Loading...
HomeMy WebLinkAbout2668 GATEWAY RD; 170; CBC2019-0160; Permit( c ityof Carlsbad Commercial Permit II ] Print Date: 10/24/2019 Permit No: CBC2019-0160 Job Address: 2668 Gateway Rd, 170 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2132622100 Lot #:Applied: 04/10/2019 Valuation: $233,097.29 Reference #: DEV12023 Issued: 07/02/2019 Occupancy Group: A-2 Construction Type: V-B Permit Finaled: # Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: - Orig. Plan Check #: Final Plan Check #: Inspection: 10/24/2019 3:46:04PP Project Title: UPTOWN BRESSI RANCH Description: WOOD RANCH BBQ: 2,950 SF T.I. (SHELL TO RESTAURANT) 913 SF PATIO Applicant: Owner: NINA RAEY SHEA PROPERTIES MANAGEMENT CO INC 3187 Airway Ave, A Costa Mesa, CA 92626-4603 130 Vantis Dr, 200 714-227-5223 Aliso Viejo, CA 92656-2691 949-389-7000 BUILDING PERMIT FEE ($2000+) $1,101.70 BUILDING PLAN CHECK FEE (BLDG) $771.19 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI , $628.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $170.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MANUAL BUILDING PLAN CHECK FEE $150.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PUBLIC FACILITIES FEES - inside CFD $4,242.37 SB1473 GREENBUILDING STATE STANDARDS FEE $10.00 SEWER BENEFIT AREA FEES - H 1 $312.33 SEWER CONNECTION FEE (General Capacity all areas) $278.40 STRONG MOTION-COMMERCIAL $65.27 TRAFFIC IMPACT Commercial-Industrial w/in CFD $4,104.00 Total Fees: $12,152.26 Total Payments To Date: $12,152.26 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 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check 6_0I(00 Est. Value ______ PC Deposit Date - Job Address 2668 Gateway Road Suite: 170 APN: 2132622100 Tenant Name: Wood Ranch CT/Project #: Lot #:_________ Occupancy: A-2 Construction Type: V-B Fire Sprinklers: yes Air Conditioning: yes BRIEF DESCRIPTION OF WORK: Tenant improvement of a new shell building into a new restaurant. El Addition/New: New SF and Use, __New SF and Use, Deck SF, 913 Patio Cover SF (not including flatwork) 'J Tenant Improvement: 2,950 SF, Existing Use Shell Proposed Use Restaurant '113 SF, Existing Use Proposed Use Pool/Spa: SF Additional Gas or Electrical Features? LI Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) / PROPERTY OWNER Name: Nina Raey /' t 1i'O(J '° Name: Shea Properties Address: 3187 Airway Ave, Suite A Address: 130 Vantis, Suite 200 City: Costa Mesa State: CAZip: 92626 City: Aliso Viejo State:CA Zip: 92656 714-227-5223 Phone: 949-389-7434 Phone: Email: nina@rsi-group.com Email: CONTRACTOR BUSINESS Name: TBD fJJi4thOi1 c?.viP,I (ii4 #fS Address: 12.. 1I& City: State:C4 Zip: 19 2.1,B Phone: ((ez, 2A0 -98/b Email: ) m1J-4lehjt., State License: it 3133'f Bus. Uc:i,-)--Illy DESIGN PROFESSIONAL Name: Heifetz Architects Address: 22701 West Martha Street City: Woodland Hills State:CA Zip: 91367 Phone: 818-707-1908 Email: kevin@bittondesign.com Architect State License: C 30912 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcarlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 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. 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' co pen ation insurance car ier and policy number are: Insurance Corn ny Name: JtL.- 4 I1-t Policy No. •tki) O tlO OO I Expiration Date: . O. i+ oup 0 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 be come 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 $100,0 0. 0, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: 4JIL' 'L- 1W'-\ DAGENT DATE: '7.0 Z.- 20/1 (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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). O 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). O I am exempt under Section _______Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes ONO I (have/ have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: AGENT DATE: 4/9/20 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: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF This PERMIT.OSHA: An OSHA permit is required for excavations over 5'0? deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 d ys from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 18 days (Section 106.4.4 UnfGm Building Code). APPLICANT SIGNATURE: DATE: 4/9/20 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcCarIsbadca.goV B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial . Application Date: 04/10/2019 Owner: SHEA PROPERTIES MANAGEMENT CO INC Work Class: Tenant Improvement Issue Date: 07/02/2019 Subdivision: Status: Closed - Finaled . Expiration Date: 04/13/2020. Address: 2668 Gateway Rd, 170 - Carlsbad, CA 92009 IVR Number: . 18300 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete. Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes. 09/2612019 0912612019 BLDG-Fire Final 104319-2019 Cancelled Felix Salcedo Reinspection Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes 1010912019 1010912019 BLDG-23 107078-2019 Passed Paul Burnette Complete Gas/Test/Repairs. Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes 10/1512019 .10/15/2019 BLDG-Final 107489-2019 Partial Pass Paul Burnette Reinspection Incomplete Inspection . Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final . No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final . No 10/24/2019 10/24/2019 BLDG-Final 108535-2019 . Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency . . Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 106810-2019 Scheduled Felix Salcedo Incomplete Checklist Item COMMENTS Passed FIRE- Building Final Yes 11 October 24, 2019 - . Page 5 of 5 1 Permit Type: BLDG-Commercial Application Date: 04/10/2019 Owner: SHEA PROPERTIES MANAGEMENTCO INC Work Class: Tenant Improvement Issue Date: 07/02/2019 Subdivision: Status: Closed - Finaled Expiration Date: 04/13/2020 Address: 2668 Gateway Rd, 170 IVR Number: 18300 Carlsbad, CA 92009 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency See card: Yes BLDG-85 T-Bar, 104324-2019 Partial Pass Chris Renfro Reinspection Incomplete Ceiling Grids, Overhead • Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid with plywood, Ok to hang finish No wood; T-bar ceiling pending rough electric to lighting; dbl check hvac connections BLDG-14 Yes • Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 - Yes Rough-Ducts-Dampers 09/18/2019 09/18/2019 BLDG-23 104584-2019 Cancelled Chris Renfro Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/19/2019 09/1912019 BLDG-23 104617-2019 Failed - Chris Renfro Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed • BLDG-Building Deficiency Not ready -No BLDG-85 T-Bar, 104616-2019 Partial Pass Chris Renfro Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes, Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout • Yes BLDG-34 Rough Electrical Yes BLDG-44 • Yes Rough-Ducts-Dampers 09/2012019 09/20/2019 BLDG-23 104834-2019 Passed Chris Renfro Complete • Gas/Test/Repairs - Checklist. Item • COMMENTS • Passed BLDG-Building Deficiency Yes 09/25/2019 . 