF-L #2(g) 9164 # ( 360.00 plf ) along top chord, from either B - C 1164 -1163 E - F 2043 -2037 Webs 2x4 DF-L Standard(g) direction, to supports where indicated. Diaphragm and C - D 2288 -2288 Lumber shall be dried to a maximum moisture content connections are to be designed by Engineer of Record. of 19% prior to installation Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 9164 360.00 TO 0.00 25.46 Maximum Bot Chord Forces Per Ply (Ibs) Bracing 9164 359.94 BC 0.00 25.46 Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on Truss checked for 300# movable concentrated load L-K 2328 -2296 I - H 1281 -1227 member, along Top Chord, nonconcurrent with design gravity K - J 2322 -2285 H - G 2277 -2243 loads. J - I 2406 Special Loads Truss checked for 250# movable concentrated load (Lumber Dur Fac =1 25/ Plate Dur Fac.1 25) along Bottom Chord, nonconcurrent with design gravity loads. Maximum Web Forces Per Ply (Ibs) TO: From 76 p11 at 0.00 to 76 p11 at 25.46 Webs Tens.Comp. Webs Tens Comp BC: From 195 p11 at 0.00 to 195 p11 at 25.46 A-L 756 -935 J-E 2425 -2494 Plating Notes A-K 2372-2407 E-H 679 -1179 Connectors in green lumber (g) designed using B - K 153 -554 H - F 2161 -2203 NDSITPI reduction factors. K - D 2539 - 2580 F - G 697 -878 All plates are 4X6 except as noted. D - J 748 -1149 Purlins In lieu of structural panels use purlins to brace all flat TO @ 24" cc. Wind Wind loads based on MWFRS with additional C&C No. C 72160 member design. Left end vertical exposed to wind pressure. Deflection meets U360. Civil- Right end vertical not exposed to wind pressure. OF 05 4 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI fô'r to functions. and'SBCA) safety practices prior performing these Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have attached bottom prqperiv structural sheathina and chord shall temporary. 19511300-1758 have attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous Fateral restraint (CLR), installed a properly with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable Aoply plates to each face ofruss and position as Joint Details, shown above and on the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer Notes page for additional information. to job's General A LPINE Alpine a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIPI 1 or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pace listing this drawina indicates acceptance of professional en93leering responsibility solelylor the design shown. The suitability and use of this 155 Harlem Ave drawing for any srr'ucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 24882 FLAT Ply 1 Job Number: R3444W_DV Cust. R6852 JRef:1XZ068520011 T717 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.241652 50480 Page 2 of 2 Truss Label: 0X33 I RU 05/09/2024 Additional Notes Truss must be installed as shown with top chord up No. C 72160 CIVI OFCALA **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 IComponent Safety Information by TPI ana'SBCA) f5'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1756 Ibracing oer BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with Idiagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable. ADpIy plates to each face of truss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE INotes page for additional information. Alpine a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN — COMPANY Itruss in conformance with ANSI PI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawlnp or cover pa 155 Harlem Ave Ilisting this drawing indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitabili y and use of is drawing for any structure is the responsibility of the BuildingiDesigner per ANSI/TPI 1 Sec.2. North Building 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.ora; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.org Glenview, IL 60025 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 48.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-16 Speed: 95 mph Enclosure: Closed Risk Category: II EXP C Kzt: NA Mean Height: 23.08 ft TCDL: 10.8 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Winc Duration: 1.60 SEQN: 24904 FROM: FLAT I Ply: 1 Job Number: R3444W_DV AVIARA WEST APARTMENTS Truss Label: BX34 17" 36" 57"4 1128 17' 111" 214 574 1111. 5X3 Ill 1.5X3 3X4 1111.5X3 1I11.5X3 3X4 11115X3 A B C D E Cust: N 6852 JRef. 1 XZ06852001 1 T720 DrwNo: 130.24.1652.58343 / Rn' 05/09/2024 1111.5X3 1111.5X3 4X6 lii .5X3 1111 .5X3 17" i'll" 214 574 17" 3'6" 574 1128 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.002 D 999 240 Lu: NA Cs: NA VERT(CL): 0.002 B 999 180 Snow Duration: NA HORZ(LL): -0.015 J - ORZ(TL): 0.019 J - Building Code: Creep Factor: 2.0 CBC 2022 Max TC CSI: 0.653 TPI Std: 2014 Max BC CSI: 0.530 Rep Fac: No Max Web CSI: 0.262 FT/RT:8(0)/10(0) Plate Type(s): VIEW Ver: 23.01 .02.0731.17 ln,,c WIZ A Maximum Reactions (Ibs), or "PLF Gravity Non-Gravity Loc R+ IR- /Rh /Rw /U /RL F* 325 I- I- /189 I- /360 Wind reactions based on MWFRS F Erg Wid=134 MinReq= - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 383 -390 C-D 383 -390 B-C 383 -390 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads (Lumber Dur.Fac.1.25/ Plate Dur.Fac.1.25) TC: From 76 pIt at 0.00 to 76 plf at 11.21 BC: From 195 plfat 3.00t0 195 plfat 11.21 TC: 300 lb Conc. Load at 1.58, 3.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 4034 # ( 360.00 plf) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF: Mbr Start End Case 1: 4034 360.00 TC 0.00 11.21 4034 359.94 BC 0.00 11.21 Truss checked for 300# movable concentrated load along Top Chord, nonconcu-rent with design gravity loads. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - I 569 -568 H-G 1964 -1963 I - F -I 1259-1258 G-F 3691 -3643 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - K 433 -426 M - G 433 -426 K-B 83 -542 H-M 28 -493 K - M 433 -427 G - D 206 -475 I - K 82 -534 D - F 394 -424 M-C 27 -493 E - F 88 -383 VVAkNINU /",L) PdNU t-ULLUVV ALL NU UN I Nib UI-(PivvIp4Ijl inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 52571 Component Safety Information by TPI an6SBCA) f'r saety practices prior to performing these functions. Installers shall provide temporary. (951)300-1758 bracing cer BCSI. Unless noted oTherwise, top chord shall have roperIv attached structural sheathina and bottom chord shall have a properly attached rigid ceiling. Locaticns shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, 67, or B10 as applicable Aoply plates to each face ofruss and position as Ishown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General ALPINE I Notes page for additional information. lAlpine, a division of ITW Builtina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ltruss in conformance with ANSI/TPI 1 or for handling, shipping, installation and bracina of trusses. A seal on this drawina or cover paae I listing this drawina' indicates acceptance of professional enaineering responsibility solely-for the design shown. The suitability and use of tt- 155 Harlem Ave Idrawing for any sEructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org - Glenview, IL 60025 SEQN: 24796 GABL Ply: 1 Job Number: R3444WDV Cust: R6852 JRef:1XZ068520011 T696 FROM. AVIARA WEST APARTMENTS DrwNo: 130.24.1657.16627 Page 1 of 2 Truss Label: CX1 / RU 05109/2024 4713 9115 136" 1822 22915 27912 4 713 461 461 461 4713 41113 (TV P) U I 4X6 I AB 1 ± 4X4 E5 3X4 AJ AP AM AJ AH AF 4X6 3X4 3X4 5X6 3X8 12 0.35 m3X8 T po I AC 1113X6 6X8 5X6 27912 461 461 1 4713 41113 4713 8115 138" 184622 22915 27912 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 P9: NA Ct: NA CAT: NA PP Deflection in bc Lldefi LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce: NA VERT(LL): 0.006 C 999 240 Loc R+ / R- / Rh / Rw / U / RL AR*100 I- I- /154 /36 /2 BCLL: 0.00 Enclosure. Closed Lu' NA Cs: NA VERT(CL): 0.013 C 999 180 BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.025 U - - AH*96 I- I- /102 /0-- Des Ld: 48.00 EXP: C Kzt: NA IORZ(TL). 0.029 U - - AR 1-559 Building Code. NCBCLL: 0.00 Mean Height: 24.52 ft Creep Factor: 2.0 AU 1-203 Soffit: 2.00 TCDL: 10.8 psf BCDL: 6.0 psf CBC 2022 Max TIC CSI: 0.208 AM /-140 Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI' 0.214 AF /-207 AC /-218 Spacing: 24.0 C&C Dist a' 300 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.553 490 Loc. from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS GCpi: 0.18 Plate Type(s). AR Brg Wid = 192 Min Req = - VIEW Ver: 23.01.02.0731.17 Wind Duration 1.60 WAVE AH Brg Wid = 141 Min Req = - Lumber Wind Bearings ,rc & OMI are a rigid surface. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# Bot chord 2x4 CF-L #2(g) member design. Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure. Deflection Chords Tens.Comp. Chords Tens. Comp. W12 2x4 DF-L #1&Bet (g); meets U360. Lumber shall be dried to a maximum moisture content B - E 1004 -1047 M - Q 984 -989 Right end vertical not exposed to wind pressure E - H 1121 -1150 Q - U 825 -844 of 19% prior to installation Wind loading based on both gable and hip roof types. H - J 1111 -1125 T - X 801 -802 Plating Notes - M 689 -681 Connectors in green lumber (g) designed using Gable Studs NDSITPI reduction factors. Gable studs (dashed members) may be installed at 16' Maximum Bot Chord Forces Per Ply (Ibs) oc with Wave plates. In lieu of plates use (3)16 ga. Chords Tens.Comp. Chords Tens. Comp. All plates are 1 5X3 except as noted 1/2' x 1.75 wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face AR-AP 724 -677 AH-AF 471 -469 Loading for a total of (6) staples per connection. AP-AM 527 -493 AF-AC 931 -933 Truss transfers a maximum horizontal load of AM-AJ 421 -405 AC- Y 896 -895 5005 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. flrn Loads: Pnr(1±\ (Pi RI Mhr Webs Tens.Comp. Webs Tens. Comp. '.,'-\,,/ ''-'I Case 1: 5005 180.00 TIC 0.00 27.81 5005 179.96 BC 0.00 27.81 Truss designed to support 0-0-0 top chord outlookers T. and cladding load not to exceed 1000 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design No.0 72160 gravity loads. AR- B 569 -658 M -AF 966 -975 B -AP 995 -1019 AF- 0 397 -497 AP- E 621 -778 AF- T 923 -932 E-AM 1003-1028 Q-T 764 -751 AM- H 729 -847 T -AC 768 -848 H -AJ 997 -1015 AC- X 959 -959 AJ- M 650 -715 X - Y 498 -572 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating handlina shiDping installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information by TPI ana'SBCA) f'r safety practices orior to performing these functions. Installers shall provide temporary. 19511300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have oroperlv attached structural sheathina and bottom chord shall have a properly attachea rigid ceilina. Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint (CLR) installed with diagonal bracing inaIIed on the CLR per BCSI sections B3 B7, or B1O as applicable ADply plates to each face oflruss and position as d4' S above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General L...Pi iJ E Notes page for additional information. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the usrrwCOMPANY truss in conformance with ANSI/TPI 1 or for handling shipping, installation and bracina of trusses. A seal on this drawina or cover paae listing this drawina indicates acceptance of professional enoineering responsibility solely-for the design shown. The suitabilifS' and use of t1- 155 Harlem Ave drawing for any sf'r'ucture is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec 2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA' sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN 24796 GABL Ply; 1 Job Number: R3444W_DV Cust: R6852 JRef.1XZ068520011 T696 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.241657.16627 Page 2 of 2 Truss Label: CX1 / RTT 05/09/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS All 153OENC16O11B, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. OfESSi0 No. C 72160 OFCcAU VVMRrlIrI, Mr-MU ti'4L) L)LLL)VV P,LL iNUI UN 1 MR> L)r,eVViN! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary )951)300-1758 bracing per BCS!. Unless noted ctherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing inslalled on the CLR per BCSI sections B3, B7, or B1O, as applicable. AQply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI /TPI 1, or for handling, shipping,, installation, and bracinq of trusses. A seal on this drawing or cover pag listing this drawina, indicates acceptance of professional enaineering responsibility solely -for the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Building 'Designer per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites; Alpine; alpineitw.com; TPI; tpinst.org; SBCA; sbcacomponents.com; ICC; iccsafe.org; AWC; awc.org Glenview, IL 60025 SEQN: 24884 GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1718 FROM: AVIARA WEST APARTMENTS DrwNo: 130 24.165T25410 Page 1 of 2 Truss Label: KX1 / RU 05/09/2024 4713 9115 138" 1822 22915 27912 4713 461 481 461 4713 411 '13 (TYP) 12 2. 83 3X4 M 0.35 3X4 3X8 3X4 x 4X6 Li W12L I AR 11I3X6 AP AM AJ AH AF AC 113X6 4X6 3X4 3X4 m5X6 m3X8 6X8 5X6 27912 - 4713 461 461 461 4713 41113 4713 9115 138" 1822 22915 27912 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std. ASCE 7-16 Pg NA Ct: NA CAT: NA PP Deflection in bc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce' NA VERT(LL): 0.006 C 999 240 Loc R+ / R- / Rh / Rw /U I RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(CL): 0.013 C 999 180 AR' 100 I I- /154 /36 /2 BCDL: 1000 Risk Category' 11 Snow Duration: NA HORZ(LL): -0.025 U - - AH*96 I- I- /102 /0 I- EXP: C Kzt: NA Des Ld' 4800 HORZ(TL): 0.029 U - - AR /-559 Mean Height. 24.52 ft NCBCLL: 0.00 Building Code: Creep Factor: 2.0 AU /-203 TCDL: 10.8 psf Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TIC CSI: 0.208 AM 1-140 Load Duration: 1.25 MWFRS Parallel Dist: 010 h/2 TPI Std: 2014 Max BC CSI: 0.214 AF /-207 AC /-218 Spacing: 24.0" C&C Dist . 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.553 y /490 Loc from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS GCpi: 0.18 Plate Type(s): AR Brg Wid = 192 Min Reg = - Wind Duration: 1.60 WAVE VIEW Ver: 23.01.02.0731 17 AH Brg Wid = 141 Min Reg = - Lumber Wind Bearings AR & AH are a rigid surface. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# Bot chord 2x4 DF-L #2(g) member design. Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure Deflection Chords Tens.Comp. Chords Tens, Comp. W12 2x4 DF-L #1&Bet.(g); meets U360. B - E 1004 -1047 M -0 964 -989 Lumber shall be dried to maximum moisture content Right end vertical not exposed to wind pressure. E - H 1121 1150 Q - U 825 -844 of 19% prior to installation. Wind loading based on both gable and hip roof types. H - J 1111 -1125 T - X 801 -802 Plating Notes J - M 689 -681 Connectors in green lumber (g) designed using Gable Studs NDSITPI reduction factors. Gable studs (dashed members) may be installed at 16" Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. oc with Wave plates. In lieu of plates use (3)16 ga. Chords Tens.Comp. Chords Tens. Comp. 1/2" x 1,75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face AR-AP 724 677 AH-AF 471 469 Loading for a total of (6) staples per connection. AP-AM 527 493 AF-AC 931 933 Truss transfers a maximum horizontal load of AM-AJ 421 -405 AC- Y 896 -895 5005 # ( 180.00 plf ) along top chord, from either direction, to supports where indicated Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record, Webs Tens.Comp. Webs Tens Comp Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5005 180.00 TC 0.00 27.81 5005 179.96 BC 000 27.81 AR- B 569 -658 M -AF 966 -975 B-AP 995 -1019 AF-Q 397 -497 Truss designed to support 0-0-0 top chord outlookers 77/X Q AP-E 621 -778 AF-T 923 -932 and cladding load not to exceed 10.00 PSF one face E-AM 1003-1028 Q-T 764 -751 and 24.0" span opposite face. Top chord must not be AM-H 729 -847 T-AC 768 -848 cut or notched, unless specified otherwise H-AJ 997 -1015 AC-X 959 -959 Truss checked for 250# movable concentrated load No. C 72160 AJ-M 650 -715 X-Y 498 -572 along Bottom Chord, nonconcurrent with design gravity loads Civil- 01: CAL&V 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses installing require extreme care in fabricating, handling shipping and bracing. Refer to and follow the latest edition of BCSI (Building Ferris CA 92571 Component Safety Information by TPI an6SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1755 bracing per BCSI. Unless noted oTherwise, top chord shall attached rigid ceiling.Locations shown for permanent lateral have properly attached structural sheathina and bottom chord shall restraint of webs shall have continuous rateral restraint (CLR) installed 'truss have a properly with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10 as applicable Apply plates to each face of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE r E Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure installation bracing trusses. A this drawing to build the AN IM COMPANY truss ANSIITPI 1 for handling, in conformance with or shipping,, and of seal on or cover pa ae listing this drawina indicates acceptance of professional engineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor -Designer ANSIITPI 1 drawing for any st'r'ucture is the responsibility of the Building per Sec.2 For more information see these web sites: Alpine: alpineitw.com, TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24884 GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 T718 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 130.24.1657.25410 Page 2 of 2 Truss Label: KX1 I RTT 05109/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS All 153OENC16O118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. WAKNINW KLAIJ ANL) hOLLOW ALL NO I bS ON I HIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Inland Empire Truss 275 West Rider St Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI ano'SBCA) tor safety practices prior to performing these functions. Installers shall provide temporary. oer noea olherwise, chord shall oroperly attached structural sheathing and chord shall a properly Perris CA 92571 (951)300-1758 bracing BCSI. Unless top have bottom have attached rigid ceiling. Locations shown for oermanent lateral restraint ot webs shall have continuous iateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B1O as applicable AopIy plates to each face of lruss and position as Ishown the Joint Details, Refer above and on unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General I Notes page for additional information. ALPINE lAlpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the for usrrwroeeum Itruss in conformance with ANSI/WI 1 or handling, shipping,, installation, and bracina of trusses. A seal on this drawing or cover paae I listing this drawino indicates acceptance of professional enaineering responsibility solelylor the design shown. The suitability and use of this drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2, 155 Harlem Ave North Building, 4th Floor I For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24886 GABL I Ply: 1 Job Number: R3444W_DV Cust: R 6852 JRef: 1XZ068520011 1719 FROM: AVIARA WEST APARTMENTS DrwNo: 130.241657.45693 Page 1 of 2 Truss Label: UX1 / RU 05/09/2024 4713 9115 1 1822 1 22915 27912 4713 461 461 461 4713 41113 (TYP) U I 12 035 3X4 AR 5 1113X6 AP AM AJ AH AF AC 1I13X6 4X6 3X4 =3X4 m5X6 =3X8 6X8 5X6 27912 4713 461 461 461 4713 41113 4713 9115 138" 1822 22915 27912 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions (Ibs), or *pLF TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT' NA PP Deflection in bc L/defl LI# Gravity Non-Gravity TCDL: 18.00 Speed: 95 mph Pf: NA Ce' NA VERT(LL): 0.006 C 999 240 Loc R+ / R- / Rh / Rw /U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.013 C 999 180 AR"100 I- I- /154 /36 /2 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.025 U - - AH*96 I- I- /102 /0 I- EXP: C Kzt: NA Des Ld: 48.00 ORZ(TL): 0.029 U - - AR /-559 Mean Height: 24.52 ft NCBCLL' 0.00 TCDL: 10.8 psf Building Code: Creep Factor: 2.0 AU /203 Soffit: 2.00 BCDL: 6.0 psf CBC 2022 Max TC CSI: 0.208 AM 1-140 AF /-207 Load Duration: 1.25 MWFRS Parallel Dist. 010 h/2 TPI Std. 2014 Max BC CSI' 0.214 AC /-218 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.553 Y /-490 Loc. from endwall: Any FT/RT:8(0)/10(0) Wind reactions based on MWFRS GCpi: 0.18 Plate Type(s). AR Brg Wid = 192 Min Req = - Wind Duration: 1.60 WAVE VIEW Vet. 23.01 .02.0731.17 AH Brg Wid = 141 Min Req = - Lumber Wind Bearings AR & AH are a rigid surface. Top chord 2x4 DF-L #2(g) Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# Bot chord 2x4 DF-L #2(g) member design. Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 DF-L Standard(g) Left end vertical exposed to wind pressure Deflection Chords Tens.Comp. Chords Tens. Comp. W 12 2x4 DF-L #1 &Bet. (g); meets L/360. B-E 1004 -1047 M-Q 984 -989 Lumber shall be dried to a maximum moisture content Right end vertical not exposed to wind pressure. E - H 1121 1150 Q - U 825 844 of 19% prior to installation. Wind loading based on both gable and hip roof types. H - J 1111 -1125 T - X 801 -802 Plating Notes J - M 689 -681 Connectors in green lumber (g) designed using Gable Studs NDSITPI reduction factors. Gable studs (dashed members) may be installed at 16" Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X3 except as noted. oc with Wave plates. In lieu of plates use (3) 16 ga Chords Tens.Comp. Chords Tens. Comp. 1/2' x 1.75' wire staples (0.084 Dia.) Toe nailed through chord into web & web into chord on one face AR-AP 724 -677 AH-AF 471 -469 Loading for a total of (6) staples per connection. AP-AM 527 493 AF-AC 931 -933 Truss transfers a maximum horizontal load of AM-AJ 421 -405 AC- Y 896 -895 5005 # ( 180.00 p11) along top chord, from either direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens Comp Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 5005 180.00 TC 0.00 2781 oFESsIo AR-B 569 -658 M-AF 966 -975 5005 179.96 BC 0.00 27.81 ç B -AP 995 -1019 AF- Q 397 -497 Truss designed to support 0-0-0 top chord outlookers 1. TAjv AP-E 621 -778 AF-T 923 -932 and cladding load not to exceed 10.00 PSF one face E-AM 1003 -1028 Q-T 764 -751 and 240" span Opposite face. Top chord must not be AM- H 729 -847 T -AC 768 -848 cut or notched, unless specified otherwise. m H-AJ 997 -1015 AC-X 959 -959 Truss checked for 250# movable concentrated load AJ-M 650 -715 X-Y 498 -572 along Bottom Chord, nonconcurrent with design gravity loads. 