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HomeMy WebLinkAbout2040 BASSWOOD AVE; ; CBR2024-2292; PermitPrint Date: 06/09/2025 Building Permit Finaled Residential Permit CBR2024-2292Permit No: Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2040 BASSWOOD AVE, CARLSBAD, CA 92008-1110 BLDG-Residential 1671304100 $49,357.05 Work Class: Lot #: Project #: Addition Status: Applied: Issued: 08/27/2024 11/12/2024 Finaled Close Out:06/09/2025 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:02/24/2025Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:Alvarado, Tony Melby, Paul Kersch, Tim BICKLEY: NEW (235 SF) PRIMARY BATHROOM ADDITION TO EXISTING RESIDENCE (E-REVIEW)Description: Project Title: Applicant: JIMMY ROSARIO 1215 ELKELTON BLVD SPRING VALLEY, CA 91977-3756 Property Owner: BICKLEY LIVING TRUST 07-05-11 2040 BASSWOOD AVE CARLSBAD, CA 92008 Contractor: MASTER TOUCH CONSTRUCTION INC 982 EL PAJODO PL VISTA, CA 92084-7036 (619) 843-9090 AMOUNTFEE BUILDING PLAN CHECK $864.50 BUILDING PLAN REVIEW – MINOR PROJECTS (LDE)$204.00 BUILDING PLAN REVIEW – MINOR PROJECTS (PLN)$107.00 SB1473 – GREEN BUILDING STATE STANDARDS FEE $2.00 SFD & DUPLEXES $1,374.00 STRONG MOTION – RESIDENTIAL (SMIP)$6.42 SWPPP INSPECTION TIER 1 - Medium BLDG $292.00 SWPPP PLAN REVIEW TIER 1 - Medium $85.00 Total Fees:$2,934.92 Total Payments To Date:$2,934.92 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. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 442-339-2719 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date Job Address Unit: APN: CT/Project #: Lot #: Year Built: BRIEF DESCRIPTION OF WORK: PROPERTY OWNER Name: Address: State: Zip: City: State: Zip: Phone: APPLICANT (PRIMARY CONTACT) Name: Address: City: Phone: Email: Email: DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Business Name: Address: City: State: Zip: Phone: Email: Architect State License: Address: City: State: Zip: Phone: Email: CSLB License #: Class: Carlsbad Business License # (Required): APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): DATE: 1635 Faraday Ave Carlsbad, CA 92008 SIGN: Ph: 442-339-2719 Email: Building@carlsbadca.gov 1 REV. 04/22 New SF : Living SF, _ Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many? _________ Solar: KW, Modules, Mounted: Roof Ground, Tilt: Y N, RMA: Y N, Battery: Y N, Panel Upgrade: Y N Other: Additional Gas or Electrical Features? Pool/Spa: SF Is the area a conversion or change of use? Y N Remodel: SF of affected area Electric Meter number: _____________________________ CBR2024-2292 31,725 10/30/24 2040 Basswood Ave 167-130-41-00 CBR2024-2292 1965 Build new 235sf Primary Bath addition to existing 1-story single family residence X 235 Jimmy Rosario Chad Bickley 1215 Elkelton Blvd 2040 Basswood Ave Spring Valley CA 91977 Carlsbad CA 92008 619-972-6948 484-375-5614 jrdraftingdesign@yahoo.com cbickley@skylinechurch.org Jimmy Rosario Mike Freda c/o Master Touch Construction 1215 Elkelton Blvd 982 El Pajodo Pl Spring Valley CA 91977 Vista CA 92084 619-972-6948 619-843-9090 jrdraftingdesign@yahoo.com mfreda@mastertouchconstruction.com n/a (architectural designer)953596 B 31356 10/30/2024Jimmy Rosario □ □ □ □ ( City of Carlsbad 0 0 0 0 00 00 00     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 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): I 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. Policy No. -OR- I 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: -OR- 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 subject 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: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city’s approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGNATURE: DATE: Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor’s License Law for the following reason: 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). -OR- I, 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). -OR- I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 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. I 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.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city’s approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. 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 Email: Building@carlsbadca.gov 2 REV. 04/22 -OR - CBR2024-2292 State Compensation Insurance Fund 9011711 4/27/2025 Mike Freda 10/30/2024 □ Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2024-2292) BLDG-Residential 08/27/2024Application Date:Permit Type:Owner:TRUST BICKLEY LIVING TRUST 07-05-11 Addition 11/12/2024Work Class:Issue Date:Subdivision:FALCON HILL UNIT # 2 07/02/2025Expiration Date:Status: IVR Number: 58516 Closed - Finaled 2040 BASSWOOD AVE CARLSBAD, CA 92008-1110 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 11/13/2024 11/13/2024 BLDG-21 Underground/Underflo or Plumbing 267809-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Underground plumbing, underwater 10 foot high head pressure pipe connections leak test – OK. Yes BLDG-SW-Inspection 267954-2024 Partial Pass Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes 11/14/2024 11/14/2024 BLDG-11 Foundation/Ftg/Piers (Rebar) 267998-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency November 14, 2024: 1. Steel rebar reinforcement and foundation slab steel reinforcement for engineer, plans and detail specifications – approved. Yes BLDG-12 Steel/Bond Beam 268048-2024 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency November 14, 2024: 1. Steel rebar reinforcement and foundation slab steel reinforcement for engineer, plans and detail specifications – approved. Yes Monday, June 9, 2025 Page 1 of 3 {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2024-2292) BLDG-Residential 08/27/2024Application Date:Permit Type:Owner:TRUST BICKLEY LIVING TRUST 07-05-11 Addition 11/12/2024Work Class:Issue Date:Subdivision:FALCON HILL UNIT # 2 07/02/2025Expiration Date:Status: IVR Number: 58516 Closed - Finaled 2040 BASSWOOD AVE CARLSBAD, CA 92008-1110 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date BLDG-SW-Inspection 268047-2024 Partial Pass Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes 12/26/2024 BLDG-18 Exterior Lath/Drywall 271909-2024 Failed Paul Melby Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency CHANGE TO EXT. SHEAR: Provide Roof Sheathing Approval; Provide blocking & BN & 16d @ 4"o.c. per detail #7; Provide A34 per detail 6/S3.0; everything else OK No 12/30/2024 12/30/2024 BLDG-18 Exterior Lath/Drywall 272042-2024 Passed Paul Melby Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency CHANGE TO EXT. SHEAR: Provide Roof Sheathing Approval; Provide blocking & BN & 16d @ 4"o.c. per detail #7; Provide A34 per detail 6/S3.0; everything else OK No BLDG-84 Rough Combo(14,24,34,44) 272041-2024 Passed Paul Melby Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-14 Frame-Steel-Bolting-Welding (Decks) No BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 Rough-Ducts-Dampers No 01/02/2025 01/02/2025 BLDG-16 Insulation 272171-2024 Passed Paul Melby Complete Monday, June 9, 2025 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBR2024-2292) BLDG-Residential 08/27/2024Application Date:Permit Type:Owner:TRUST BICKLEY LIVING TRUST 07-05-11 Addition 11/12/2024Work Class:Issue Date:Subdivision:FALCON HILL UNIT # 2 07/02/2025Expiration Date:Status: IVR Number: 58516 Closed - Finaled 2040 BASSWOOD AVE CARLSBAD, CA 92008-1110 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency No 01/03/2025 01/03/2025 BLDG-17 Interior Lath/Drywall 272385-2025 Passed Paul Melby Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 02/21/2025 02/21/2025 BLDG-Final Inspection 276616-2025 Cancelled Paul Melby Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 02/24/2025 02/24/2025 BLDG-Final Inspection 276907-2025 Passed Tim Kersch Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Monday, June 9, 2025 Page 3 of 3 True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 Transmittal Letter October 17, 2024 City of Carlsbad SECOND REVIEW Community Development Department - Building Division City Permit No: CBR2024-2292 1635 Faraday Ave. True North No.: 24-018-877 Carlsbad, CA 92008 Plan Review: Residential Addition Address: 2040 Basswood Ave, Carlsbad CA Applicant Name: Jimmy Rosario Applicant Email: jrdraftingdesign@yahoo.