09/25/2019 BLDG-Electric Meter 105350-2019 Passed Chris Renfro Complete Release • October 24, 2019 • Page 4 of 5 Permit Type: BLDG-Commercial Application Date: 04/10/2019 Owner: SHEA PROPERTIES MANAGEMENTCO INC Work ClaSs: Tenant Improvement Issue Date: 07/02/2019 Subdivision: Status: Closed - Finaled Expiration Date:, 04/13/2020 Address: 2668 Gateway Rd, 170 Carlsbad, CA 92009 IVR Number: 18300 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-44 101233-2019 Partial Pass Paul Burnette Reinspection Incomplete Rough!DuctslDampe rs * Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/03/2019 0910312019 BLDG-85 I-Bar, 102772-2019 Failed Paul Burnette Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 09/0512019 09/05/2019 BLDG-14 103294-2019 Partial Pass Chris Renfro Reinspection Frame/Steel/Bolting! Welding (Decks) - Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lids only. OK to drywall Yes 0911212019 09/12/2019 BLDG-17 Interior :103833-2019 Partial Pass Chris Renfro Reinspection Lath/Drywall Checklist Item COMMENTS Passed Incomplete Incomplete. BLDG-Building Deficiency See card: Yes BLDG-85 1-Bar, 103832-2019 Partial Pass Chris Renfro Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS / Passed BLDG-Building Deficiency Hard lid drywall in both restrooms. Ok to Yes • tape and mud. Plywood ceiling screw schedule. Ok to hang sound board BLDG-14 • Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout • Yes BLDG-34 Rough Electrical Yes. BLDG-44 Yes Rough-Ducts-Dampers 09/17/2019 09/17/2019 BLDG-17 Interior 104325-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall October 24, 2019 . Page 3 of 5 Permit Type: BLDG-Commercial Application Date: 04/10/2019 Owner: SHEA PROPERTIES • MANAGEMENT CO INC Work Class: Tenant Improvement Issue Date: 07/02/2019 . Subdivision: Status: Closed - Finaled Expiration Date: 04/13/2020 AddresS: 2668 Gateway Rd, 170 • Carlsbad, CA 92009 IVR Number: 18300 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-84 Rough 099252-2019 Failed Paul Burnette Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 08/0512019 08/0512019 BLDG-23 099755-2019 Passed Paul Burnette Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 099756-2019 Passed Paul Burnette Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 08/13/2019 08/13/2019 BLDG-17 Interior 100509-2019. • Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS • Passed BLDG-Building Deficiency ' See card; Partial pass on demising wall at Yes walk-in cooler area And drywall at Hood location. OK to tape 08/14/2019 08/14/2019 BLDG-44 100508-2019 Partial Pass Paul Burnette Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS • Passed BLDG-Building Deficiency • No 08/19/2019 08/19/2019 BLDG-17 Interior 101234-2019 Partial Pass Paul Burnette Reinspection incomplete Lath/Drywall Checklist Item • COMMENTS Passed BLDG-Building Deficiency See card; Partial pass on demising wall at Yes walk-in cooler area And drywall at Hood . location. OK to tape October 24, 2019 • Page 2 of 5 Permit Type: BLDG-Commercial Application Date: 04/10/2019 Owner: SHEA PROPERTIES MANAGEMENT CO INC Work Class: Tenant Improvement Issue Date: 07/02/2019 Subdivision: Status: Closed - Finaled Expiration Date: 04/13/2020 Address: 2668 Gateway Rd, 170 Carlsbad, CA 92009 IVR Number: 18300 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0710312019 07I0312019 BLDG-21 096525-2019 Passed Andy Krogh Complete UndergroundlUnderf - loor Plumbing BLDG-31 096526-2019 Passed Andy Krogh Complete UndergroUndlCondu it - Wiring BLDG-SW-Pre-Con 096610.2019 Passed Andy Krogh Complete 07/09/2019 07I09/2019 BLDG-Il 096857.2019 Passed Paul Burnette Foundation/FtglPier s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency .. Yes BLDG-12 Steel/Bond 096858-2019 Passed Paul Burnette Beam Complete Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/17I2019 07/17/2019 BLDG-IS Insulation 097868-2019 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on insulation on back room. OK Yes to drywall. C card for details 07l19/2019 07/19/2019 BLDG-17 Interior 098144.2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency See card; Partial pass on demising wall at Yes walk-in cooler area And drywall at Hood location. OK to tape 07/29/2019 07/29/2019 BLDG-84 Rough 098920-2019 Cancelled Paul Burnette Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 07/3112019 07/31I2019 BLDG-23 099250-2019 Failed Paul Burnette Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No October 24, 2019 Page 1 of 5 414, CITY OF CARLSBAD INSPECTION RECORD Building Division (I INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB I1 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION II FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www Carlshadca.govfBuilding AND CLICK ON "Request Inspection" / / DATE: CBC20I9-0160 2668 GATEWAY RD #170 tA WOOD RANCH BBQ: 2.950 SF T.I. (SHELL TO RESTAURANT) / 913 SF PATIO - 2132622100 4/10/2019 CBC2019-016O requiredIf "YES" is checked below that Division's approval is prior (o requestin a Final Building Inspection. If you have please call the applicable divisions at the phone numbers provided below. After all required approvals are signed 760-602-8580, email to bidginspections@c AS(s badca.gov o I r bring in a COPY of this card to: 1635 Faraday Ave., I I I NO IF MARKED YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION Date Inspector I any questions off- fax to Carlsbad. Notes STORM WATER PRECON MEETING REQUiREO?ó0-602-2725 Allow 24 hours I LYE-k IF MARKED YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAL COPY OF CARD REQUIRED Fire Prevention 760-602-4660 Allow 48 hours I toff, Planning/Landscape 760-944-8463 Allow 48 hours - I 1 CM&I (Engineering Inspections) 76438-3891 Call before 2 p J Type of Inspection Type of Inspection CODE BUILDING #11 FOUNDATION Date Inspector __ iCOD ELECTRICAL E #Date #311 .EC)R1C UNDERGROUND DUFER Inspector #1 REINFORCED STEEL 1 -1 1, #34 ROJfl(H ELECTRIC / EV CHARGER f /' #66 MASONRY PRE GROUT #33 EIELEC SERVICE #320TEMPORARY tfz$7i 7 ( 0 GROUT 0 WALL DRAINS #35 PHOTO VOLTAIC 910 TILT PANELS #38 SIGNS #11 POUR STRIPS BLDG-FINAL COLUMN FOOTINGS _1 #41 UNDERGROUND DUCTS & PIPING Date Inspector #14 SUBFRAME 0 FLOOR 0 CEILING #15 ROOF SHEATHING #44 0 DUCT & PLENUM 0 REF. PIPING #13 EXT. SHEAR PANELS #43 HEAT-AIR COND. SYSTEMS• #16 INSULATION $---i'c. BLDG-FINAL #18 EXTERIOR LATH Date Inspector #17 INTERIOR LATH & DRYWALL #81 UNDERGROUND (11,12,21,31) BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) [- Date Inspector #83 ROOF SHEATING, EXT SHEAR (13,15) #22 0 SEWER & BL/CO 0 PL/CO - - #84 FRAME ROUGH COMBO (14,24,34,44) 3F _;f '1 #21 UNDERGROUN02WASTE DWTR 7/S/f? /'&1. #85 T-Bar(14,24,34,44) #24 TOPOUT DWASTE DWTR BLDG- FINAL OCCUPANCY #27 TUB & SHOWER PAN I;1 Date I spector #23 GAS Tar- I'GA.S .PIPING -A/S UNDERGROUND VISUAL #25, WATER HEATER A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL Date Inspector A/S OVERHEAD HYDROSTATIC #51 POOL EXCAV/STEEL A/S FINAL tc/211/(€ FSc&.e #52 PLUMBING F/A ROUGH-IN #53 ELEC/ CONDUIT/ WIRING F/AFINAL tU/(c/ij #54 EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN #55 PREPI.ASTER / FENCE! ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNITE FIXED EXTINGUISHING SYSTEM FINAL BLDG- FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL REV 08 . SEE BACK FOR SPECIAL NOTES ELITE SPECIAL INSPECTIONS INC. 8616 Cleta St. Downey, CA, 90241 Business Cell! Voice! Text: (562) 413-819 EliteSI1@mail.com SPECIAL INSPECTORS TIME SHEET & REPORT Date: 9/26/19 Job #: 092619 Building Permit # CBC201 9-0160 Permit Date 7/2/19 Jurisdiction Carlsbad Building Job Identification WA Kitchen & Bar Address 2668 Gateway Rd. Suite 170, Carlsbad CA Contractor: General Mitchell General Contractors Inc Sub - Moran Canvas LDP: Architect Heifetz Architects Engineer Michael Sullaway Reinforced Concrete 0 AC! Grade 1-Tech 0 Prestressed Concrete I] Masonry 0 EpoxyD Other X Simpson Strong-Tie Screw Anchors NOTE: Contractor assumes responsibilty for any and all work that is performed outside of stamped/approved plans bearing the seal of the applicable enforcing agency of record. Contractor is informed that any and all work performed prior to Building Department approval is performed at contractors own risk pending proper approval by the Building Official. Provided Visual Inspection for: Plans Date: 7/2/19 Simpson Strong-Tie Tighten HD Screw Anchors for the anchoring of nine steel exterior awning column plates to CMU retaining wall. 1/2"x6" screw anchors into clean 1/2" diameter 6-1/2" deep pre-drilled holes for an effective