7216 CIVI%.. OF CALWO' 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses fabricating, handlina installing require extreme care in shipping and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an8'SBCA) f6'r safety practices prior to performing these functions. Installers shall provide temporary per noted otherwise, chord shall Perris CA 92571 (951)300-1758 attached rigid ceilina. Locations shown for permanent lateral diagonal bracing ins1a11ed the CLR BCSI bracing BCSI. Unless top have bottom have properly attached structural sheathina and chord shall restraint of webs shall have continuous rateral restraint (CLR) B3, B7, B10 Apply to face Iruss a properly installed with on per sections or as applicable plates each of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page L..Pi r.J E .1 Alpine, a division of IT\N Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the in conformance with or listing this drawina' indicates acceptance of professional truss ANSIITPI 1 for handling, installation bracina trusses. A this drawing shipping, and of seal on or cover pa ae enaineering responsibility solely-for the design shown. The suitability and use of this 155 Harlem Ave North Building, 4th Floor drawing for any sfructure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC' iccsafe.org; AWC: awc.org Glenview, IL 60025 SEQN: 24886 GABL Ply: 1 Job Number: R3444W_DV Cust: R6852 JRef:1XZ068520011 1719 FROM: Qty: 1 AVIARA WEST APARTMENTS DrwNo: 13024.165745693 Page 2 of 2 Truss Label: UX1 I RTT 05/09/2024 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11530ENC160118, GBLLET1N0118, & GABRST160118 for gable wind bracing and other requirements. No.0 72160 j) OF WAKNIN(i <LAO AND i-OLLOW ALL NO I L. ON I HIti Ui<.AWiN(il Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 275 West Rider St Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Perris CA 92571 Component Safety Information, by TPI and SBCA) f8r safety practices prior to performing these functions. Installers shall provide temporary (951)300-1758 bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid,ceiling. Locaticns shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. AgpIy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine a division of ITW BuillingComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the ,,' COMFANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawina, indicates acceptance of professional engineering responsibility solely 'tor the design shown. The suitability and use of this HarlemAve drawing for any sfructure is the responsibility of the Build ingDesigner per ANSI/TPI 1 Sec.2. North Building, 4th Floor For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Glenview, IL 60025 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 18.00 Speed: 95 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 48.00 Mean Height: 23.17 ft NCBCLL: 0.00 TCDL 108 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Additional Notes Top chord 2x4 DF-L #2(g) Uplift connections required. See uplifts in R- and U Bot chord 2x4 DF-L #2(g) columns of Maximum Reactions table. Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. A-B 1684 -1756 B-C 1450 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 1386-1375 E - D 1171 -1112 Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: NA Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std: 2014 Rep Fac: Varies by Ld Case FTIRT:8(0)I10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in bc L/defl LI# VERT(LL): 0.005 B 999 240 VERT(CL): 0.005 B 999 180 HORZ(LL): -0.022 C - - HORZ(TL): 0.024 C - - Creep Factor. 2.0 Max TC CSI: 0.329 Max BC CSI: 0.402 Max Web CSI: 0.560 A Maximum Reactions (Ibs), or *PLF Gravity Non-Gravity Loc R+ I R- / Rh / Rw /U / RL F* 98 I- I- /178 /62 /12 F /-1093 E 1-358 D /-737 Wind reactions based on MWFRS F BrgWid96.0 MinReq= - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con VIEW Ver: 23.01 .02.0731.17 SEQN 24765 MONO Ply: 1 Job Number: R3444W_DV Cust. R6852 JRef.1XZ068520011 T691 FROM: AVIARA WEST APARTMENTS DrwNo: 130.24164737790 Truss Label: 7EJD8 / RU 05/09/2024 4, 8' 4, 4, 1111.5X3 12 5~ 4X4 5-K~4X4 F D 1113X6 E 1114X6 4X4 8' 4' 4' 4' 8' Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Connectors in green lumber (g) designed using NDS/TPI reduction factors. A - F 1121 -1263 E - B 1106 -1427 A-E 1760-1737 B-D 1386 -1459 Loading Truss transfers a maximum horizontal load of 2879 # ( 360.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads Force(#) (PLF) Mbr Start End Case 1: 2879 360.00 TC 0.00 8.00 2879 359.91 BC 000 8.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design T. gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. No. C 72160 Left end vertical exposed to wind pressure. Deflection meets U360. * Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. OF CWV: 05 24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inland Empire Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 275 West Rider St require extreme care in fabricating handlina, shioping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI ana'SBCA) f& safety practices Drior to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom have per noted otherwise, chord shall Droperlv attached structural sheathing and chord shall a properly Perris CA 92571 (951)300-1758 attached rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have continuous Fateral restraint (CLR) installed with diagonal bracing the CLR BCSI B3, B7, B1O Aoply to face installed on per sections or as applicable. plates each of'truss nd position as 141116111111 shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes for additional