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated October 16, 2024, by J R Drafting & Design. 2. Structural Calculations: Electronic copy dated October 16, 2024, by Prentice Engineering. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Selena Saleh - Plan Review Engineer Quality Review By: Ali Al-Murshid - Plan Review Engineer .JTrue North ~ COMPLI ANCE SERV ICES Residential Addition City of Carlsbad– SECOND REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 17, 2024 True North No.: 24-018-877 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: N/A Type of Construction: V-B Sprinklers: No Stories: 1-Story Area of Work (sq. ft.): 235 sq. ft. ARCHITECTURAL COMMENTS: No Comments. Residential Addition City of Carlsbad– SECOND REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 17, 2024 True North No.: 24-018-877 Page 3 MEP, AND GREEN COMMENTS: No Comments. ENERGY COMPLIANCE COMMENTS: T1. Sheet E-1: Revise plan to show at least one luminaire in the bathroom, and walk-in closet to be controlled by a vacancy sensor. CEnergyC 150.0(k)2(E). PC2: vacancy sensor can not be replaced by manual-on occupant sensor as it should automaticly turn the light on and off if motion is dedicted in bathroom /walk-in closet, kindly provide at least one vacancy sensor in these places. STRUCTURAL COMMENTS: Note: kindly provide thee structural calcs on a separate package on the next submittal. General: S1. Per city form B64, a soils report is required for all additions. Since the addition is less than 750 sq ft, the following shall be addressed on plans to avoid providing soils report. a) Design shall be based on CBC Table 1806.2 Material Class 5 and using a maximum 1,500 psf bearing capacity and 100 psf passive resistance. When exposed to sulfates, structural concrete should be based on a soluble sulfate exposure severity classification of “Severe” in accordance with ACI-318, Table 4.3.1, and consist of 4500 psi, water/cement ratio of 0.45, and Type V cement for all concrete in contact with soil. PC2: according to ACI-318, Table 4.3.1 the concrete compressive strength should be 4500 psi, water/cement ratio of 0.45, and Type V cement for all concrete in contact with soil. Henc please revise the concrete strength on notes and calcs to be 4500 psi instead of 2500 psi. b) Doweling of the new foundation and slabs into existing foundation and slabs to resist the movements of expansive soil is required. Dowels shall be a minimum of six (6) inches into the existing concrete and a minimum of 24 inches into the new concrete with number three (3) bars at 18 inches on center, each way. PC2: Kindly specify the dowels to be #3 bars at 16 inches on center each way. Plans: S2. Sheet SS1: 4500 PSI J Residential Addition City of Carlsbad– SECOND REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 17, 2024 True North No.: 24-018-877 Page 4 a) Please revise the seismic design data to comply with the ASCE 7-16 website. Please update the plans and structural calculations as well. PC2: per ASCE 7-16 website (SDS) is equal to 0.817. please revise that on design notes and update the calcs accordingly. S3. Sheet S2-0: the roof plan specifies the new roof system to be Trusses. Please provide the new manufactured trusses package. Truss plans shall be submitted to the engineer of record for the overall building for review prior to submittal to the Building Division. The engineer of record shall provide a note on the truss plans or a shop drawing approval stamp stating that the truss plans are in general conformance with the design of the building. The plans submitted to the Building Division shall contain no red line revisions or corrections to the truss package. CRC R106.1 PC2: Kindly note on the cover sheet that the truss system will be a deferred submittal, otherwise please provide a complete truss package (drawings, notes and details) to be reviewed. Structural Calculations: If you have any questions regarding the above comments, please contact Ali Al-Murshid via email alia@tncservices.com or telephone (562) 733-8030. [END] L\TC Hazards by Location seareh by Address Q search Coordinates 33 1673843 117 3796483 "'1f \\ nd * Snow " • ..l Tornado Reference Document ASCE7-16 Risk Category Site Crass 0 -Default ~--B_P_n_n1_1n_e_se_re_s_un_s_~I J~ __ !'l_sa_v_e_tn_ese_re_su_11_,_~ Basic Parameters Name Value Description Ss 1.022 MCER ground motion (peri0d=0.2s) s, 0.372 MCER ground motion (period=1.0s) SMs 1.226 Site-modified spectral acceleration value SM1 *null Site-mOdified spectral acceleration value 5os 0.817 Numeric seismic design value at 0.2s SA S01 *null Numeric seismic design value at 1.0s SA • See SectiOn 11.4.8 True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 Transmittal Letter October 2, 2024 City of Carlsbad FIRST REVIEW Community Development Department - Building Division City Permit No: CBR2024-2292 1635 Faraday Ave. True North No.: 24-018-877 Carlsbad, CA 92008 Plan Review: Residential Addition Address: 2040 Basswood Ave, Carlsbad CA Applicant Name: Jimmy Rosario Applicant Email: jrdraftingdesign@yahoo.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated August 22, 2024, by J R Drafting & Design. 2. Structural Calculations: Electronic copy dated August 8, 2024, by Prentice Engineering. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Qamar Aloqaily - Plan Review Engineer Quality Review By: Alaa Atassi - Plan Review Engineer True orth '/. COMPLIANCE SERVICES Residential Addition City of Carlsbad– FIRST REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 2, 2024 True North No.: 24-018-877 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Qamar Aloqaily via email qamara@tncservices.com or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: N/A Type of Construction: V-B Sprinklers: No Stories: 1-Story Area of Work (sq. ft.): 235 sq. ft. ARCHITECTURAL COMMENTS: A1. On the cover sheet: sheet BMP-1 appears to be missing from plans. please revise to provide with the full plan set at the next resubmittal Residential Addition City of Carlsbad– FIRST REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 2, 2024 True North No.: 24-018-877 Page 3 A2. Sheet A-3: please revise and update the new attic ventilation requirements to provide a net-free cross ventilation area not less than 1/150 of the area of the new addition, and not 1/300 of the area. Provide the updated calculations on plans to show compliance with CRC R317.1.6. MECHANICAL COMMENTS: M1. Show the location of the new bathroom exhaust duct termination. Air ducts shall exhaust 3’-0” from openings into the building. CMC 504.5. ELECTRICAL COMMENTS: E1. Sheet E-1: a) Provide a GFCI, waterproof, and tamper resistant receptacle outlet at the rear of the new building addition per CEC 210.8, 406.9(B), 406.12, and 210.52(E). a) Please provide GFCI receptacle outlets within 3 feet of the sink basin’s edge per CEC 210.52(D) and 210.8. in the new bathroom addition. PLUMBING COMMENTS: P1. Sheet A-2: a) At showers, address the following: Show the location of the shower head and control valves. Controls for the showerhead shall be located on the sidewall of the shower compartment so that the showerhead does not discharge directly at the entrance to the compartment per CPC 408.9. b) Note on plan the following water-conserving plumbing fixtures: i) Water closet to be 1.28 gallons per flush maximum or dual flush per CPC 411.2. ii) Lavatory faucet to be 1.2 gallons per minute, maximum, per CPC 407.2.1.2. iii) Showerheads to be 1.8 gallons per minute, maximum, per CPC 408.2. GREEN BUILDING COMMENTS: G1. CALGreen mandatory measures are required for residential projects that increases the conditioned space per CGBC 301.1.1. a) Incorporate mandatory measures specified in Chapter 4 of the 2022 CGBC onto the plan set or download the mandatory checklist from the following link: https://aiacalifornia.org/learn-grow- practice/practices/calgreen-checklists/ ATTIC VENTILATION ATTIC VENT CALCULATION: (AT NEW 'NORK. ONLY) ROOF AREA (50. IN.)