embedment depth of 3-1/2" minimum after all torque losses were achieved per code. All holes pneumatically blown and free of standing dust and debris during anchor placement. Simpson Strong-Tie Tighten HD Screw Anchors ICC-ES ESR-1 056 does not contain torque specifications. All screw anchors top of plate received tightening torque of 25 foot pounds. Tightening torque verification performed with S/N #1502490541, 9/6/2020 Cert #1861 -TR. All material embed depths maintained during placement. Workmanship good to excellent. DAILY HOURS WORKED Certificate of Compliance Straight Time 4 I hereby certify that I have observed to the best of my knowledge all of the above reported work Check # unless otherwise noted. I have found this work to be in compliance with the Approved Plans, Invoice # 092619 Specifications, and applicable sections of the Governing Building Codes. All inspection is based on a 4 hour minimum, over 4 hours is an 8 hours minimum. After 8 is time and a half; respectively. All lab work necessary to complete inspections will be paid by owner, engineer or contractor. Registered Special Inspector (Please Print):Mauro DeLaCruz ICC#:8821400 Registered Special lnspeease Sign):______ IEZ ctor..çl City #: Registered Owners Rep: Company: S A LASO'BRIEN 3220 Executive Ridge Suite 210 Vista, CA 92081 expect a difference 760.560.0100 I www.salasobrien.com Field Observation Report Project Name: Townhouse 2677 State Street Project No: 17181 Date of Observation: 10-21-2019 Report Generated by: Juan I. Contreras, CPD Date of Report: On the above referenced date, the following observations were made: Plumbing 1. Sewer pipe below grade was substituted with Cellular core PVC Schedule 40, Including fittings. Provide proper bedding and backfill requirements as outlined in ASTM D2321. Cellular Core PCV Schedule 40 is an Acceptable Substitution to ABS Schedule 40 Pipe and DWV Fittings. a. EsGil A SAFEbullf Company DATE: June 26, 2019 JURISDICTION: Carlsbad APPLICANT 0 JURIS. PLAN CHECK #.: CBC2019-0160 PROJECT ADDRESS: 2668 Gateway Rd. PROJECT NAME: Wood Ranch TI SET: III The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person LI REMARKS: By: Kurt Culver Enclosures: EsGil 6/19/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A 5AFEbuiLt'Company DATE: June 7, 2019 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK#.: •CBC2019-0160 PROJECT ADDRESS: 2668 Gateway Rd. PROJECT NAME: Wood Ranch TI SET:!! The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Nina Raey EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: 1ina Ra Telephone #: 714-227-5223 Date contacted: (i2( jO (b ey j) Email: nina©rsi-group.com Mail Fax In Person LI REMARKS: By: Kurt Culver Enclosures: EsGil 5/30/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0160 June 7, 2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected setof plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. Each sheet of the plans must be signed by the person responsible for their preparation. California State Law. THE STRUCTURAL SHEETS WERE NOT SIGNED. 21. See below for MEP corrections. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil. Thank you. Carlsbad CBC20 19-0 160 June 7, 2019 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss NOTE: All updated plumbing and mechanical comments are boldedi PLUMBING (2016 CALIFORNIA PLUMBING CODE) The square footage of the kitchen cannot be eliminated from the calculations (only thebathroom and utility room square footages can be eliminated). It appears from bathroom plumbing fixtures will be required. Please correct plumbing calculations. Note: The kitchen should be divided by a factor of 200 and the dining room .should be divided by a factor of 30 (as already shown). I Provide calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. The water sizing calculations will be verified when the plumbing fixture calculations comment above is addressed. I Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. Note: An approved pressure regulator is required where the static water pressure from the water supply piping exceeds 80 psi. Please address. CPC 608.2 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Calculations for the worst-case scenario are still required for both the walk-in cooler and freezer. Specify the type of refrigerant to be used per CMC Table 1102.2. Convert the allowable quantity per 1,000 cubic feet so it is proportional to the actual cubic feet of each the walk-in cooler and freezer and verify if the limit is exceeded. Note: If the limit per CMC Table 1102.2, refrigerant alarms will be required. I For the walk-in cooler and freezer, please address the following items: Please provide calculations that show compliance with CMC 1104.2 "Refrigerant Concentration Limit" for the worst-case concentration/area scenario (i.e. please see CMC Table 1102.2 for allowable quantities). Carlsbad CBC20 19-0160 June 7, 2019 4. Please show the locations of the required cleanouts within the mechanical floor plan on sheet M2.0. I Regarding required cleanouts for horizontal and vertical grease ducts, please address the following items per CIVIC 510.3.3: Please show a cleanout out at any change in direction for all horizontal grease ducts on sheet M2.0. Horizontal ducts require at least one 20" X 20" opening for personnel entry. Please address. Note: If access sizing (20" X 20") is not possible, cleanouts are required to be installed every 12'. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please c'ontact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil A SAFEbulitCompany DATE: jlT-2019— U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: BOi9OI6OiiIJ C1TIJ PROJECT ADDRESS: 2668 Gateway Rd. PROJECT NAME: Wood Ranch TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Nina Raey EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Nina Raey Telephone #: 714-227-5223 Date contacted: (by: ) Email: ninarsi-group.com Mail Telephone Fax In Person LI REMARKS: By: Kurt Culver Enclosures: EsGil 4/11/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0 160 April 22, 2019 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0160 OCCUPANCY: A2 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: To be determined SPRINKLERS?: Yes REMARKS: JURISDICTION: Carlsbad USE: Restaurant ACTUAL AREA: 2950 STORIES: 1 HEIGHT: n/c OCCUPANT LOAD: -143 DATE PLANS RECEIVED BY JURISDICTION: 4/10/19 DATE INITIAL PLAN REVIEW COMPLETED: April 22, 2019 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/11/19 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2019-0 160 April 22, 2019 [DO NOT PAY — THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0160 PREPARED BY: Kurt Culver DATE: April 22, 2019 BUILDING ADDRESS: 2668 Gateway Rd. BUILDING OCCUPANCY: A2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 233,097 Air Conditioning Fire Sprinklers TOTAL VALUE 233,097 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee [j 1997 UBC Plan Check Fee [j Type of Review: El Complete Review 0 Structural Only E] Repetitive Fee I.:!:] Repeats 0 Other Hourly __Hr. @ * EsGil Fee I $672.071 Comments: Sheet 1 of 1 Carlsbad CBC20 19-0160 April 22, 2019 GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 2. Each sheet of the plans must be signed by the person responsible for their preparation. California State Law. 3. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. 4. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. IEBC Section 407. Please provide complete details to show the building will comply. a) Either provide evidence that the original building was permitted with the A2 use, or provide an allowable floor area analysis for the entire building. 5. Provide skylight details to show compliance with Sections 2606.5 and 2404, or specify on the plans the following information for the skylight(s): Manufacturer's name and Model name/number. ICC approval number, or equal. 