information. page ALPINE Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN OW COMPANY truss in conformance with ANSIITPI 1 or for handling, shipping installation and bracing of trusses. A seal on this drawina or cover page 155 listing this drawina indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitabiIi' and use of this Harlem Ave North Building, 4th Floor drawing for any structure is the responsibility of the BuiIdingDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Aløine: alpineitw.com; TPI: tninst.ora; SBCA: sbcacomoonents.com; ICC: iccsafe.orq; AWC: awc.orq Glenview, IL 60025 Gable Stud Rein cement Detail ASCE 7-16: 115 mph Wind Speed, 30' Me1 Height, Enclosed) Exposure C, Kzt = 1.0 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) 1x4 'L' Brace w (1) 2x4 'L' Brace * (2) 2x4 'L' Brace wE (1) 2x6 'L' Brace * (2) 2x6 'L' Brace wi Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B -p - Y C <- - . r' r ' #1 / #2 4' 9' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 7' 6' 8' 0' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 7' 5' 7' 11' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 6' 6' 5' 6' 10' 1 8' 7' 9' 2' 11' 2' 11' 7' 13' 5' 14' 0' 14' 0' 14' 0' W _______ #1 4' 11' 8' 2' 8' 5' 9' 7' 10' 0' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0- S P #2 4' 9' 8' 0' 8' 4' 9' 6' 9' to, 11' 3' It, 9' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' 11' 3' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' Cu U FL Stud 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' 11' 3' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 6' 6' 0' 6' 4' 7' 11' 8' 6' 10' 9' 11' 6' 12' 6' 13' 4' 14' 0' 14' 0' U <-., - #1 / #2 5' 5' 9' 2' 6' 10' 3' 11' 5' 0' 14' 0' 14' 0' 14' 0' _f_> - - i r #3 5' 2' 9' 1' 9' 6' 10' 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' ç_ U E Stud 5' 2' 9' 1' 9' 5' 10' 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 5' 2' 7' 10' 8' 4' 10' 6' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' > ± 5 P U FL #1 5' 8' 9' 4' 9' 8' 11' 0' 11' 5' 13' 1' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 3' 8' 3' 8' 10' 10' 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 3' 8' 3' 8' 10' 10' 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 4' 7' 9' 9' 9' 10' 5' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' e - S P F #1 / #2 5' 11' 10' 1' 6' 11' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 8 10' 0' 10' 4' 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 12 U - Stud 5' 8' 10' 0' 10' 4' 10' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' O -_______ Standard 5' 8' 9' 1' 9' 8' 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1 6' 3' 10' 3' 10' 8' 12' 1' 12' 7' 14' 0' -147--0' 14' 0' 14' 0' 14' 0' 14' 0' cS 5 P #2 5' 11' 10' 1' 1 10' 6' 11' 5' 14' 0' 114' 0' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 10' 7' 2' 10' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' U FL Stud 5' 10' 9' 7' 10' 2' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 8' 5' 0' 11' 3' 12' 0' 14' 0' 1 14' 0' 1 14' 0' 1 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades' Group At Spruce-Pine-Fir Hem-Fir *1 / *2 iStandard *2 1 Stud *3 1 *3 Standard Douglas Fir-Larch Southern Pinewww 113 *3 Stud Stud Standard Standard Group B' Hem-Fir *1 8. B'tr *1 Douglas Fir-Larch Southern Pinewew #1 *1 *2 *2 1x4 Braces shall be SRB (Stress-Rated Board). ewFor 1x4 So. Pine use only IndustriaL 55 or Industrial 45 Stress-Rated Boards. Group B values may be used with these grades. Gable Truss De±oil No'tes' Wind Load deflection criterion is L/240. Provide uplift connections for 60 plf over continuous bearing (5 psf IC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Connect diugon[ at midgoint of vertical web. Diagonal brace option vertical length may be doubled when diagonal brace is used. Connect diagonal brace for 355* at each end. Max web total length Is 14'. Vertical length shown In table above. LPIN AN 1Tw CC 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 '41Q510972024 Refer to chart above for max soVAM011. RIM AND FOLLOW ALL NOTES 13M THIS IRAVDEE soIWTAN1so FL8ISH THIS IINAVING TO ALL CONTRACTORS DCLLJDDKI THE INSTALLERS. Trusses require extreme care In fabricating, handling, shlppt'g, ho-tailing and bracing. Refer to and follow the latest edition of ECSI (Building Component Safety Information, by TPI and SECA) for safety practices prior to perforrWg these functions. Installers shall provide temporary bracing per BCSL lkitess noted otherwise, top chord shall have property attached structural .h.Qthing -bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing fr,s'talled per ECSI sections *3, *7 or *iø, as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Deta0s, unless noted otherwise. Refer to drawings 1606-Z for standard plate positions. Alpine. a division of !TV Building Components Group Inc. shalt not be recponsie for any deviation fromtide dra.fr,g. any faiiia-e to build the truss In conformance with A1451/'TPI I, or for handig, shipping, i,staliation I bracing of trusses. A seat on this tha.ig or cover page listing this ck'a.frg. bdicates acceptance of professional .ngbearisg responsI1ty solely for the design shoera The s*.dtobllty and use of tide *swfrig Par any e'truc'iore Is 'the reapon.Ilty of 'the dig Des',er per NI/1PI I S.c2. For more Information see this Job's general notes page and these web sites' ALPINE' www.alpk,eltw.conj TPI. eww.tpblst,orgj SECA. uww.sbcacomonents.comj ICC' www.lccsafe.org Attach L' braces with lOd (0.128'x3,0' mm) nails, E For (1) 'L' brace' space nails at 2' o.c. In 18' end zones and 4' ox. between zones. EFor (2) 'L' braces' space nails at 3' o.c. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Vertical Length No Splice Less than 4' O 1X4 or 2X3 Greater than 4' 0', but less than 11' 6' 21(4 Greater than 11' 6' 3X4 REF ASCE7-16-GABI1530 DATE 01/26/2018 DRWG A11530ENC160118 MAX. TOT. LD. 60 PSF MAX, SPACING 24.0' CLR Renfocing This detail is to be used when a Continuous Lateral. Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes This detail is only applicable for changing the specified CLR shown on single ply sealed designs to 1-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re-run design with appropriate reinforcement type. Use scabs instead of L- or T- reinforcement on webs with intersecting truss Joints, such as K-web Joints, that may interfere with proper application along the narrow face of the web. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60I0 Member S ub stit uti on T-Reinforcement or T-Reinf. L-Reinf'orcerien-t: or nf, Apply to either side of web narrow face Attach with lOd (0.128'x3.0',min) nails a minimum 80% of web member length. at 6' o.c. Reinforcing member T-Reinf. L-Reinf, Scab ReirWorcernerrt: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with lOd (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinf. 1-reinforcement, L-reinforcement, or scab reinf or be same species and grade or better than web member otherwise on Engineer's sealed design. T4 010 Center scab on wide face of web. App to ea face of web. No. C 72160 * IMDTNITse FtNISH THIS DRAWING TO ALL COTRAC1 DELUDING TIE INSTALLERS. TC LL PSF REF CLR Subsi. Trusses require extreme core In fabricating, handIng, shipping, installing and bracing. Refer to and followthe latest edition of DCSI (Butsing Component Safety Information, by IPX and SDCA) for safety practices prior to performing these foncUons. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt hove bracing Installed per BCSI sections B3. B7 or Bill, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings "'A-Z for standard plate positions. TC DL PSF B C DL PSF BC LL PSF DATE 01/02/19 I) R W G BR CL B S U BO 119 ALPINE Alpine, a division of 11W Building Components Group Inc.In shall not be responsible for any deviation from this drawing, any fail.re to btd the truss in conformance .4th ANSI/IPI I, or for handling, shipping, TOT. LD. PSF AN ITW COMPANY 155 Harle North Bul 10cr for installation & bracing of trusses. A seal on this drawing or cover page listing this drawing. Indicates acceptanc. of pr"°—-al erginewrV responoIdUtsotety for deiig DUR. FAC. _____________________________ SPACING Glenview For more information see this Job's general notes page and these web s ALPINO_wwwlpineltvcomj_TPI._www.tpinstorgi_SBCA_www.sbcacomponents.com_ICC. __erg Commentary: Camber may be built into trusses to compensate for the vertical deflection that results from the application of Loads, Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or Low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Def'1tion and Camber L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (inches) ------------------------------------------------------------------ Recommended Truss Deflection Limits Truss Type LLD. Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) In accordance with ANSI/IPI 1 the Building Designer) through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or Low-slope roofs subject to ponding Loads, The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable cile 6yr ' * slenderness ratio (L/D) may be control vibration IIii. The following tables are provided asj( g ideIboe71GlB' limiting deflection and estimating came Conditions o codes may exist that require exceed) these recommendations, or past experience &t aisj\qt more stringent limitations. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) ------------------------------------------------------------------------- Truss Type Recommended Camber Pitched Trusses 100 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) Notei The actual dead Load may be considerably less than the design dead load. seVAlD0s RE0W NID FMXWkCVft Iji THIS IIRAVIOG w5DFITNITU5 FURNISH THIS DRAVDG TU ALL C611RACTIS IWLUDDIG THE VWALLERZ REF DEFLEC/CAMB DATE 10/01/14 ALPINE Trusses require extreme care Infabricating, handling, shipping,installing and bracing. Refer to and follow the latest edition of ECSI (Building Component Safety Information, by WI and SOCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL IMless noted otherwise, *op chord shall have properly attached struct.a'al sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per PCSI sections 33. 37 or 310, as applicable. Apply plates to each Pace of truss and posItIon as shown above and on the Joint Details, w.lwws noted otherwise. Refer to drawings 160A-Z for standard plate posltlot DRWG DEFLCAMB1O14 Alpine, a dMslon of liv "ding Components Group Inc. shall not be responwible for any deviation from this -nolng, fat(a-e to build the truss in ANSI/IPI 1, or for handing. shippIng, AN ITW COMPANY 155 Harlem Ave any conformance with installation I bracing of trusses. A seal on this drawling or cover, page listing this drawling, Incat.s acceptance of professIonal shown, The saitobAlty and use of tide auIng North Building, 41h Floor 3t**ig Designer per ANSI/IPI I Sec2. Glenview, IL 60025 For more information see this Job's general notes page and these web sit", ALPINE. wwwaloineltw.coml WI. www.tpinstorgl SBCA www.sbcacomponentscomj ICC. v,wiccsafs org ASCE 7 -16: 120 Mph, 30' Mean Height Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stif'f'eners 120 mph, 30f't. Mean Hgt, ASCE 