• 33,792 50. lN. VENTILATION REQUIRE~ = I 13 SQ. IN. VENTILATION PROVIDED = 144 50. JN. (2) FIELD TILE VENTS AT 72.00 50. IN. EACH = 144 50. IN. FIELD TILE VENTS BY "OHAGIN'S, INC.", "TAPERED LOW-PROFILE VENT" MODEL {OR EQUIVALENT). WWW.0HAGINVENT.C0M. ICC REPORT No. E5R-9G50A LOCATE VENTS TO PROVIDE ADEQUATE CROSS VENTILATION Residential Addition City of Carlsbad– FIRST REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 2, 2024 True North No.: 24-018-877 Page 4 b) Please complete the CALGreen mandatory measures by identifying the items applicable to this project. ENERGY COMPLIANCE COMMENTS: T1. Sheet E-1: Revise plan to show at least one luminaire in the bathroom, and walk-in closet to be controlled by a vacancy sensor. CEnergyC 150.0(k)2(E) (see example below): T2. Please revise the energy report to include the full new conditioned space to be 253 sq.ft per the plans’ scope of work STRUCTURAL COMMENTS: General: S1. Per city form B64, a soils report is required for all additions. Since the addition is less than 750 sq ft, the following shall be addressed on plans to avoid providing soils report. a) Depth of foundation below natural grade shall not be less than 24 inches for foundation. b) Exterior walls and interior bearing walls shall be supported on continuous foundations. (Interior bearing walls on raised floor systems require a continuous footing. c) Foundation construction shall be reinforced with at least four #5 reinforcing bars. Two bars shall be placed within four (4) inches of the bottom of a cleaned foundation footing and two bars shall be within four (4) inches of the top of the foundation. d) Slab construction shall be a minimum five (5) inches thick, reinforced with #4 bars at eighteen (18) inches on center each way, over two (2) inches of sand over a minimum ten (10) ml. poly- ethylene vapor barrier and two (2) inches of sand over the barrier. =-<--.c....-=-~ = 7- -7 I ATTIC I ' I . ,=~ @ I I I I L _ _J _ll ~---~= - vs GENERAL INFORMATION 01 Pro,ectName Bkldey RHklence 02 RunTltl• Tlti.24Anatysls 03 Proiect Loatlon 2040 Basswood Avtnue .. CJty ca,,tsbad ( 06 Zfpcode 92008 ( 08 Olm~eZDne 7 ( 10 Bulldln& Type Singlefamiy , 12 Prl>ject Scope Newly Constructed Addition ' 14 \,A,lof;tlon Cond. -A,u irt') ID'l l., , 16 Existin1 Cond. Floor Are.I (ft") ,.,, ' 18 Total Cond. Floor ArH (ft'2) 1966 ' 20 ADU Bedroom Count n/• : 22 F!Jd Type NaturalP5, : Residential Addition City of Carlsbad– FIRST REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 2, 2024 True North No.: 24-018-877 Page 5 e) Isolated footings shall be tied with a grade beam. f) Design shall be based on CBC Table 1806.2 Material Class 5 and using a maximum 1,500 psf bearing capacity and 100 psf passive resistance. When exposed to sulfates, structural concrete should be based on a soluble sulfate exposure severity classification of “Severe” in accordance with ACI-318, Table 4.3.1, and consist of 4500 psi, water/cement ratio of 0.45, and Type V cement for all concrete in contact with soil. g) Doweling of the new foundation and slabs into existing foundation and slabs to resist the movements of expansive soil is required. Dowels shall be a minimum of six (6) inches into the existing concrete and a minimum of 24 inches into the new concrete with number three (3) bars at 18 inches on center, each way. Plans: S2. Sheet SS1: a) Please revise the seismic design data to comply with the ASCE 7-16 website. Please update the plans and structural calculations as well. b) Please revise the code reference to comply with the ASCE 7-16 as the ASCE 7-22 is not adapted by the 2022 CBC yet. L\TC Hazards by Location Search by Address Q Search C oon:lina1es 33 1613813 111 3:?96483 ~ \\r,d * r"' "." ln,l Reference Document ASCE7-16 Risk Category Sile Class 0 -Defautt ~--Q_P_n_n1_1h_e_se_,_•s_utt_s __ l LI ___ s_av_e_lhese __ ,es_utt_s_~ Basic Parameters N.1me Value Description Ss 1.022 MCER ground motion (period=0.2s) s, 0.372 MCER ground motion (period=1.0s) SMS 1.226 S1te-modlfieo spectral acceleratiOn value SM1 • null Site.modl1'iecl spectral acceleration value Sos 0.817 Numeric seismic design value at 0.2s SA So1 ·null Numenc seismic design value at 1.0s SA • See Section 11 4 8 DESIGN NOTES DESIGN CODE, 2022 CBC WIND DESIGN LOADS BASIC WIND SPEED,~MPH WIND RISK CATEGORY, II WIND EXPOSURE, J2._ SEISMIC DL ROOF, _2_1_ FLOOR, ...l..L_ DECKS, LL 20 PSF ...1Q__ ~ SEISMIC USE GROUP,.JL SEISMIC DESIGN CATEGORY, 5 05, 0.97 u_ BASIC FORCE RESISTING SYSTEM, So,,....filL_ SITECLASS, _Q_ IMPORTANCE FACTOR, .L.Q WOOD SHEARWALL (R-G.5) ~TERALFORCEPROCEDURE Residential Addition City of Carlsbad– FIRST REVIEW 2040 Basswood Ave City Permit No.: CBR2024-2292 October 2, 2024 True North No.: 24-018-877 Page 6 S3. Sheet S1-0: Please revise the cross-referenced details 1 & 4 on sheet S3.03 to Please provide alternative and update the set type as the Simpson Set XP is no longer available or used. S4. Sheet S2-0: the roof plan specifies the new roof system to be Trusses. Please provide the new manufactured trusses package. Truss plans shall be submitted to the engineer of record for the overall building for review prior to submittal to the Building Division. The engineer of record shall provide a note on the truss plans or a shop drawing approval stamp stating that the truss plans are in general conformance with the design of the building. The plans submitted to the Building Division shall contain no red line revisions or corrections to the truss package. CRC R106.1 Structural Calculations: S5. Structural calculations page 5 of 10: please revise the code references to comply with the ASCE 7-16 and the 2022 CBC. S6. Structural calculations page 6 of 10: please revise the code reference to comply with the ASCE 7-16 as the ASCE 7-22 is not adapted by the 2022 CBC. If you have any questions regarding the above comments, please contact Qamar Aloqaily via email qamara@tncservices.com or telephone (562) 733-8030. [END] 2-#4 HB I __::_::.::_-=::--F==::;p::;;:::===:.,laa--lE_,lrEITEfT,.. --~ ,Jb!m!!!~JI' 1:-3 2-#4 HB Z-#4 DOW!'LS HB ~ NO INSPECTION REO'D ____ ____,_(C_, --------+-----"t- WlNDDESIG • INPUT DATA , Risk Category (Tible U-1) E)(J)oture Category (B, c or D) Buie wind speed (J<Jg. 2u-11 Topographic factor (Fig. 2U-1, pg 2!2) Building height lo • ..,e . Suildlng h8ight to ridge Roof Pitch Lea1t Horizontal Dimension October 11, 2024 True North c/o City of Carlsbad / Community Development – Building Division 1635 Faraday Avenue Carlsbad, CA 92008 Attn: Qamar Aloqaily RE: BICKLEY RESIDENCE / 2419 True North Number: 24-018-877 Project Number: CBR2024-2292 The following is a response list to the Plan Review Comments for the Bickley Residence. Plan Review Comments dated 10/02/24. The revisions were made to the original set of construction documents and were printed for your review. The revisions are designated with a Delta 1 revision triangle and dated 10/02/24. ARCHITECTURAL COMMENTS A1 Sheet “BMP-1” was listed on the Sheet Index in error. Refer to “SHEET INDEX” on sheet TS-1. Sheet “BMP-1” was removed from the Sheet Index. A2 I feel this correction item does not apply. Section “CRC R317.1.6”, as noted in your comment, references ventilation requirements at deck framing and/or other enclosed spaces. CRC Section R806.1 & R806.2 is the building code section the references ventilation requirements at attics and roofs. Refer to sheet A-3, “ROOF NOTES”, Note “10”. MECHANICAL COMMENTS M1 Refer to sheet E-1. A note was added at the (2) exhaust fan locations. Also, refer to “M/E/P NOTES”, Note “Q” and “NUMBERED NOTES”, Note #3, for duct termination requirements. ELECTRICAL COMMENTS E1.a Refer to sheet E-1. A GFCI, waterproof & tamper resistant outlet was added at the north side of the proposed addition. E1.b Refer to sheet E-1. A GFCI outlet was added adjacent to each of the sink basin’s edge. J l n I Dn4mNG I & DEsmN PLUMBING COMMENTS P1.a Refer to sheet A-2. The shower head was added at the primary bath shower enclosure. P1.b Refer to sheet TS-1, “CALGREEN NOTES”, Note “B”, for plumbing fixture flow rate requirements. GREEN BUILDING COMMENTS G1.a Refer to sheet CG-1 and CG-2. CALGreen Mandatory Measures sheets were added to the plan set. G1.b Refer to sheet CG-1 and CG-2. CALGreen Mandatory Measures sheets were added to the plan set. ENERGY COMPLIANCE COMMENTS T1 Refer to sheet E-1. An occupant sensor switch was added to the lights over the vanity and the lights in the walk-in closet. T2 Refer to sheet T0-1. The revised energy report shows the correct square footage. STRUCTURAL COMMENTS S1 Refer to response from structural engineer, attached. S2 Refer to response from structural engineer, attached. S3 Refer to response from structural engineer, attached. S4 Refer to response from structural engineer, attached. S5 Refer to response from structural engineer, attached. S6 Refer to response from structural engineer, attached. Should you need any additional information or clarification on any matter, please do not hesitate to contact me at (619) 972-6948. Sincerely, Jimmy Rosario J R Drafting & Design jrdraftingdesign@yahoo.com 619-972-6948 10/11/2024 09:02AM 18585920247 Prentice Engineering PAGE 01/12 •• B1-=:~ ~'i> {Tl~ Residential Addition 2040 Basswood Ave +-24--{ ~";>. City Ortarlsba<I-FIRST REVIEW. · City Perniit No,: CBR2024•2292 • O~tober l, :?024 • True North No.: 24-018-$77 • • • • • • Page4 b) •. P1~8$e complete the CAL~eeri mandatory meas~$ by identifying the itelllS applicable·. to this •• project. ·. • .• • •• .. , •• • .. •. ·•··.· • .. • . • .. •• •.. . .. '· ·• .. · .•. ••.· .· •.· • •· .. > •• •. . ,• '' ' ', ' ' ' ' ' ' ,, ' ' ' •• • ENER!ll:: GQMPLIANCJt COI\JMJtNIS: Tl. WAYNE ••• ' ' ', ' • ••• STRUCTURAL COMMENTS: • ' ''' .', ,' ',, ·.··, ' ' ·,· '' ·,· ' .:· ', ,, •. ': .·' '' '·, ' : ' ,· ... ,''' ,, ' ', :' ' ,,' ,'.,,, ', ' ' f'er city f<,rm BM, a soils report is required for all alMitions. Since the additiori isless than 750 sq ft, the • • f<;il19wing shall b~ addresS~d on plans to avoid.providing soils report. • a)· Depth of foundation below nat.ural grade shall notbe less than 24 inches for foundadon. '5,fii.£.Oli-T• 4/2;1-D b) Exterior walls and h;tfrior bearing walls sha,11 bt1 supported on 9ontinuous foundations. (Interior bearing walls on r4ised floor systems rtquire a continuous footing. f.f!-fl.A,iV c) ••• •. Foundati~nconstruction shall be reinforced with at lea;tfow#5 reinforci~ bars. Twohars shall ·. • beplac~d within fom(4) 1n~.hes of the bottom o(a clea:µed fo)Jlldation fo.91 ing and two ba.rs shall • be within fotJr ( 4) inches of the top of the found/ltion. 5ll Pi.. l• . 2./-:,) "· o . • . • . • 4) • •. Sia\;> constructfon $hall.be a 111inimwn five (5) i11ch~s thick, reillforced with #4 bars auighteei:i (18) inches. on center each way, over hvo (2) i11ch~s of.sand o.ver a minimum ten (10) ml. poly-.. •· ... •. • • ethylene vapor barrier and two (2) inches of sand e>ver the barrier: . f)µ • ,_,Ji, ·'/71-·· / iPN .. • "o .t "0 •• 10/11/2024 09:02AM 18585920247 Prentice Engineeri~g PAGE 02/12 Residential Addition • 2040 Basswood Ave Octobet i, 2024 • : ,' ' • City of Carlsbad-FIRST .REVIEW • City Pertuit No.: CBR2024-2292 .. ·•rrueNprth No:: 24-0.18'.877 •. Pats.e 5 ' .,· .. :, ,· ·,, .·:, ',' ,: ''' ·.: '.', .• ,.· ·, ,'' ,' ',,··' ' ,' ' '·',,', ' . • e) •• • Iso!at!ild footings ~hall be tied with a grade beam: NA [!l7. Design shall be based on CBC 'l'ablel 806.2 Material Class 5 and using a maximum 1,500 psf • bearing capacity and 100 psf passive resistance. When eX,posed to sulfates, structural concrete .. · •··. •· should b~hased on a soluhle sulfate exposw·e severity classification of"S(Were" in accordance • f'ltl!M.: withACI:318, Table 4.3.1, and.c(}nsist (}f 4500 psi, water/ceme(lt ratio ofQ.45, and Type V .. ceme,:rt for all concrete in contact with soil. Sa q+L c • Ptv ✓ ( • . Doweling of the new foundation and slabs into existing foundationand slabs to resist.tlie • • movement$ of expansive soil is required. Dowe.ls shall be a n:iinimum of six (6) inches into. the. • existing concrete and a minimum of24 inches into J:l;l~ new C(jrtcrete With number three (3) bars at l8inchesoncenter,ea9h:way. ·.st£,.. i::i~:w • .\L-l>> 1,3 *4 •.,:;rJ S3~o ... • ... ·.· . • ... ' ' '', '' ' ', ', ' '' '· ' ' : ' RON -Sheet SSl: a) Ple~se revise the sl)ismic design data to comply with the ASCE 7-16 website. Please update the • plans "\lltl structµral calculatiol'.ls as well. • • • • • • • • • • •• 5e:-/>ut& A#;> cA·LCS ~. • • /¼'l'.!'f'"',.J • •"TV.· ;,4-\;d,.; 7~ 1 (p .. (\t10'•;~~·,o/i'.'i:~··~i<Pii(;&;-~_~;~~~:,~1i;,1~~,1Hl~1Ji!~~.1¼.l'l~ii:-i'~~iri~i~~r,11A~·,,;1i1 :· :OTC .Hataro,~y'Local.ton < "" n t,~ ,I< 'r ~1~-~•ri:1j' --~· It' ,\' , ' 1 , 111 .,,1 , ' , ,1 . . r-·,'. ~ ~~~c!~~•~11, • .. :~1 ,;'.:;:f ~.';::::[i~~tt!::' : • : ~Ml 'r (l(lil • : ~~111~~pecir~~\1;lo ¥4111.f.11 • • l4'>i:,:;: .. \.if!f·?X)#ci:~.~{~:+.~;~.~~i~f~r?:f~:/0··:·..',: .,,:. Si,\, •.•~ 'N\f(M.00,~1=.',l'l;J/iltl~~~IJ\1.!;l:!ll);A -~!!:1(1~~11,,$,.11 ' ' ''' Please r1Wise theCode reference to comply with the ASCE}-16 as theA$CE7-22is not adapted. PY the 2022 CBC yet. • • • ·. . . . . DESIGN NOTES •· .. fr:i4. f;«-SS'! ' ' ' ' ' ' ' ' ' l)t;31r::;N· LQADB • [JF-iftS(~ ... · . a ... •JI< .• .· . F'--QOF, ..i.!.._ go r.:;r .. ,FLOOR;!..lL ...d.Q;_ • .~t1bM1C :• • • ... • • : .• • p,acK.5, .·,o .~F.1.5fyll~-l,J!;E 9'fl;,l!Jf1_jl_ . , ,' , , , . . , . , , :?;!:i::.l!Mt~ D}=$113N, ~AT~~O~,= iL 0£;1A,~tC ft'.,)f::Ce !-tt$LST!Nd $'!'$i't~l: ~g~: ~ · . • • illlPD t~CA'!&A\b II\•§ Lil .• • . . ·. ,, '?!T~?:'.lA!55_: -JL, , .• , ~.. , , , Tt;.R~l f'Q!ittl':'. ,f'P..Or,;EDU~i !M,f.0,PsTI-\NC~rACTO!\'+Jj ·-~ , , ··, , . . . 10/11/2024 09:02AM 18585920247 Prentice Engineering PAGE 03/12 Residential Addition 2040 81\SSWOOd Ave . October 2, 20.24 ' ' ' ', . City of Carlsbad-FIRST REVIEW <::ity Pennit No.: CBR2024-2292 • True North No.: 24•018"877 •• • •• • Pag/6 .RON .• ' ' ' -"·"·•·""-·""·""'-··-·-·--···-····· -••·--·• "'-~~· ' ' ',' ' '' '' ' ' ,, ' • . ·RoN· •• Sheet S1-0: the roofplan specifies tbe new mof system to be Trusses. Please pro~idethe new manufact~d • j:russes package Truss plans shaH be submitted to the engineer of record for the overaU\milding for review. • RON • prior to sub~ittal \othe Bljilding Diyision. The ~ngineer of record shall provide ·11 note on. the truss plans • • or a shop drawing approval stamp stating that the truss plans are in general confom1arice with the desig1\ of the building. The plans submitted to the Building D!vlsion shall contain no red Hne revisions otcomctions. . i, toth~µ-u$Spackage.CRCR106.J. S~ .'Sz~o. ,. F,;,,¢.. "7'.R-U:SS <...,4-,y,:t,v:,-: l'fr.l,ti {V!,.V-t/L"':' . ~ 'Tl!I,,,,, I , Structural Calculatfotis • > . . • ·. . . •• • •. · ·• . ••. •. • ' ... · • . •. • • > < . • . •.· ·• . . . . ·, . . . ·• • • • Structuta.1 calculations page 5 of 10: please revise the code references to comply with the ASC\:! 7-.16 and • tjie 2022 CBC. • • • • • •• • 5££ ~r/lsl,t, r::A:U: .• Sfl-"r. £-. "2..,c RON.fll Structural calculations page 6 of I 0; please revise the code reference to coinply with the ASCE 7 • 16 as the .. • ASCE 7 ~22 is not adapted by the 2022 C:SC. • SL£-.:::..tl.<". S lf-T-L 3 • · • • . ', ' ', ' ' ' ' ' tf you have any questions regarding the above comments, please contact QamarAloqaHy vfaemail' ' qaroara@tncservices.com or telephone (562) 733~8030. • • • •• • • • : ' ' ' ' [END] • 10/11/2024 09:02AM 18585920247 Prentice Engineering PRENTICE ENGINEERING Structural Calculations Project: _B~1c,_kl.£"-'-'"j_---'A_.b"-D"'"'1;..;,.