6. New doors are being provided at the storefront system (or doors are being relocated): Please show that the glass within 24" of the doors will have tempered glazing. Carlsbad CBC2019-0160 April 22, 2019 Show a level area, or landing, per Section 11 B-404.2.4: a) ~48" in the direction opposite the door swing. VESTIBULE 107 IS TOO NARROW. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 B-605: a) 230" x 48" clear floor space is provided in front of the accessible urinal. i) 36"x48" clear floor space when the urinal is located in an alcove that exceeds 24" in depth, per section IIB-305.7.1. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. Carlsbad CBC20 19-0 160 April 22, 2019 Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0.125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Showerheads 1.8 gpm @ 80 psi Lavatory faucets- nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. Carlsbad CBC20 19-0160 April 22, 2019 ADDITIONAL Why are Rooms 120 and 121 labeled as "dining"? See below for MEP corrections. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. Please show the slopes for all horizontal waste pipes within the plumbing plans on sheet P3.0. Note: All waste pipes that are smaller than 4" must have a minimum slope of 2%. Please show on the plans. CPC 708.1 Sheet P2.2 only shows x2 vents up through the roof yet the risers on sheet P3.0 appears to show x5 vents up through the roof. Please address. Please review the prosed vent sizing for the sanitary waste lines and the grease waste lines. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross- sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross-sectional area of a 4" diameter waste pipe is 12.57". The cross-sectional area of 2" diameter vent pipe is 3.14". CMC 904.1 Cleanouts are required to be installed above (not below) all urinals. Please address. CPC 707.4 Carlsbad CBC2019-0 160 April 22, 2019 Please provide a trap primer connection to all floor drains on sheet P2.1. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. Note: An approved pressure regulator is required where the static water pressure from the water supply piping exceeds 80 psi. Please address. CPC 608.2 All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 All domestic hot water piping to have the following minimum insulation installed: 1,4" pipe (1/2" insulation); 3/4" pipe (1" insulation); 1"-1 1/2" pipe (1 ½" insulation). CPC 609.11 & ES 150.00) Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1212.8. Provide the following information concerning the water heater: Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 Gravity vent water heaters may not be installed in the same area with air moving equipment (clothes dryers). Please address. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Per City of Carlsbad, roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Please specify why the MAU have a water connection if they are only to be used for make-up air for the type I exhaust hoods and not for air conditioning. Please place the required hood fire suppression systems within the deferred items on the title sheet. Specify compliance with CIVIC 603.4.1 for length limitations for factory made flexible air ducts (5') and use (not to be used for rigid elbows or fittings). Carlsbad CBC2019-0 160 April 22, 2019 16. For the walk-in cooler and freezer, please address the following items: Clearly specify in the plans the location of the compressors. Note: If they are to be installed indoors, more comments may follow regarding the refrigerant machinery room. Please provide calculations that show compliance with CMC 1104.2 "Refrigerant Concentration Limit" for the worst-case concentration/area scenario (i.e. please see CMC Table 1102.2 for allowable quantities). 17. Complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II are required. Please address the following. On sheet M2.0, please show the size of all grease ducts. Provide exhaust sizing calculations for kitchen hoods. CMC 508.10.1.1 Sheet A4.0 appears to show no ceiling above the x3 grease exhaust hoods yet detail N on sheet M3.1 shows a drywall ceiling. Please address. Within the architectural plans, describe the wall construction behind the hood in detail. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans' 507.3 18. Regarding required cleanouts for horizontal and vertical grease ducts, please address the following items per CMC 510.3.3: Please show a cleanout out at any change in direction for all horizontal grease ducts on sheet M2.0. Horizontal ducts require at least one 20" X 20" opening for personnel entry. Please address. Note: If access sizing (20" X 20") is not possible, cleanouts are required to be installed every 12'. If the duct is not accessible from a 10' stepladder, a platform is required. Please detail. CMC 510.3.3.2 Vertical grease ducts require an access at the top. Please detail. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad CBC20 19-0160 April 22, 2019 ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 19. Please Include the following information on single line diagram: Clarify the transformer ground electrode system description to be specifically the nearest cold water pipe or structural steel. CEC 250.30(A) (4) Clarify note 2. If the voltage drop and short circuit calculations (if one value increases the other always decreases) are based on a wire length then this note may be confusing. Please ensure panel "KA" has code compliant clearance between the 150 KVA transformer and fixed storage table shown in this storage room. CEC 110.26. Please detail the transformer compliance with CEC 450.21(B). Include specific dimensions and clearances from walls. Panelboards located on the secondary side of transformers require "Main" protection. Plese provide within 25' of the transformer. CEC 408.36 Provide ventilation for the rooms containing transformers such as the I 5OKVA inside a storage room. CEC 450.9 Egress (emergency back-up) lighting is required for exterior landings of required exit doors/exterior stairways located at other than the level of exit discharge. Please add to the plans. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Rooftop HP unit values do not match schedule on plans. Please correct. Please correct the lighting energy forms to match lighting plans. I.e., track lighting is shown with (3) tracks while (6) shown on plans. Local control of lighting must be in the same room or area and controlled by a readily accessible switch. Different lighting systems (general, display,track, etc). shall be separately controlled from one another. Carlsbad CBC2019-0160 April 22, 2019 Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. Automatic time switch control requires a 2 hour override. ES 130.1(c) Lighting installed in corridors and stairwells shall be controlled by occupant sensing controls that separately reduce the lighting power by at least 50% when the space is unoccupied. ES 130.1c (6) C. Generally, automatic daylighting control with multilevel lighting ability is required for general lighting in daylit zones. Please provide the locations and control design. ES 130.1(d) Be sure to review the following two exceptions for project applicability: . Rooms that do not require automatic daylighting: Rooms with no more than 120 watts of lighting in the skylit and primary sidelit zones combined. Rooms with less than 24 square feet of glazing. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti mbeheshticesqil.com OR at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. End SAN DIEGO REGIONAL I OFFICE USE ONLY I.! I HAZARDOUS MATERIALS RECORD ID #________________________________ PLAN CHECK#CC2oI—OJ (O QUESTIONNAIRE I BP DATE I I Business Name Business Contact Telephone # Wood Ranch RSI Group 714-227-5223 Project Address City State Zip Code I APN# 2668 Gateway Road, Suite 170 Carlsbad CA 92009 I 2132622100 Mailing Address City State Zip Code I Plan File# 3187 Airway Ave, Suite A Costa Mesa CA 92626 Project Contact Applicant E-mail Telephone # Nina Raey nina@rsi-group.com 714-227-5223 The following questions represent the facility's activities, NOT me specific project aescruption. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. alth zards Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials 1 . None of The Flammable Solids 8. Unstable Reactives 12. Radioactives f the answer to any Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 II Is your business listed on the reverse side of this form? (check all that apply). 0 [D Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 JK1 Will your business use an existing or install an underground storage tank? 0 1 Will your business store or handle Regulated Substances (CalARP)? 0 1 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CalARP Required Date Initials E] CaIARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcompsdcounty.ca.ciov (858) 586-2650). [*No stamp required if 01 Yes and 03 Yes and 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 0 El Will the project disturb 160 square feet or more of existing building materials? 0 El Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 J Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.odf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: rep-P I t s1,9'e9 if I declare under penalty of peury that to the best of my knowledge and belief t rponses made heiiYaI Nina Raey O Owner or Authorized FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: I / 4 /9 /20 EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or upaating a Hazaraous materials business man. utner permitting requirements may stuui apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division "pa coO tb/A QlA COUMP ELISE ROTHSCHILD 10/1, ~9A .of Director .Ite:,O ERT Assistant lretor DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1(800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: WR KITCHEN & BAR DATE: 5/30/19 SITE: 2668 GATEWAY RD # 170 CARLSBAD 92009 Pc #: DEH20I9-FFPP-011145 BUSINESS OWNER: SAA Plans are approved contingent upon the following: 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void._______ —-a- 3) Obtain local Building Department and all-applicable agencies pera4approvals PRIOR.TO FINAL INSPECTION AND 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, email cd'.te nnnti 'dcounty cj to schedule an inspection In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed Y2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope V4" per foot, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lines shall not intersect walkways or door ways. C. No condensate drainage of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. - Floor surfaces must be sloped 1:50 to required floor drains. - Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall b6 mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. - 7) All equipment is to be in place and functional. At the time when the final inspection is requested, the facility shall have'all utilities operational and all refrigeration shall have an ambient air temperature of 38'F or below and shall be equipped with a thermometer accurate to -i-I- TF in the warmest section of the unit. - 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. 9)AN AIR ÜLWCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATION 11607M 10) ANY FOOD PROCESSING AREAS MUST BE COMPLETELY ENCLOSED OPERABLE W1NIÔWS MOVEABLE Plans reviewed by: Celeste Penn, REHS EMAIL fIueasdcountv Ca gov T LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE INSPECTIONS A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" WR Kitchen & Bar @ The Square at Bressi Ranch, 2668 Gateway Road, Suite 170 in Carlsbad, CA 92009 Section 019113- Commissioning Specification: Commissioning Commissioning for the project shall be completed to all applicable local, state, and federal building and energy codes. Commissioning Requirements shall include the following items: JUN '° 2019 019113 01 Review of Owner's Project Requirements (OPR). The OPR shall contain OF c expectations and requirements of the building before the design phase of the proje?tIgIiIs VISION 019113 02 Review of Basis of Design (BOD). The BOD explains how the building system(s) will meet OPR specifications. 019113 03 Design Review. A thorough review of design and construction documents will take place prior to construction. 019113 04 Commissioning (Cx) Plan. The Cx plan shall document how the project will be commissioned including the HVAC Systems, Lighting Control Systems, Domestic Hot Water Systems and Renewable Energy Systems (rooftop PV installation) as applicable. 019113 05 Submittals. All pertinent project submittals including mechanical, electrical, plumbing and/or pertinent to commissioned systems outlined in 019113 04 shall be provided to CxA. 019113 06 Documentation of Completed Pre Functional Checklists. Pre Functional Checklists shall be completed by appropriate contractor to ensure proper installation of system components in accordance with the approved plans and specifications. 019113 07 Functional Performance Testing. Functional Performance Testing shall be completed to ensure proper operation of system components and system to system interface in accordance with the approved plans and specifications. 019113 08 Documentation and Training. A System Manual shall be provided containing operation aspects of the building for systems listed above. Documentation shall be included showing proper training of building and/or maintenance staff has been provided by appropriate party for each equipment and/or system. 019113 09 Commissioning Report. A Cx report will be provided and shall document the processes and activities throughout the Cx phase of the project. Specification 019113 Healthy Buildings June 2019 Commissioning Requirements e6cLc .-o,(.O Lity of Carlsbad Print Date: 10/29/2019 Permit No: PREV2019-0163 Job Address: 2668 Gateway Rd, 170 Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status:' Closed - Finaled Parcel No: 2132622100 Lot U: Applied: 08/16/2019 Valuation: $ 0.00 Reference U: DEV12023 Issued: 10/08/2019 Occupancy Group: A-2 Construction Type V-B Permit 10/29/2019 Finaled: U Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: CBC2019-0160 Final Plan Check U: Inspection: Project Title: UPTOWN BRESSI RANCH Description: WOOD RANCH BBQ: CHANGES TO PATIO AND EXTERIOR ELEVATIONS/I CHANGE TO PLUMBING// ADD WATERSOFTENE Applicant: Owner: NINA RAEY SHEA PROPERTIES MANAGEMENT CO INC 3187 Airway Ave, A Costa Mesa, CA 92626-4603 130 Vantis Dr, 200 714-227-5223 Aliso Viejo, CA 92656-2691 949-389-7000 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $525.00 Total Fees: $ 560.00 Total Payments To Date: $ 560.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-662-8560 f I www.carlsbadca.gov LINo PLAN CHECK REVISION OR Development Services ("City of bEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov re,mft- cc,2o)ct ,o)o Original Plan Check Number Zi 3 24 2. Plan Revision Number PflfJJ2(19 -ôi 2 ,4,g &#)A es. r- 1 Project Address 70 General Scope of Revision/Deferred Submittal: trJe.o-c /-/i'o CONTACT INFORMATION: Name PfM p 6wfl 10k. Phone (2..(D) 2'lO81(pFax Address TL T)'- City Zip q /s6' Email Address reI.t_mHkkeJ/poJA'c.&o Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: PqPlans Calculations LI Soils LI Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown wfo oJ% cs- cpl.o_Az, I_;ft V.0 Øt _Ci'44_41,_'4t-_4i'o _ 4uij 41 : k_P11)1Jr PO Does this revision, in any way, alter the exterior of the qrogect-7 Yes o Does this revision add ANY new floor area(s)? Yes F] No Does this revision affect any fire related issues? 