7-16) Enclosed, Exp C, or 100 mph, 30f t, Mean Hgt, ASCE 7-16, Enclosed, Exp D, or 100 mph, 30f't. Mean Hgt, ASCE 7-16, Part Enclosed, Exp C, Kzt = 1.00, Wind IC DL5.0 psf, Wind BC DL5.0 psf. Lateral chord bracing requirements Top' Continuous roof sheathing Boti Continuous ceiling diaphragm See Engineer's seated design referencing this detail for lumber, plates, and other information not shown on this detail. Nails' lOd box or gun (0.128'x3',mln) nails. H Less than 4'6' - no stud bracing required H Greater than 7'6' to 12'0' max' provide a 2x6 stiffback at mid-height and brace to roof diaphragm every 4'O' (see detail below or refer to DRWG A12030ENC160118). * Optional 2x L-reinforcement attached to stiffback with lOd box or gun (0.128' x 3', mm.) nails @ 6' o. c. H Greater than 4'6' to 7'6' in length provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0' (see detail below or refer to DRWG A12030ENC160118). 2X4 Blocking nailed to sheathing and Each truss (Typ) 2X4 DF-L #2 or better diagonal brace At each end for 560*, 2x6 *2 Stiffback \ attached to each Stud w/ (4) lOd box or gun (0123 oninuous Bearing AD dill) FILLOW ALL luTES Cli THIS DRAVDdB seIITNITse F11101=1 THIS IPAVD43 'TI] AU.. CCliTRACTS DCLUDIM) DC DC1ALLERS. REF GE WHALER Trusses require extreme core In fabricating, handlIng, sidpping. InstatIng and bracing. Refer to and folios the latest edition of BCSI (luRderg Component Safety Information, by TPI and SBCA) for safety M prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural sheatldng and batten chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shall have bracing installed per BCSI sections 33, 37 or Big, as applicable. Apply plates to each face of truss and position as shown above and on the Joint DetaIls, unless noted otherwIse. Refer to drawings l6OA-Z for standard plate positions, DATE 01/02/2018 DRWG GABRST16O11B ALPINE Alpine, a division of CIV ibilding Components Group IncIn shall not be responsible for any deviation from AN 1W COMPANY 155 Harlel North Boil loor tids drawing, any faIlure to build the truss in conformance with ANSLITPI 1, or for handing, shipping,MAX, installation & bracing of trusses. A seal on this thauing or cover page llstiog this draving, Indicates acceptance of p'—t enginewt4raIdUtsoldy for the design dc.ft The s*itabilty and use of this TOT. LD. 60 PSF MAX. SPACING Glenview, for more information see this Job's general notes page and these web st ALPINE wwanlpineltw.comj TPB www.tpinst.orgi SBCA, wwe.sbcacomponentscomj ICC'i anrg propriQ'te Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of apped plates to span the web. 2 *2X4 HHX8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-rl - Or - JErId_nail 'P Reinforcing Member Gable Truss To convert from 'V to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail>. Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. 'P reinforcing member material must match size, specie, and grade of the 'V reinforcing member. deb Length Increase w/ 'T' Brace Example. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP *3 'T' Reinforcing Member Size 2x4 'T' Brace Increase (From Above) = 30% = 1.30 Brace Length = 8' 7' Maximum '1' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Reinf, ' ' T Mbr. Size Increase 2x4 30X 2x6 20X Gci.be De±cd Let-In Verticals Truss Plate Sizes rrovuae connec.c,ons Tar upui spc.rueu on tne, engineered truss design. Attach each 'T' reinforcing member with End Driven Nails' lOd Common (0 .148'x 3,',min) Nails at 4' o,c, plus (4) naiLs in the top and bottom chords. Toenailed Nails' lOd Common (0,148'x3',min) Toenails at 4' o.c. plus (4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13 14, A12015051014, A11015051014, A10015051014, A14015051014, 2030051014, A11030051014, A10030051014, A14030051014 16 Gable Detail Drawings 15ENC100118, A14015ENC100118, A16015ENC100118, 18015ENC100 ENC100118, A20015END100118, A20015PED100118, OEM 100118, A1403OENC100118, A16030ENC100118, ENC100118, A ENC100118, A20030END100119, A20030PED100118, 15 is, Si NC100118, S14015ENC100118, S16015ENC100118, OiI&lM18, S 001 NC100118, 520015END100118, 520015PED100118, S11530ENC100118, 20 NC100118, S14030ENC100118, 516030ENC100118, * 518030ENC100118, 0ENC100118, S20030END100118, S2003OPED100118 detail for maximum unreinforced gable vertical length. OF NOWARN]INGINE READ AND '(1 ON 1505 DRAVINGI seDFTNlrse FURNISH THIS 1AVING TO ALL CONTRACTORS INCLUDUG THE INSTALLERS. Trusses require extreme care In fabbating, handW.g, sh.phg, Installing and bracing. Refer to and follow the latest edition of BCSI cButdng Component Safety Information, by WI and SECA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL A Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chos Shall have a properly attached rigid coking. Locations shown for permanent lateral restraint of web. Shall have bracing Installed per DCSI sections B3. 57 or 510, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation fri this á'awing, any failure to build the truss In conformance with ANSI/IPI I, or for handling, shippIng, AN ITW COMPANY Installation I bracing of trusses. A seal on this *awfrig or cover p= IktIng this drawing, Incatea acceptanc, of professional 155 Harlem Aoe - shown. The s.átab0tty and use of this a-awIng North Building, 4th Floor of the B.Aig Designer per NISI/TPI I Sec2. Glenoiew, IL 60025 For more Information see this Job's general notes page and these web sites, ALPINE. w.e.ali*.elte.conj TPI. www.tphist.orgl SBCA. www.sbcacomponents.coeu ICC' wwwJccsafe.org MAX. TOT. LB 60 PSF IDUR. FAC. ANY I MAX. SPACING 24,0' REF LET-IN VERT DATE 01/02/2018 DRVG GBLLETIN0118 For