-r"""w'""'"rJ_. _______ _ Job Number: -,->Z.,.4.._-...,lc..c:ZS=------ Designed by: _'.Rf>..,.......,.., ____ _ Date: B-Zf-24 Design Assumptions Concrete strength (28 Days): ZC'ftoo PSI Masonry: Grade "N" Concrete Block F'm = _____ PSI Mortar: Type S, 1800 PSI Grout: 2000 PSI Reinforcing Steel.: A-615 Structural Steel: A-36 Lumber: Douglas Fir-Larch Grade 40: #4 and smaller (U.O.N.) Grade 60: #5 and larger Sill Plate P.T.D.Ji' or Remp Fir #2 Joists #2 Posts and Beams #2 Studs #2 or Bettl,i· 6x's #1 SOIL REPORT BY: __ OO_l)_f.._V._A;_t,.;_V_J:.l? ______ _ REPORT NO.: ________________ _ SOIL PRESSURE: ___ 1_5_c:o __ ()~S-f_· ________ _ SEISMIC FORCE: --~zo~'~'t:-· ~o~~=c. _______ _ WIND FORCE: ----'--A-sa,,.c.==·'-'2'----·.:;..tlP""", _______ _ PAGE 04/12 These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this firm. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. 10/11/2024 09:02AM 18585920247 DESIGN LOADS ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL~ ROOF LIVE LOAD SLOPING ,Z.O.o F'LAT WALL DEAD LOAD INTERIOR: 10 PSF EXTERIOR 16PSF FLAT Prentice Engineering FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL"' FLOOR LIVE LOAD INTERIOR 40 PSF En BALCONY & DECKS 60 PSF (U.O.N.) EXIT WALKWAY lO0PSF PAGE 05/12 These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this firm. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. 10/11/2024 09:02AM 18585920247 Prentice Engineering ... -----1--·-·--I --,------1-··7·--·-+--l---l'--+-·+--+-+-I---I--~--+---+1--i---1 i PAGE 05/12 l---+--+---1----. -_1_,--1_-___ --1_-__ -,_,J~-~:-~:'~:-~·!:::_:_-_ ,,_-+ ___ -11--,-p~II,----'A-~.-;---,-~-•·?i---z:· (i:;:,o r-. F --·-'·--:---1--i~ .. --k_~,,----+·-_· __ -1-----L-,---- -+----· _..,.,,.,,, •. ,1---l----i---+--+-+--!---~-·l--+---+--+--'c--+-•-l--+--+-i-·-· r-,..-. ....... 1---1----1-----1---1---1-___;., -1---+--+---1--•--I- -1---+-+ -+-l--+--+--+--+-+---+---1-,.~-----·---l-+---l-----i--+_je-+---+---1---l--1---1-_L.-l--1--+--+-1----1- I ->--+-"--+--+--+--+---+--+--J-+--+--1--+--+-l--+--1--+-+-1--+--l---i.--+--+--+-+-"-'-'l--,,.,.,.,_.i.,_ 10/11/2024 09:02AM 18585920247 ,', X -.. ~· ·~ i • l,~::>Od • 151,:z Prentice Engineering • ·~6",l \9·,'2 □ • ·~ G~,~'1• (N)'1~'9 osoG: PAGE 07/12 e • ' · GG;r,m: ' (N)"l .. ,rg 0£01 10/11/2024 09:02AM 18585920247 Prentice Engineering PRfJ~sr, JOB NO,: · I · WIND DESIGN: ASCE 7-t<ifcec 20iyEhvelope P~ocedure)···• INPUT DATA . ". ... . . . . · . . ····· . . . . · . · · • Risk Category (Tablo 1 5,1) •• Exposure Category(~. c or D) .Bijaic wind speed (Fig. 26.5,Jl · ... , iopogrsphic factor (Fig. ia 8'1, Pl! ~!;2) • B~lldlng height to .eavf '' ' Building hsight t~ ridge • Roof Pitch . • Least'Horliontal Dimension ANALYSIS • •.. ··va10C.1tv Preaaurti • qh == 0,00286 Kn K,tK,, V2 , ,•~r 14,04 psf mph ft fl ,. /12 ,:: ft Where: ' q,. velocity r,r•••uro at01 .. n rootheight, h: (Eq 28 a:1: P•o• 288) ,· K, • velocity P"'•iutl> e,posure coefficient evaiuat•d a\ height, h, (Tab. 28.3-1., pg 299) I<;• wino dlreolion;,lity factor. (Tab. 26,tl· 1, ror bUllding, pl,ge 260) • • ~ ; mean roof h~lght ·, • ' '' • Oplgn tln,ssuros !gr MWFRS ·•· • p • q• [(G Cp1 )-(G Cp1 )I = :;i:;:~r::w! •• • • 12.00 'fl , OK where: pa.prei~ure!naPproprl~teZ:one .. ,. .· .·: .. · ..... · .• • ....... _'. _.. .·_. _..-• ' -G C~,':; prodU~t of gus~_el'feet f.iciQt !!In~ external p_fes&~re: co&fficient,_ see table be1QIN: (F_tg. 29.4~11 pa~EI _M1) __ ' -~ Cfl1 ": _product_ of gust.effect factor and intBf!1sl pre!llsu_re ooeffioitnt.(Table 2s.11.1, l:~cl_o_sed BuHdln~, piage 258) ·• , .. -<i~'ij~?i:(:· •, or ____ _::..')i~:.i~-----i a= Widlh of edge stnps, Fig 26.4•1, note 9, pilg• 301, Note: ·~agative Pr~~l.1~3 ~'re aw~Y ~m, Sl,!1'fi!l 0 ~ fL\ce _ _ , , , • • • Pr<1ssures Inell. Basic Load Ca$eS -• 3.,45, ft • . Roof am lee ~ 22.62 Surface•· C 9,r Net Pie&sure with ' ----' ', (+GC,I) (-GC,I) Max Design 1 0.56 5.33 10.39 10.39 10,39 2 0.2,1 0,42 547 5.47 2.11 . 3 ' ', -0.43 -8.66 -351 -8.56 -3.29 4 ' -0,37 -7.72 •2.67 -7.72 -7.72 1E 0,69 716 12,21 12,2·1 12,..21 . 2E: .• O.:.c:, 1.26 6.-" ~.3Z ~.a., 3E -0,53 -9.97 -4.91 -9.97 -3.83 4E -0.48 -9,26 -4.21 -9.26 -9.26 5 0.40 3,09 8.14 6,14 8.14 6 -0.29 -6.60 -1.54 -6.60 -8.80 ' _,_ '',' ,.-, ' ' ' : ', ,' · TflANSVERSI!' I.ONQITUOINAL fvlJ,I) " Gz.z1~c!'q;~)16{.QJ(8li+1') .·~ 1-tt•I, ,::; ' · r , , •. /&.// .••• ,-,t· J _,,Jt, ,·.)·•·· · •• ~. ·1 a,~ 1wll',b = L.10.;9~l":'?•1i;J ·"""X • .• • ., • ·· · • ! ' ' -' ' PAGE 08/12 /- ' t) "Z'- 10/11/2024 09:02AM 18585920247 ... OTC Hazards by Location ·. !learch Information ..-'Add~~H; Coo'rdlnAteei Tlri:,fi'll!li~mp; , . ti'az:.ard_ iyp11: ,ASCEM6 MRI 2~Yeer MRI 50.Vl!li,!it Rillk. ~:!l~gory I • , ~!&k cai~gtifY 11 , ,'. Riek C;atego~~;-i°i1 '', ' ' f,1!sk Ca~or; IV 2040 Beu~QIXI Aw, C•.ul;bad, CA 9200$, USA ~3.1Bi'384~. •117,32!;):M83 217ft ' ' ' •,'' ,2024-10~~T22:~3:,Q~-177?. Wln(f ai mP'ti ·72 IT\Ph ·Tf ~~n 98 mj)h -102 mph • 107 rnpM ASCEMO. M~/25-Year M~l 100-Year 'Risk' ~at~giJry, ! , ~leK,~~Mg◊ty U .• _· , ~l0k C~t~IJory' 1i°HV, Prentice Engineering 72 mph 79 ,MPh 85, til~h· .. , 100 mpr, • •·· .. 110 mph ' 115 rnph AS¢e 7•05 '' ' ' ' ' . . ,ASCE 7.a5 Wind Sp~ed ' ' ' ,•' '.·· ·,' ,,' ', ··,· ·,' ,'' ·,, ,· ', ' ' '' ' ' ' ',, ' '' ' ·: ' ' ·, PAGE 09/12 ,: Th& re,~u/ts _,~alcai~i, hr,n, po Nbi (~(/I/Jc~ a~y ~ti,i~ (:If ,~i,.;1m 0 1itndment~ 'ro l!'i'J ,ve/u~~ or any def/Ml'Jtlon flll$8 ~~~~ .;u;in9°/he b1ii;dlnt; ~'odi:t.,~doptii:m ;,irQ"oo:ss: l,J1;1;1;n; :i!.hov!d Confirm i,ny • Pu/put Pbl:,med'!rom t/11!; iool wllh lt,i,: lor;.;1,I A1Ahorlty H!:lv/116:I 'Jurl,sd1cuon b&torfJ prot.&8dlng ;,..,ith t/f!l~ign, •• • • • • • ' ' ' ' Pl~sse ~Ot6' t~at lh&,Atc Hl!IZ8rd.s by LuC1,1t/ON Wtlb$/1'1 Will ncit b(I ,Updgflld ~ f;Upporl ASC5 7:22, /:lrJfJJ2JJ1,:tt}ii ·01sc131'tller ·, H&Zar~ loa~~ a'r"e lnle~Olitffl'.i from dat~ Pl'Olfi~~~ i:l'i A·s~·E; ,7 o'!l~d ~nd~ VP 11) ·lti~. n~a~t W 0 hokit Integer., Pe_r ASCI: 7: !alariaS and qoa_llia 0 I ~reae,o'~talda ,the l~a1 ~onfou; ~hOLd_d u~a th_& la:e.l wind 8peetl contour of ~-e OOiflt~I _S~aa-l_n e.om61 caaaa. thl~ w~D~lle _"'!Ill extrapolate Paflt tt1e ltu!;t wind aptted oonkiu_i: ;:ind th"'rwfQro, pr_ovicjfll i' wlriO ~P!lleci,i.h,t 1~ $llglitly hl~har, NOTE(; F1;1r queril!!s nc,ar wind•b1:m18 dl!l~J'i~ ~Elion boun.di;irltJ~, th~ ~i!illltiog determination 1-9 aensltlve to rounding which may affaot whether or not It h1 ooneld&red to be Within a Wirld•borna d$brla, r~g,lt,O, ' , • • • , . , ' ·• ·, , · •. •. '. ' · ' • , •· • •· • • • • • , • • , , , ,· , : M¢1,1Tlt.1,l~¢L1$ tarrlilln,· s'orQes, Qoe~n prcmontorti,,, 11!1.nd sp~illll w1Md r0ei1:ms: sh,111 be _examined fo~ ~nusUl'al wind Con_dltlona, Whlle:°_thlil l~forrn~llol'I P11i,111tni•d on ~hil w1tbslta1 ls_b111,lf1i11voi~ ·t~ bG Citlfn;lct, ATC 1;1l1q_ II~ :i1p1;1m1;;11, .'am:1 corrtrll:11,1~r1~ e.:iisUm'1/no ~~pona:1b11lty' or'llal;:llllly for !ts 6.ocul"Scy'. rha m'i!tetial pre88ritao In the,reoort ah61..1ld not ba USt'ld Cl~ N':1111:10 upon 1or anYeplilclflc apptlcatlOn Wlitll)Ut oompatent e;(a~!ne.tlan and verlfl,C 0 &119n _of ii'$ aeeur:.,c;y, $1.llbblllty_ and BpPllcabllify by 1:11'lgini,l'At'$ or othGr I.loenat!ld proft!lealot:,aje. ATC doe& n&t lr1ter1d that lh1:t U11ti al' tt1ie infolli'l;:i\ioli i:ei:!11:11::.c jhf!l ~oi.rii;I j1,1rJgm1;1ni i;if 11u1;1h QQrnpelent pro~slon~l~,'tii.Vlna exp1o1r1'1:tri~ i.n.i;I kn0Wh1dg:e In t,ha ~leld Qf, • prs!oti!;!lll, Mr ,t6 51,1b-1:1tltyt;, for tli~ .1,ti;i,'nrJ:;ird o( c~I'$! 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I: /,o R: ,.s EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7-22, 12.8) T=CtHn"= __ ,(TABLE 12.8-2) Cs=sos/(R/1 )= o. 1..+ S Cs MAX=801/T(R/1)= __ 1FT:ffL=_ (MAP 22-16 ASCE 7-22) S01TLIT2(R/1 )=__ 1 FT> TL=_ 0.5S1/(R/1)=~-IFS1~0.6g V"'CsW= 0, 14sd•1/2,4\ .,. 0.134hl 0.9D+E/1.4 E=Eh+Ev Eh=PV P= /.o Ev=0.2(Sos)D= D.\Cf D RESISTING MOMENT FACTOR= 0.9-0,2(S01)D= 0.711) kh-. l~t !t..(fo/.._,V,;_)jis-t 10/"<-.:: 29,S"3P'SF \ I "' D. l34(zt-S'} \. .; 3. 96,, f'Sf y~$6 'J PAGE 10/12 10/11/2024 09:02AM 18585920247 Prentice Engineering i.' Thi$ 0 i$ <I 'bola hs!l3>:I~~-i,f thi;: ;1i;w A°rc' H-91.