'j Yes LI No Mo Is this a comle set? LI Yes M No €csignaturTNAk._ "1 __ Date - 1635 Faraday Avenue, Carlsbad, CA 92008 : 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsCil A SAFEbuiItCompany DATE: 9/23/2019 0 APPLICANT U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0160.REV(PREV2019-0163) SET: II PROJECT ADDRESS: 2668 Gateway Rd. Suite 170 PROJECT NAME: WR Kitchen & Bar Addition & Remodel LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check hst is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Corey Aquila EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Corey Aquila Telephone #: 626-290-9816 ,,-Date cojtacted Q 3-f _ J(by.I Email: coreymitchellgcinc.com Mai)eIePhone Fax In Person JMARKS: 1. The first sheet of the structural calculation shall be signed and#aIeby the engineer; (Mr. Sullaway). 2. The updated structural sheets of the plan (81/2"x all be signed and sealed by the engineer. (Mr. Sullaway) r By: David Yao Enclosures: approved plan EsGil 9/16/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitttompany DATE: 8/27/2019 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0160.REV(PREV2019-03) - PROJECT ADDRESS: 2668 Gateway Rd. Suite 170 PROJECT NAME: WR Kitchen & Bar Addition & Remodel APPLICANT JURIS. TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Corey Aquila EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Corey Aquila Telephone #: 626-290-9816 Date contacted: (by: ) Email: coreymitchellgcinc.com Mail Telephone Fax In Person LI REMARKS: By: David Yao Enclosures: EsGil 8/20/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: CBC2019-0160.REV(PREV2019-0163) JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: add 913 sf covered patio IALLOWABLE FLOOR AREA: ? STORIES: 1 HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 8/16 ESGIL CORPORATION: 8/20/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 8/27/2019 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019- 0160.REV(PREV2019-0163) PREPARED BY: David Yao DATE: 8/27/2019 BUILDING ADDRESS: 2668 Gateway Rd. Suite 170 BUILDING OCCUPANCY: A2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance I Type of Review: El Complete Review E Structural Only Repetitive Fee Repeats Based on hourly rate El Other El Hourly 4 Hrs.@ EsGil Fee $105.00 I $420.001 Comments: Sheet of Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Please clearly specify on the plan this project is for covered patio only. Sec. 107.2. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension covered patio setbacks from property lines, street centerlines, on the site plan. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for the adjacent existing suite: Occupancy Classification(s) What is the occupancy of the adjacent suite? Description of Use What is the use of adjacent suite? Type of Construction what is the type of construction for adjacent suite? VB? Sprinklers: Yes or No Y for the adjacent suite? Floor Area what is the floor area of the adjacent suite? 5. The original approved plan shows the patio area is just slab. The proposed put canvas on top. The patio area become part of the floor area. Provide area analysis to show the entire building (include the adjacent suite) still within the allowable floor area. Table 506.2. Each door/gate in a means of egress from an occupancy of Group A having an occupant load of 50 at patio shall not be provided with a latch or lock unless it is panic hardware. Section 1010.1.10. Please specify the gate size and hardware from the patio to exterior on the plan. Section 101 0.1.1. Exit signs are required whenever two exits are required. Show all required exit sign locations for the covered patio. Section 1013.1. A tactile sign stating "EXIT" and complying with ICC Al 17.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. Provide information to show the canvas is State of California Fire Marshal approved material. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) . Wind load. The following information should be provided, (Section 1603.1.4) Ultimate Wind speed (3-second gust), mph, and nominal design wind speed Risk category Wind exposure Applicable internal pressure coefficient Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional) The plans shall indicate that special inspection will be provided for the following work. (Section 107.2) a) Expansion anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. Provide ICC approval number or equal for the anchor to existing CMU wall. Special inspection required? Provide information to show all the trusses were fabric in the ICC approved fabricator. Or any other approval. The design engineer should approval the truss design package by others. Page 17 of the RISA run shows member 856A code check 1.1. O.K.? The RISA run for LRFD Steel Code Checks appears to not include the columns (6x6x3116). Provide calculation to show the column is adequate to support the design load. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: IJ Yes 0 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. . : -- ; R13 IM&n — q_____________ ! ii' r1q1 INS _________ -. I iIIIk !.I. Uitfli " IIh1J1! lidiii 1I U iinI!ll ' . _ _ IHliuIIIII!HIIPIIiflhIPIHI!:iIHH' I ••U•U•UU••l••••S.dUU.•U Uu•u•u•••ii. JlI •Ai .LIrA iI NEW &NIIINU I ma ala PAGE: 2 OF 12 V2 WOOD RANCH BBQ 9-19-19 2668 GATEWAY RD STE. 170 BASIC WIND SPEED (3 SECOND GUST) CARLSBAD, CA 92009 PRELIMINARY LAYOUT ULTIMATE DESIGN WIND SPEED: 110MPH NOMINAL DESIGN WIND SPEED: 85MPH DIMENSIONS RISK CATEGORY II ROOF LIVE LOAD: 20 PSF UPDATES NOTED IN RED 8-1 FRAME 065 x 1" xl" .065 X 1 1/2" x 1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK 19'-1 10' 18' DON BELL DRAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 N@MYSHADYDESIGNS.NET F. ca ix 4588 ?<rn PAGE: 3 OF 12V2 9-19-19 FRAME 065 x 1" xl" .065 x 1 1/2" x 1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK WOOD RANCH BBQ 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 PRELIMINARY LAYOUT TRUSS LOCATION UPDATES NOTED IN RED ITRUSS: F ) I PLACE DETAIL: 7 TRUSS TO UPRIGHT ' CiVit TRUSS: D SIZE VERIES CROSS TRUSS PLACES MIN I 9111L—T---J TRUSS: E 2 PLACES D ETAI L:2 TRUSS TRUSS: D I IDETA -IL :6 7 PLACES I DETAIL:1 DETAIL:6 TRUSS: A 1L:2 TRUSS: G ITRUSS: Bt ITRUSS:CI I DETAIL:2T DETAIL:1 11-211 FRONT TRUSS TYP. DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET 6" x 6" 11'-4" UPRIGHTS 10 PLACES CROSS TRUSS FOR DROP CURTAINS PAGE: 4 OF 12 V2 WOOD RANCH BBQ UPDATES NOTED IN RED 9-19-19 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 h 1/2" SQ. CONTINUOUS LEFT END PERSPECTIVE TYP. ALL SECTIONS I HEAVY DUTY Z-BRACKETS 2-0. O.C. ANCHOR W/ 5/16" x 3" LAG BOLTS (2 EACH) DETAIL: 3 ALONG BACK-BAR TYP. ALL SECTIONS INTO BACKING IDETAIL:61 START OF CURVED TRUSS SIMILAR DESIGN ETC. I DETAIL: 5 I TRUSS: B DETAIL:2 TYP. AT TRUSS: THROUGH BOLT A TO B, B TO C (3 BOLTS EA. SIDE), +1-1 0'-3" AFFI FRONT TRUSS SPLICE C TO FRONT TRUSS (2 BOLTS) 5/16". BOLTS (3) FRAME 065 x 1" xl" .065x1 1/2"x1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK DON BELL MORAN CANVAS PRODJJICTS 8135 CENTER LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET CROSS 04 TRUSS GALV. TUBING WIDTHS VARY 48j. 065 x 1 1/2" x 1 1/2" C8 '> CIVIL \ç0Q DROP CURTAIN CROSS TRUSS 4 o pc " WIDTHS VARY .065x1"xl GALV. TUBING] PAGE: 5 OF 12 V2 h 1/2" SQ. CONTINUOUS WOOD RANCH BBQ UPDATES NOTED IN RED 9-19-19 TYP. ALL SECTIONSJ 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 PRELIMINARY LAYOUT 0 DETAIL 3 TRUSS G CENTER SECTION HEAVY DUTY Z-BRACKETS PERSPECTIVE 2'-0. 