£1;~!!; by ~.Clt;~iiol'l w~~Slte'. ·~1~~:;m ~~ W1th ·t~~db;,11:*, ·o· ~.t,~ A,:~ H~z~.r~~-by ~OC~I!~~· W 0 ~(~~119 W!H h~ ~~-~Ip~~!~(~ ~o e~P~c·,rt ~c~.:·~-·2;, ·~-;~··· £\TC . Ha~ards by Loc,iUon Search lnformatl~n ArJdrt&II:' ':zO~o 8~$$\'j~ AV~'. 6arl~~~. '¢A sio'o~·, us~ .c~ordl~atcl•: 33.1·s1~a43; .11;,32~e·4a3 , 1:1~.e.tl~~.:. :z1itt nm~1l~mP:· ~o~.1~09n2:i.l:~3.35~z: • • H~1~1'd rype; • ·aatarrlic ' ' ! ' ' ' A•f1mmc&. Oocumo;nt: ASCE7-16 • Riak ~.l!ll•g·ory: • It ' ,, ' Sl\'Q: cilaea: • o..'i.1etau11 ' ' ,' Basic Para·roetEl'rs : S1 ·: SMS : 8M1 ·:soa· :,8p1 . :, '.Nime !so(: , ·: F11 ! r~ , ., :.PGAM /1- SiRT j S,BUH P<)Ad 1.022 , 1,228 Value • null ,1.2 .~ ri1.1II • o.~w , O.go9 '0.446 1.2 1.022 ,.~ 0.372 0.409 (),6 ,0~5~·., ,' ~. s88 Section' 11' .4.8 o&eetiptlon MC~~ grolJnd tnoliQ~ 0(pii1od.;0:2is.) 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Number: Aloha Lumber & Truss P-1491 - Basswood 8/29/2024 3:19 PM 245481 COMPONENT DESIGN DRAWINGS & DETAILS Simpson Strong-Tie Company, Inc. 5956 W. Las Positas Blvd. Pleasanton, CA 94588 (800) 999-5099 www.strongtie.com Notes: 1. The component design drawings referenced below have been prepared based on design criteria and requirements set forth in the Construction Documents, as communicated by the Component Manufacturer. 2. The engineer's signature on these drawings indicates professional engineering responsibility solely for the individual components to be able to resist the design loads indicated, utilizing all the design parameter and materials indicated or referenced on each individual design. 3. It is the Building Designer's responsibility to review the component design drawings to insure compatibility with the Building design, Refer to all notes on the individual component design drawings. 3 Component Design Drawing(s): 1 1-T01: SID 3104273 2-T02: SID 3104274 3-T03: SID 3104275 General Notes 1. Each Truss Design Drawing (TDD) provided with this sheet has been prepared in conformance with ANSI/TPI 1. Refer to ANSI/TPI 1 Chapter 2 for the responsibilities of all parties involved, which include but are not limited to the responsibilities listed on this sheet, and for the definitions of all capitalized terms referenced in this document. 2. TDDs should not be assumed to be to scale. 3. The Contractor and Building Designer shall review and approve the Truss Submittal Package. 4. The suitability and use of the component depicted on the TDD for any particular building design is the responsibility of the Building Designer. 5. The Building Designer is responsible for the anchorage of the truss at all bearing locations as required to resist uplift, gravity and lateral loads, and for all Truss-to-Structural Element connections except Truss-to-Truss connections. 6. The Building Designer shall ensure that the supporting structure can accommodate the vertical and/or horizontal truss deflections. 7. Unless specifically stated otherwise, each Design assumes trusses will be adequately protected from the environment and will not be used in corrosive environments unless protected using an approved method. This includes not being used in locations where the sustained temperature is greater than 150°F. 8. Trusses are designed to carry loads within their plane. Any out-of- plane loads must be resisted by the Permanent Building Stability Bracing. 9. Design dead loads must account for all materials, including self-weight. The TDD notes will indicate the min. pitch above which the dead loads are automatically increased for pitch effects. 10. Trusses installed with roof slopes less than 0.25/12 may experience (but are not designed for) ponding. The Building Designer must ensure that adequate drainage is provided to prevent ponding. 11. Camber is a non-structural consideration and is the responsibility of truss fabricator. Handling, Installing, Restraint & Bracing 1. The Contractor is responsible for the proper handling, erection, restraint and bracing of the Trusses. In lieu of job-specific details, refer to BCSI. 2. ANSI/TPI 1 stipulates that for trusses spanning 60' or greater, the Owner shall contract with any Registered Design Professional for the design and inspection of the temporary and permanent truss restraint and bracing. Simpson Strong-Tie is not responsible for providing these services. 3. Trusses require permanent lateral restraint to be applied to chords and certain web members (when indicated) at the locations or intervals indicated on the TDD. Web restraints are to be located at mid points, or third points of the member and chord purlins are not to exceed the spacing specified by the TDD. Chords shown without bracing indicated are assumed to be continuously braced by sheathing or drywall. Permanent lateral restraint shall be accomplished in accordance with: standard industry lateral restraint/bracing details in BCSI-B3 or BCSI-B7, supplemental bracing details referenced on the TDD, or as specified in a project-specific truss permanent bracing plan provided by the Building Designer. 4. Additional building stability permanent bracing shall be installed as specified in the Construction Documents. 5. Special end wall bracing design considerations may be required if a flat gable end frame is used with adjacent trusses that have sloped bottom chords (see BCSI-B3). 6. Do not cut, drill, trim, or otherwise alter truss members or plates without prior written approval of an engineer, unless specifically noted on the TDD. 7. Piggyback assemblies shall be braced as per BCSI-B3 unless otherwise specified in the Construction Documents. 8. For floor trusses, when specified, Strongbacking shall be installed per BCSI-B7 unless otherwise specified in the Construction Documents. 9. For IBC 2021 and newer, truss chords without a diaphragm require a project specific bracing design prepared by a registered design professional. Symbols and Nomenclature 5x7 Plate size; the first digit is the plate width (perp. to the slots) and the second digit is the plate length (parallel to the slots). 5x7-18 -18, -18S5, or -18S6 following the plate size indicates different 18 gauge plate types. These symbols following the plate size indicate the direction of the plate length (and tooth slots) for square and nearly square plates. 10-3-14 Dimensions are shown in feet-inches-sixteenths (for this example, the dimension is 10'-3 14/16"). Joints are numbered left to right, first along the top chord and then along the bottom chord. Mid-panel splice joint numbers are not shown on the drawing. Members are identified using their end joint numbers (e.g., TC 2-3). When this symbol is shown, permanent lateral restraint is required. Lateral restraint may be applied to either edge of the member. See Note 3 under Handling, Installing, Restraint & Bracing for more information. Bearing supports (wall, beam, etc.), locations at which the truss is required to have full bearing. Minimum required bearing width for the given reactions are reported on the TDD. Required bearing widths are based on the truss material and indicated PSI of the support material. The Building Designer is responsible for verifying that the capacity of the support material exceeds the indicated PSI, and for all other bearing design considerations. Truss-to-Truss or Truss-to-Structural Element connection, which require a hanger or other structural connection (e.g., toe-nail) that has adequate capacity to resist the maximum reactions specified in the Reaction Summary. Structural connection type is not limited by type shown on TDD. Toe- nails may be used where hanger type shown where allowed by detail or other connection design information. Design of the Structural Element and the connection of the Truss to a Structural Element is by others. Note: These symbols are for graphical interpretation only; they are not intended to give any indication of the geometry requirements of the actual item that is represented. Materials and Fabrication 1. Design assumes truss is manufactured in accordance with the TDD and the quality criteria in ANSI/TPI 1 Chapter 3, unless more restrictive criteria are part of the contract specifications. 2. Unless specifically stated, lumber shall not exceed 19% moisture content at time of fabrication or in service. 3. Design is not applicable for use with fire retardant, preservative treated or green lumber unless specifically stated on the TDD. 4. Plate type, size, orientation and location indicated are based on the specified design parameters. Larger plate sizes may be substituted in accordance with ANSI/TPI, Section 3.6.3. Plates shall be embedded within ANSI/TPI 1 tolerances on both faces of the truss at each joint, unless noted otherwise. 5. Truss plates shall be centered on the joint unless otherwise specified. Referenced Standards ANSI/TPI 1: National Design Standard for Metal Plate Connected Wood Truss Construction, a Truss Plate Institute publication (www.tpinst.org). BCSI: Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses, a joint publication of the Truss Plate Institute (www.tpinst.org ) and the Structural Building Components Association (www.sbcindustry.com ). DSB-89 Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, a Truss Plate Institute publication (www.tpinst.org ). NDS: National Design Specification for Wood Construction published by American Forest & Paper Association and American Wood Council. ESR-2762 Simpson Strong-Tie® AS Truss Plates are covered under ESR-2762 published by the International Code Council Evaluation Service (www.icc-es.org ). TD-GEN-0003A 5/2019 Component SolutionsŒImportant Information & General Notes --+- 2 EngDrwg: 2021r5RGT_PS P-1491 - Basswood Qty: 1 Truss: T01 Customer: Mike Freda Truss Mfr. Contact: Jon Lazarus SID:0003104273 TID:245481 Date:08 / 29 / 24 Page:1 of 1 NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the “Important Information & General Notes” page for additional information. All connector plates shall be manufactured by Simpson Strong-Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge, unless the specified plate size is followed by a “-18” which indicates an 18 gauge plate, or “S# 18”, which indicates a high tension 18 gauge plate. Component SolutionsTruss Studio V 2023.11.0.70 Typical plate: 1.5x4 3x4= 3x6 2x4 2x4 2x4 2x4 3x4= 3x63x4=3x4= 4x4 =3x4= 4x63x6 3x6 4x4= 3x4= 2-6-0 2-6-0 Do Not Notch Do Not Notch 4-1 4-1 3- 8 - 1 4- 8 - 5 1 4-3-14 4-3-14 3 3-8-2 8-0-0 4 3-8-2 11-8-2 5 4-3-14 16-0-0 7 1 5-6-9 5-6-9 9 4-10-13 10-5-7 11 5-6-9 16-0-0 7 2 6 8 10 12 16-0-0 5/12 -5/12 Drag = 1500 lb Truss Weight = 117.2 lb Code/Design: CBC-2022/TPI-2014 PSF Live Dead Dur FactorsTC 20.0 20.0 Live Wind Snow BC 0.0 10.0 Lum 1.25 1.60 N/A Total 50.0 Plt 1.25 1.60 N/ASpacing: 2-00-00 o.c. Plies: 1 Repetitive Member Increase: YesGreen Lumber: Yes Wet Service: NoFab Tolerance: 20% Creep (Kcr) = 2.0 OH Soffit Load: 2.0 psf -----------Snow Load Specs---------- ASCE7-16 Ground Snow(Pg) = N/ARisk Cat: II Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others(1.0)Unobstructed Slippery Roof: No Low-Slope Minimums(Pfmin): NoUnbalanced Snow Loads: NoRain Surcharge: No Ice Dam Chk: No ----------Wind Load Specs---------- ASCE7-16 Wind Speed(V) = 115 mphRisk Cat: II Exposure Cat: C Bldg Dims: L = 26.0 ft B = 18.8 ft M.R.H(h) = 15.0 ft Kzt = 1.0Bldg Enclosure: Enclosed Wind DL(psf): TC = 12.0 BC = 6.0End Vertical Exposed: L = Yes R = YesWind Uplift Reporting: ASCE7 MWFRS C&C End Zone: 3-00-00 -------Additional Design Checks------ 10 psf Non-Concurrent BCLL: Yes20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes2000 lb TC Safe Load: No Unbalanced TCLL: Yes Material SummaryUTC 2x4 DFL #2LTC 2x4 DFL #2 BC 2x4 DFL #2Webs 2x4 DFL #2 Member Forces SummaryMax CSI in TC PANEL 1 - 1 0.98Max CSI in BC PANEL 1 - 8 0.69 Max CSI in Web 4 - 9 0.11 ...Mem... Ten Comp .CSI. TC OH- 1 141 0 0.98 1- 3 986 1007 0.37 3- 4 437 310 0.30 4- 5 437 310 0.30 5- 7 986 1007 0.37 7-OH 141 0 0.98 BC 1- 8 605 597 0.69 7-12 605 597 0.69 8- 9 605 597 0.20 9-10 616 592 0.09 10-11 616 592 0.09 11-12 605 597 0.20Web 3- 9 82 329 0.04 4- 9 229 439 0.11 4-11 229 439 0.11 5-11 82 329 0.04 Reaction Summary --------------Reaction Summary(Lbs)---------------- Jnt --X-Loc- React -Up- --Width- -Reqd -Mat PSI 1 08-07 793 122 16-00-00 8 3-01-08 48 247 16-00-00 9 5-06-09 499 78 16-00-00 11 10-05-07 499 78 16-00-00 12 12-10-08 48 247 16-00-00 7 15-03-09 793 122 16-00-00 Reactions not shown: down < 400 and up < 150 ---- Reaction Summary (plf) ----- Jnt-Jnt React -Up- --Width- 1- 7 10 0 16-00-00 (reduced) Max Horiz = -44 / +44 at Joint 10 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurring at [8-00-00] using a 1.00 Full and 0.00 Reduced load factor.This truss has been designed for a 1500.0 lb Drag Load distributed along the top chord rake in each direction and resisted at any single bearing joint (1 or 7) or any shear wall listed below.Shear Wall 1 : 0 to 16-00-00 See Loadcase Report for load combinations and additional details. NotesTooth-Holding green lumber factor applied: 0.80 If this truss is exposed to wind load perpendicular to the plane of the truss, gable studs must be braced according to the Construction Documents, BCSI-B3, or a gable stud bracing detail matching the design wind speed shown. Lateral bracing of the truss itself to resist out-of-plane wind load must be in accordance with the Construction Documents. The maximum rake overhang length is 12.0".Designed for green lumber that will be seasoned by time of installation. Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees.Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joints. The upper top chord (UTC) may be notched 1.5" deep x 3.5" wide at 24" o.c. max. for outlookers. Do not notch in the heel areas marked or anywhere there is a single chord member. Do not cut the connector plates. Lumber and plating have been applied symmetrically. Deflection SummaryTrussSpan Limit Actual(in) LocationVert LL L/360 L/999( 0.01) 1- 8 Vert DL L/180 L/999( 0.01) 1- 8 Vert CR L/240 L/999( 0.01) 1- 8 Horz LL 0.75in ( 0.02) @Jt 1 Horz CR 1.25in ( 0.03) @Jt 1Ohng CR 2L/240 2L/364(-0.17) 1- 1 Ohng CR 2L/240 2L/364(-0.17) 7- 7Bracing Data Summary------------Bracing Data------------Chords; continuous except where shown Web Bracing -- None Plate offsets (X, Y):(None unless indicated below) Jnt3(-02-03,-00-01), Jnt4(0,01-06), Jnt5(02-03,-00-01) EngDrwg: 2021r5RGT_PS P-1491 - Basswood Qty: 7 Truss: T02 Customer: Mike Freda Truss Mfr. Contact: Jon Lazarus SID:0003104274 TID:245481 Date:08 / 29 / 24 Page:1 of 1 NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the “Important Information & General Notes” page for additional information. All connector plates shall be manufactured by Simpson Strong-Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge, unless the specified plate size is followed by a “-18” which indicates an 18 gauge plate, or “S# 18”, which indicates a high tension 18 gauge plate. Component SolutionsTruss Studio V 2023.11.0.70 3x4= 1.5x4 4x4= 1.5x4 3x4= 3x4=3x4= 2-6-0 2-6-0 4-1 4-1 3- 8 - 1 4- 8 - 5 1 4-3-14 4-3-14 2 3-8-2 8-0-0 3 3-8-2 11-8-2 4 4-3-14 16-0-0 5 1 5-6-9 5-6-9 6 4-10-13 10-5-7 7 5-6-9 16-0-0 5 16-0-0 5/12 -5/12 Truss Weight = 67.9 lb Code/Design: CBC-2022/TPI-2014 PSF Live Dead Dur FactorsTC 20.0 20.0 Live Wind Snow BC 0.0 10.0 Lum 1.25 1.60 N/A Total 50.0 Plt 1.25 1.60 N/ASpacing: 2-00-00 o.c. Plies: 1 Repetitive Member Increase: YesGreen Lumber: Yes Wet Service: NoFab Tolerance: 20% Creep (Kcr) = 2.0 OH Soffit Load: 2.0 psf -----------Snow Load Specs---------- ASCE7-16 Ground Snow(Pg) = N/ARisk Cat: II Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others(1.0)Unobstructed Slippery Roof: No Low-Slope Minimums(Pfmin): NoUnbalanced Snow Loads: NoRain Surcharge: No Ice Dam Chk: No ----------Wind Load Specs---------- ASCE7-16 Wind Speed(V) = 115 mphRisk Cat: II Exposure Cat: C Bldg Dims: L = 26.0 ft B = 18.8 ft M.R.H(h) = 15.0 ft Kzt = 1.0Bldg Enclosure: Enclosed Wind DL(psf): TC = 12.0 BC = 6.0End Vertical Exposed: L = Yes R = YesWind Uplift Reporting: ASCE7 MWFRS C&C End Zone: 3-00-00 -------Additional Design Checks------ 10 psf Non-Concurrent BCLL: Yes20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes2000 lb TC Safe Load: No Unbalanced TCLL: Yes Material SummaryTC 2x4 DFL #2BC 2x4 DFL #2 Webs 2x4 DFL #2 Member Forces Summary Max CSI in TC PANEL 1 - 1 0.98Max CSI in BC PANEL 1 - 6 0.42Max CSI in Web 6 - 3 0.07 ...Mem... Ten Comp .CSI.TC OH- 1 141 0 0.98 1- 2 63 1416 0.39 2- 3 78 1240 0.32 3- 4 78 1240 0.32 4- 5 63 1416 0.39 5-OH 141 0 0.98 BC 1- 6 1250 0 0.42 5- 7 1250 0 0.42 6- 7 857 0 0.37 Web 2- 6 79 313 0.03 3- 6 423 3 0.07 3- 7 423 4 0.07 4- 7 79 313 0.03 Reaction Summary --------------Reaction Summary(Lbs)---------------- Jnt --X-Loc- React -Up- --Width- -Reqd -Mat PSI 1 01-12 1019 0 03-08 01-08 DFL 625 5 15-10-04 1019 0 03-08 01-08 DFL 625 Max Horiz = -40 / +40 at Joint 1 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurring at [8-00-00] using a 1.00 Full and 0.00 Reduced load factor. See Loadcase Report for load combinations and additional details. NotesTooth-Holding green lumber factor applied: 0.80Designed for green lumber that will be seasoned by time of installation. Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees.Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joints. Lumber and plating have been applied symmetrically. Deflection SummaryTrussSpan Limit Actual(in) LocationVert LL L/360 L/999(-0.04) 6- 7 Vert DL L/180 L/999(-0.07) 6- 7 Vert CR L/240 L/999(-0.11) 6- 7 Horz LL 0.75in ( 0.01) @Jt 5 Horz CR 1.25in ( 0.03) @Jt 5Ohng CR 2L/240 2L/364(-0.17) 1- 1 Ohng CR 2L/240 2L/364(-0.17) 5- 5Bracing Data Summary------------Bracing Data------------Chords; continuous except where shown Web Bracing -- None Plate offsets (X, Y):(None unless indicated below) EngDrwg: 2021r5RGT_PS P-1491 - Basswood Qty: 1 Truss: T03 Customer: Mike Freda Truss Mfr. Contact: Jon Lazarus SID:0003104275 TID:245481 Date:08 / 29 / 24 Page:1 of 1 NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the “Important Information & General Notes” page for additional information. All connector plates shall be manufactured by Simpson Strong-Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge, unless the specified plate size is followed by a “-18” which indicates an 18 gauge plate, or “S# 18”, which indicates a high tension 18 gauge plate. Component SolutionsTruss Studio V 2023.11.0.70 3x4= 1.5x4 4x4= 1.5x4 3x4= 3x4=3x4= 2-6-0 2-6-0 4-1 4-1 3- 8 - 1 4- 8 - 5 1 4-3-14 4-3-14 2 3-8-2 8-0-0 3 3-8-2 11-8-2 4 4-3-14 16-0-0 5 1 5-6-9 5-6-9 6 4-10-13 10-5-7 7 5-6-9 16-0-0 5 16-0-0 5/12 -5/12 Drag = 1500 lb Truss Weight = 67.9 lb Code/Design: CBC-2022/TPI-2014 PSF Live Dead Dur FactorsTC 20.0 20.0 Live Wind Snow BC 0.0 10.0 Lum 1.25 1.60 N/A Total 50.0 Plt 1.25 1.60 N/ASpacing: 2-00-00 o.c. Plies: 1 Repetitive Member Increase: YesGreen Lumber: Yes Wet Service: NoFab Tolerance: 20% Creep (Kcr) = 2.0 OH Soffit Load: 2.0 psf -----------Snow Load Specs---------- ASCE7-16 Ground Snow(Pg) = N/ARisk Cat: II Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others(1.0)Unobstructed Slippery Roof: No Low-Slope Minimums(Pfmin): NoUnbalanced Snow Loads: NoRain Surcharge: No Ice Dam Chk: No ----------Wind Load Specs---------- ASCE7-16 Wind Speed(V) = 115 mphRisk Cat: II Exposure Cat: C Bldg Dims: L = 26.0 ft B = 18.8 ft M.R.H(h) = 15.0 ft Kzt = 1.0Bldg Enclosure: Enclosed Wind DL(psf): TC = 12.0 BC = 6.0End Vertical Exposed: L = Yes R = YesWind Uplift Reporting: ASCE7 MWFRS C&C End Zone: 3-00-00 -------Additional Design Checks------ 10 psf Non-Concurrent BCLL: Yes20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes2000 lb TC Safe Load: No Unbalanced TCLL: Yes Material SummaryTC 2x4 DFL #2BC 2x4 DFL #2 Webs 2x4 DFL #2 Member Forces Summary Max CSI in TC PANEL 1 - 1 0.98Max CSI in BC PANEL 1 - 6 0.42Max CSI in Web 6 - 3 0.07 ...Mem... Ten Comp .CSI.TC OH- 1 141 0 0.98 1- 2 394 1416 0.39 2- 3 78 1240 0.32 3- 4 78 1240 0.32 4- 5 394 1416 0.39 5-OH 141 0 0.98 BC 1- 6 1250 301 0.42 5- 7 1250 301 0.42 6- 7 1220 435 0.37 Web 2- 6 79 313 0.03 3- 6 423 3 0.07 3- 7 423 4 0.07 4- 7 79 313 0.03 Reaction Summary --------------Reaction Summary(Lbs)---------------- Jnt --X-Loc- React -Up- --Width- -Reqd -Mat PSI 1 01-12 1019 0 03-08 01-08 DFL 625 5 15-10-04 1019 0 03-08 01-08 DFL 625 Max Horiz = -40 / +40 at Joint 1 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurring at [8-00-00] using a 1.00 Full and 0.00 Reduced load factor.This truss has been designed for a 1500.0 lb Drag Load distributed along the top chord rake in each direction and resisted at any bearing location shown. See Loadcase Report for load combinations and additional details. NotesTooth-Holding green lumber factor applied: 0.80 Designed for green lumber that will be seasoned by time of installation.Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees. Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joints.Lumber and plating have been applied symmetrically. Deflection SummaryTrussSpan Limit Actual(in) LocationVert LL L/360 L/999(-0.04) 6- 7 Vert DL L/180 L/999(-0.07) 6- 7 Vert CR L/240 L/999(-0.11) 6- 7 Horz LL 0.75in ( 0.02) @Jt 5 Horz CR 1.25in ( 0.03) @Jt 5Ohng CR 2L/240 2L/364(-0.17) 1- 1 Ohng CR 2L/240 2L/364(-0.17) 5- 5Bracing Data Summary------------Bracing Data------------Chords; continuous except where shown Web Bracing -- None Plate offsets (X, Y):(None unless indicated below) X 2040 Basswood Ave 167-130-41-00 X X X X X X X X X X X X X X 10/30/24 Mike Freda (Agent) Mike Freda 619-843-9090 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. T) NATURE) DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE CB SW --- Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C C C 0 ...... ...... 0 0 :;:; C C -c :;:; :;:; C"I C (I) -c (I) -c Cl) C (.) (.) C -~ C"I E C E C ...... C ::::, ::::, 0 ·.:::: .9-C C C +-' -c (I) E (I) ...... ...... :;:; ...... ~ -c (/) C"I ...... ...... ...... C '-::::, >, C"I C (I) ...... (I) -(/) (/) Cl) ~ ·.:::: er ...... C C C"I a. (I) C ·.:::: _f: C C/l C ...... w (I) 0 Best Management Practice* ~ -~ Cc C CD ·a. ...... 0 (I) 0 ...... (!) (I) .:::: C :;:; (/) 3: Cl) ...... (I) C C u ...... u (I) ...... (I) C ...... ..c £ I-E Cl) C -c Q) Cl) ~ C (I) C (BMP) Description ➔ Cl) ~ (I) (/) (I) Cl) C"I (I) C"I CD •c C C"I C -c (/) :s:: C 0 ::::, (I) ...... (I) (I) ~ (I) C ...... C C 3: C ...... 0 -cw -c >, 0 (/) CC C > ~E :;:; ::::, ...... (.) C 0 0 CD (/) ·-C"I 0--(1) .......... u (I) C 0 C"I (I) (I) ~ 0 C"I 0 C (I) 0::: E C ...... N C/l ~ C CJ CJ'):;:; (I) (I) C E 8, c ·a. ..__ :s:: (I) X (I) E g a.. 0 (I) C LL _!; ~ Q) ...... ::::, ..c ::gi = 3: ...... --CC ::i:i u·c '--C ·.:::: ~ ...... C"I -c ..C C (I) ...... (I)::::, ·--c 2U -C C ...... CJ > -c ............ ..c ...... ..C C ·5 ~ C •-C (I) ...... (I) CJ ...... 0 0 --·-a. -c (I) (I) (I) CJ C ...... ...... 0 ...... ;:C •-C '--C ...... C 0 0 C C"I c □ ..c (I) 0 (I) ~ C '--0 (I) ..c ..c ...... .!:;c, C ............ _,_. C ..s 0 :s:: ct C a. 0 (I)_ c_. C ...... a. 0 o □ (!) WO V) en (/) u ii: (!) (/)> (/) (/) a.. (/)_ (/) 0::: C..0 a.. >U ~(/) ~ (/) C/lU (/)~ CASQA Designation ➔ r--IX) 0) ~ ,.,.., v I.{) r--IX) 0 N ,.,.., r--IX) ~ N ,.,.., v I.{) ~ ~ (0 ~ ~ ~ I I I I I I I I I I I I I I I I I I I I I I I u u u u w w w w w w w w 0::: 0::: (/) (/) (/) (/) ~ ~ ~ ~ ~ Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) I-I-z z z z :s:: :s:: :s:: :s:: :s:: Grading/Soil Disturbance Trenching/Excavation Stockoilinq Drillina/Borinq Concrete/ Asphalt Sawcutting Concrete Flatwork Paving Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staqinq/Lav Down Area Eauioment Maintenance and Fuelina Hazardous Substance Use/Storaqe Dewaterinq Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: _____________ _ Assessor's Parcel Number:--------- Emergency Contact: Name: _____________ _ 24 Hour Phone: __________ _ Construction Threat to Storm Water Quality (Check Box) □ MEDIUM □ LOW (I) ...... Cl) C 3::_,_. C (/) (I) ::::, E 0 (I) -c C"I 5 C NC CC :r:~ (0 I ~ :s:: (I) ...... Cl) □--:S:: C (I) (I) E +-' (I) (I) C"I ti C CC 0 C u~ IX) I ~ :s:: Page 1 of 1 REV 02/16