0.C. ANCHOR W/ 5/16" x 3" LAG BOLTS (2 EACH) ALONG BACK-BAR TYP. ALL SECTIONS INTO BACKING BOLTS TO L.S. F RIGHT SECTION 4'-8" ID -ETA IL:61 DETAIL:1 DETAIL:2 13-2" NT TRUSS DETAIL: 5 I 1/2"VERT. ATTACH TO CROSS TRUSS W/ WELD TABS & 5/16" BOLTS SIMILAR TO DETAIL: I +/-10'-3" AFF CROSS TRUSS WIDTHS VARY 1.065 x 1 1/2" x I 1/2"l GALV. TUBING P CURTAIN CROSS TRUSS .065 x 1" x 1" GALV. TUBING DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET BASIC WIND SPEED (3 SECOND GUST) ULTIMATE DESIGN WIND SPEED: 110MPH NOMINAL DESIGN WIND SPEED: 85MPH RISK CATEGORY II - ROOF LIVE LOAD: 20 PSF FRAME: .065 x 1" xl" .065 x 1 1/2" x 1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK IDETAIL:21 CROSS TRUSS WIDTHS VARY — --- 4 to PAGE: 6 OF 12 V2 WOOD RANCH BBQ UPDATES NOTED IN RED 9-19-19 2668 GATEWAY RD STE. 170 '1 CARLSBAD, CA 92009 BASIC WIND SPEED (3 SECOND GUST) RIGHT END PERSPECTIVE ULTIMATE DESIGN WIND SPEED: 110MPH HEAVY DUTY Z—BRACKETS NOMINAL DESIGN WIND SPEED: 85MPH 2'-0. O.C. ANCHOR W/ 5/16" x 3" LAG BOLTS (2 EACH) RISK CATEGORY II ALONG BACK—BAR TYP. ALL SECTIONS\, ROOF LIVE LOAD: 20 PSF TRUSS: D BOLTS TO R.S. OF CENTER SECTION 11-211 FRONT TRUSS IL IDETAIL:11 +/-10'-3"AFF 111/2" SQ. CONTINUOUS L TYP. ALL SECTIONS IDETAIL:61 DETAIL: 5 31-019 41 I DETAIL: 3 I 16'-6" PROJ. DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET DROP CURTAIN CROSS TRUSS WIDTHS VARY j F.-065 _ 8" I .065 x 1" x 1" I I GALV. TUBING I INCLUDED, BUT NOT SHOWN FOR CLARITY FRAME: .065 x 1" xl" .065 x 1 1/2" x 1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK PAGE: 7 OF 12 V2 WOOD RANCH BBQ UPDATES NOTED IN RED 9-19-19 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 57 PRELIMINARY LAYOUT TRUSS: TRUSS LAYOUT ' " I 2.. Ofp CONNECTS CONN E B licit S 8'-lO" FABRIC 588 41 8'-10" LACE BAR * * - TO B .065 x 1" x 1" J '> cIv'_ " / TRUSS: 3'-2 CO~&TS -F TTRUSS i o'-o', 1' 19i0" _____________ 6" TO IL FRONTTRUSS FT TRUSS "D" 7 PLACES PROJECTION VARIES (SEE TRUSS LOCATION PLAN VIEW) .065 x 11/2" x 11/2" I 3'-O" 3. GALV. TUBING TYP. I CONNECTS TO 1'-2" . -----------.. / FRONT TRUSS - - TRUSS: "F" RIGHT SIDE 10'-0" 4'-8" FRAME: .% ', 1 1/12" -/--/'..--------.. 1'-2" CONNECTS GALVANIZED TUBING TO - SEE NOTES FOR SIZES FRONTTRUSS FINISH POWDER COATED 17'6" TRUSS "E" 2 PLACES COLOR: BLACK PAGE: 80F12V2 9-19-19 fl SEE PAGE 11 FOR RETAINING WALL INFO 3/16" x 6" x 6" 11-4" UPRIGHTS 10 PLACES 3/8" x 8" x 12" BASE PLATE WOOD RANCH BBQ 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 PRELIMINARY LAYOUT TRUSS LAYOUT CONTINUED & UPRIGHT INFORMATION UPDATES NOTED IN RED CROSS TRUSS WIDTHS VARY 41 .065x11/2"x 11/211] .065 x 1" x 1" GALV. TUBING DROP CURTAIN CROSS TRUSS ANCHOR TO CMU WALL DEWALT SCREW-BOLT+ 3/8" x 4" 4 PLACES PERIODIC SPECIAL INSPECTION REQUIRED 2 1/2" PLAN ¶TYP. VIEW IU5I FRONT TRUSS FRONT TRUSS 1'-2" RUSS ECTS ) TRUSS DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET FRAME: .065 x 1" xl" .065 x 1 1/2" x 1 1/12" .1875 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK PAGE: 90F 12V2 9-19-19 .065 x 1 1/2" x 1 1/2" GALV. TUBING TYP. WOOD RANCH BBQ DETAIL: 6 2668 GATEWAY RD STE. 170 TYP. AT CROSS TRUSS CARLSBAD, CA 92009 & CURTAIN TRUSS (WI 516" BOLTS) TRUSS CONNECTIONS 1" x 2" VERTICAL AT TRUSSES I (W/ 516" BOLTS) 9 PLACES I DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET PAGE: 10 OF 12 V2 9-19-19 DETAIL:3 TRUSS "D" RAFTERS 6 PLACES WOOD RANCH BBQ 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 WALL BACKING INFORMATION UPDATES NOTED IN RED DETAIL: 5 TRUSS RAFTERS 4 PLACES 2@ 3'-0" TALL 2 4-8" TALL 4"THICK x l'-4" TALL MIN. TYP. DETAIL: 4 WOOD BACKING TRUSS "C" RAFTER SECURED BETWEEN STUDS 1 PLACE I_c_3'-2"_TALL I7 I' J' J' F17 I' 7 7771 WELD TAB NOTE: TRUSS #F & I OF #E WILL BE ON LEFT SIDE AS SHOWN TRUSS #A &IOF#E ON RIGHT SIDE DON BELL MORAN CANVAS PRODUCTS 8135 CENTER ST. LA MESA, CA 91942 619-462-7778 DON@MYSHADYDESIGNS.NET FRAME 060 x 1" xl" .060 x 1 1/2" x 1 1/12" .250 x 6" x 6" GALVANIZED TUBING SEE NOTES FOR SIZES FINISH: POWDER COATED COLOR: BLACK WOOD RANCH BBQ 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 RETAINING WALL DETAILS WAL L!L1[?TJJ - + . GRADING SHEETS LIMIT AND NO. PAGE: II OF 12V2 9-19-19 Am Ow. fv JflEiL *3g. V taW,'f'H DI IW1N 1IUI it-il:.. AL1 OTWfW. Nxff. TP mrm 'r CIP wcr ' r EP1.fiP .II-J eas l • • ,; :I I"s UP9 IN '1101' BIOILTRATION RETANIMG WALLS -. vf!vI _r ,vvDlr!If I '- I 1' IIb' PA 41 ff V. sag .4.. BASIC WIND SPEED (3 SECOND GUST) ULTIMATE DESIGN WINL) SPEED: 110MPH NOMINAL DESIGN WIND SPEED: 85MPH RISK CATEGORY II ROOF LIVE LOAD: 20 PSF PAGE: 12 OF 12 V2 WOOD RANCH BBQ 9-19-19 2668 GATEWAY RD STE. 170 CARLSBAD, CA 92009 PLAN CORRECTIONS ADDRESSED BY MORAN CANVAS & SULLAWAY ENGINEERING #10: CERTIFICATE OF FLAME RETARDANCE CERTIFICATE OF FLAME RETARDANCE ISSUED TO: MORAN CANVAS PROD. CA SISS CENTER STREET t CAL, LA MESA. CA 91042 P.O. No. 363756 NUMBER: 96403 DATE: 811312019 OA.IZOLOI THIS IS A CERTIFICATE OF COMPLIANCE. AMERICAN FLAMECOAT INC. 520 Eagleton Downs Odes O Pinochle, NC 28134 usasoc (;]0: 704.405.2550 F: 704.543.0772 www.amerlcanflamecoat.com NFPA' ally Description of Material, Structure, Etc. 04 YARDS; 6008 SLACK NFPA 701 SMALL SCALE • ASTME.84 CLASS A. FLAME SPREAD: 10, SMOKE DENSITY: 25. CALIFORNIA TITLE 19 section 1237 AND CALIFORNIA TO 117.2013 FOR INTERIOR & OUTDOOR USE and CAN NOT BE WASHED OFF___________ UPPLIES!HANDUNG SHIP VIA UPS TRACKING 123502W1 0370200104 ________ 1111551p1r.4TAInvIROMtlIl:AIIL)vI1 eIl'IRt IiIAIIgw.TetrtDwrrtlnAMtcoAT.v1tihTnox I.XCttiflS - l,IsrEncum$ ANDA Ell TEetEr) IlY Arc .%KIIJOR RI) PARTY IP. 1 tSG LAII. ENGINEERS RESPONSE TO: #'S14117/18119 q i SULLAWAY b R ENGINEERING September S. 2019 Project: Weodranch 880 Project Number: 22743 Response to comments 14.17. 18, and IS., 14.) The ICC report for Dewalt's screw bolt. into masonry Is ICC ESR-4042 17.) Since the failure of the three members are at 10 percent or less. It has been deemed O.K. for this project 16.) The columns are OXSX3II6' Sq. HSS. They are shown In the 5et5 portion of the report, page 150130. Its demand over capacity check Is shown on pg. 240130 10.) This letter has been provided In order to facilitate the review procoss by providing either direct answers to the comments or pointing Out where in the engineering package the comment can boaddressed Mike Sullaway, P.C. BASIC WIND SPEED (3 SECOND GUST) ULTIMATE DESIGN WIND SPEED: 110MPH NOMINAL DESIGN WIND SPEED: 85MPH RISK CATEGORY II ROOF LIVE LOAD: 20 PSF NOTED ON PAGE: 8 SPECIAL INSPECTIONS REQUIRED FOR: CONCRETE ANCHORS (AS NOTED ON PAGE 8) BY OWNERS INSPECTOR .' WELDING INSPECTION BY MORAN CANVAS (PAID BY OWNER) SEE #13 (WELDING INSPECTION) ENGINEER APPROVED AND STAMPED SEE STAMPED ENGINEERING °C198 :'''0; c/ti Carlo I- RECEIVED AUG 162019 CITY OF CARLS8AD BUILDING DIVISION Envelope Only Solution 2 nf 31 Envelope Only Solution 3 of 31 1 0 S U L LA WAY 10815 Rancho Bernardo RD., SD, CA 92127 projectmanagersullawayeng.com b 0 ENGINEERING Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: CHAMPIONS FIELD DATE: 7/11/2018 PROJ. NO.: 18097 ENGINEER: NC CLIENT: CONCEPT 45 V5.0 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 qz = 0.00256 KzKztKdV2 (ASCE eq'n. 27.3-1) qz = 22.38 psf p=qzGC Valence Pressure = I 15.22psf y=0° wind: obs CNW= p= CNL= P Case A -1.06 -20.16 -1.50 -28.53 Case B -1.94 -36.90 -0.68 -12.94 y = 180° wind: obs CNW = p= CNL= P Case A 0.16 3.04 -1.14 -21.69 Case B 1.04 19.78 -0.30 -5.71 Kd = 0.85 (sec. 26.6) Kz = 0.85 (Table 27.3-1) Kzt = 1 (sec. 26.8) V= 110 mph 8= 12.00 Cp = 0.80 (Fig. 27.4-1) G = 0.85 (Sec. 26.9) y=90° CN= p= :5 h Case A -0.8 -15.22 Case B 0.8 15.22 <h,:5 2h Case A -0.6 -11.41 Case B 0.5 9.51 > 2h Case A -0.3 -5.71 Case B 0.3 5.71 4 of 31 q o S U L LA WAY 10815 Rancho Bernardo RD., SD, CA 92127 b 0 ENGINEERING projectmanagersullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: CHAMPIONS FIELD DATE: 7/11/2018 PROJ. NO.: 18097 ENGINEER: NC CLIENT: CONCEPT 45 V5.0 units; pounds, feet unless noted otherwise Reactions on Anchors per RISA (LRFD) X = 4.55 k, N419 MX = 0.008 k-ft 0.10 k-in, N422 Y = 1.16 k, N421 MY = 0.112 k-ft 1.34 k-in, N407 Z = 0.055 k, N419 Loads on Lag Screws: 1= (X/2)+(MY/2") 2.95 k V= (SQRT(YA2+ZA2)/2)+(MX/2"/2) = 0.6042 k Reactions on Anchors per RISA (LRFD) X = 0.963 k, N519A Y= 0.155 k,NS21A Z = 0.290 k, N522A Loads on Lag Screws: T= X/2= 0.482 k V= sq(yA2+zA2)/2= 0.1644k Reactions on Bottom Anchors per RISA (ASD) X = 0.074 k, N501A MX= 0.199 k-ft 2.39 k-in, per N501A Y= 0.335 k, N501A MY= 0.064 k-ft 0.768 k-in, per N501A Z = 0.032 k, N501A MZ = 0.279 k-ft 3.35 k-in, per N501A Loads on 3/8" Screw-bolt + T= (Axial/4)+(y-yM/7"/2)+(z-zM/5"/2) = 0.408 k V = sqrt(Ys2+Zt2)/4)+(Tor/8'u/4) = 0.1535 k T cap = per Hilti specs. = 0.625 k V cap = per Hilti specs. = 0.560 k Combined = 0.9272 <1, ok Check Bending on12X8X3/8" Steel Plate: Fy= 36 ksi 91 = 1.67 Mu= 2*T*arm = 0.531 k-in t= 0.375 in S= (b*tA2)/4 = 0.18 in A3 b = 5.00 in FyS/Q = 3.79 k-in arm = 0.65 in Mu/Mn/ = 0.14 <1, OK 5 of 31 I SULLAWAY I ENGINEERING PROJ. NO.: 22743 CLIENT: MORAN CANVAS PRODUCTS TOP ATTACHMENTS: Phone: 858-312-5150 Fax: DATE: 8/1 ENGINEER: NC FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER W rT2_9_5_0J lb Withdrawal Load DOUGLAS FIR-LARCH A36 i-. CL Z,_604 lb Lateral Load FASTENER DIMENSIONS G 0.5 tm 4 in F 36 ksi Ultimate Strength t _(0.188 in Thickness L 4 in Length into Main MBR 0 90 deg CA D 0.625 in Nominal Diameter UJ w 0 in Washer IMain Member End Grain (x) g 0 i Gap p,,,,, 2.5 in Minimum dowel penetration for lateral loading ENDS 11.1.3.71 p 4 in Actual dowel penetration based on selected dowel length STANDARD HEX LAG SCREWS ENDS Appendix Table 1_21 Dr 0.471 in D 0.25 0.313 0.375 0.44 0.5 0.63 0.75 0.875 1 1.125 1.25 Fb 45000 psi ENDS Table Ii] Dr 0.173 0.227 0.265 0.33 0.371 0.47 0.579 0.683 0.78 0.887 1.012 DOWEL BEARING CALCULATIONS Fe11 5600 psi Dowel bearing strength, perpendicular to grain INDS Table 11.3.2 Footnote 21 Fe,perp 2824.2 psi Dowel bearing strength, parallel to grain ENDS Table 11.3.2 Footnote 2] Fern 2824.2 psi Fe 54000 psi Dowel bearing strength - Hankinson formula (NDS 11.3-111 & Steel ENDS Comm. 121 L. 4 in L5 0.1875 in Dowel bearing length q 1330.2 lbs/in q5 25434 lbs/in Dowel bearing resistance [AWCTechincal Report 121- D,Assumption Mm 783.65 in-lbs M5 783.65 in-lbs Dowel moment resistance based [AWC Technical Report 12] - Dr Assumption YIELD MODE DOWEL EQUATIONS IAWC Technical Report 12 Table 1-11 Irn 1064.2 lb P 5320.8 Rd 5 KD 5.21 0 90 Is 953.78 lb P 4768.9 Rd 5 KD 5.21 K0 1.25 II 487.46 lb P 2193.5 A 2E-04 B 2.094 C -5544.3 Rd 4.5 K0 5.21 IlIrn 609.04 lb P 2436.2 A 2E04 B 2 C 6104.5 Rd 4 KD 5.21 lll 374.74 lb P 1499 A 4E-04 B 0.094 C -1007.2 Rd 4 K0 5.21 IV 497.65 lb P 1990.6 A 4E-04 B 0 C -1567.3 Rd 4 KD 5.21 Z 374.74 lb Ref Value Adjustment Factors ENDS Table 10.3.11 Z' 809.45 lb Adj Value CM I Ct I C0 I C4 I Cd I Ceg I C1 I Cd1 I C1 I KF 4 A RATIO 0.7462 PASS 1 1 1 1 1 1 1 1 1 .-1 1 1 1 1 1 13.321 0.65 1 1 WITHDRAWAL LOADING ENDS 11.2.11 Adjustment Factors ENDS Table 10.3.11 W 447.34 lb/in Reference Value ENDS 11.2-11 CM Ct I Ceg I KF 1 4 A W' 966.25 lb/in Adj Value 1 1 1 1 13.321 0.65 1 Ps,req 3.053 in Required thread penetration for withdrawal p1, 3.125 in -->Rounded up to nearest 1/8 Pt.ovrl I Override for additional thread penetration P5,sei 4.000 in COMBINED LATERAL AND WITHDRAWAL LOADING ENDS 11.4.11 a 1.3688 rad = 78.43 deg Z' 3011.2 lb ze' 3355.4 lb Based on Pisel RATIO 0.8974 PASS 6 of 31 fl SULLAWAY 110 U ENGINEERING PROJ. NO.: 22743 CLIENT: MORAN CANVAS PRODUCTS TOP ATTACHMENTS: Z-CLIPS projectmanager@su Phone: 858-312-5150 Fax: ENGINEER: NC FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER W,,r--48-21 lb Withdrawal Load DOUGLAS FIR-LARCH A36 i-. Z, 16-411 b Lateral Load G 0.5 FASTENER DIMENSIONS trn 4 in F0 36 ksi Ultimate Strength t5__0.188 in Thickness L 3 in Length into Main MBR 0 90 deg D 0.313 in Nominal Diameter w 0 in Washer I IMain Member End Grain (x) g Din Gap Prnin 1.25 in Minimum dowel penetration for lateral loading ENDS 11.1.3.71 p 3 in Actual dowel penetration based on selected dowel length STANDARD HEX LAG SCREWS ENDS Appendix Table L21 D, 0.227 in D 0.25 0.313 0.375 0.44 0.5 0.63 0.75 0.875 1 1.125 1.25 Fb 60000 psi INDS Table I1] Dr 0.173 0.227 0.265 0.33 0.371 0.47 0.579 0.683 0.78 0.887 1.012 DOWEL BEARING CALCULATIONS F011 5600 psi Dowel bearing strength, perpendicular to grain ENDS Table 11.3.2 Footnote 21 Fe.perp 3994 psi Dowel bearing strength, parallel to grain ENDS Table 11.3.2 Footnote 21 Fern 3994 psi Fe 54000 psi Dowel bearing strength - Hankinson formula ENDS 11.3-111 & Steel [NDS Comm. 12] Lm 3 in L5 0.1875 in Dowel bearing length q 906.64 lbs/in q 12258 lbs/in Dowel bearing resistance IAWCTechincaI Report 121.- DrAssumption Mrn 116.97 in-lbs M5 116.97 in-lbs Dowel moment resistance based (AWC Technical Report 121 - Dr Assumption YIELD MODE DOWEL EQUATIONS [AWC Technical Report 12 Table 1-1] Irn 785.54 lb P 2719.9 Rd 3.463 KD 2.77 0 90 I 663.79 lb P 2298.4 Rd 3.463 K0 2.77 K0 1.25 II 322.34 lb P 1116.1 A 3E-04 B 1.594 C -2147.7 Rd 3.463 K0 2.77 IlIrn 333.85 lb P 1156 A 3E04 B 1.5 C -2156.9 Rd 3.463 K0 2.77 III 158.91 lb P 550.21 A 6E-04 B 0.094 C -224.71 Rd 3.463 K0 2.77 IV 181.51 lb P 628.48 A 6E-04 B 0 C -233.94 Rd 3.463 KD 2.77 Z 158.91 lb Ref Value Adjustment Factors ENDS Table 10.3.1] Z' 343.24 lb Adj Value CM C1 C0 C6 I Cd I Ceg I Ct I Cdi I C0 I KF 4) A RATIO 0.4778 PASS 1 1 1 1 [."I 1 ..-"] 1 1 1 13.321 0.65 1 1 WITHDRAWAL LOADING ENDS 11.2.11 Adjustment Factors ENDS Table 10.3.11 W 265.99 IbAn Reference Value ENDS 11.2-11 CM C Ceg I KF 1 4) W' 574.54 lb/in Adj Value 1 1 1 1 13.321 0.65 1 1 Pt,req 0.8389 in Required thread penetration for withdrawal Pt,req0.875 in -->Rounded up to nearest 1/8" Pt,00rl I Override for additional thread penetration Pt.ei 4.000 in COMBINED LATERAL AND WITHDRAWAL LOADING ENDS 11.4.11 a 1.2428 rad = 71.21 deg Z' 509.14 lb 4' 1444.5 lb Based on Pisel RATIO 0.3525 PASS 7 of 31 4H .4. 21 psf! \'r 9 d' ... \\ .. 21.69 .... .... .. ..... SI •:..; PS -21.69ps 3.04ps Loads: BLC 4, W3 Envelope Only Solution - 8 8 ee 8 8 8 8 69ps I I 2i9f1 - Loads: BLC 5, W4 Envelope Only Solution 6 8 88 8 8 8 : I -5.71 -5.7lps 9 of 31 ey z x II $ØP .IIs 15 psf1l 15.22 22 s 1522p .22ps Loads: BLC 6, W5 Envelope Only Solution 8 8 8 8 8 8 8 8 8 k C C : - 10 of 31 Loads: BLC 8, RLL Envelope Only Solution 12 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC . 4:16 PM Job Number : 22743 Checked By: MFS 111RISA Model Name : WOOD RANCH BBQ REACTIONS ON Z-CLIPS @ 24" O.C. Envelope Joint Reactions Joint X Fk1 LC V Fk1 LC 7 Iki I ( my Fk-ftl I r MY (kft1 I ( M7 rk..ftl I I N522A max .074 20 .122 15 .029 18 0 1 0 1 0 1 2 mm -.16 15 -.142 18 -.022 . 15 0 1 0 1 0 1 3 N513B max .044 . 20 .053 15 .028 15 0 1 0 1 0 1 mm -.078 13 -.056 18 -.018 20 0 1 0 1 0 I 5 N519A max .677 20 .041 15 .015 20 0 1 0 1 0 1 6 1 mm -.96315 -.025 20 -.019150 1 0 .1 0 1 7 N524A max .392 20 .111 115 .013 - 18 0 1 0 1 0 1 8 mm -.90115 -.091 118 -.019 15 .0 1 . 0 .I .. 0 1 9 N515A max .167 20 .037 . 15 ..012 15 0 1 0 1 0 1 10 mm -.261 15 -.037 118 -.008 20 - 0 1 . 0 1 . 0 1 11 N521A max .006 20 .132 15 .009 18 0 1 0 1 0 1 12 mm -.04 13 -.155 18 -.007 . .0 1 0 1 0 1 13 N526A max .372 20 .036 15 .007 13 0 1 0 1 0 1 14 mm -.712 15 -.015 20 -.001 20 . 0 1 0 1 0 1 15 N518A max .02420 .043.. 115 .007 180 1 0 . 1 1 0 1 16 mm -.042 15 1 -.047 118 -.006 15 0 1 0 1 0 1 17 N516C max .047 20 .047 15 1 .006 15 0 1 .1 0 1 0 1 18 rnmn -.076 15 -.051 18 -.004 201 0 1 .1 .0 .. 1 0 1 19 N523A max .019 15 .126 15 0 18 0 1 j 0 1 0 1 20 mm -.018 20 -.147 18 0 15 0 1 1 0 1 1 0 1 21 N514B max .081 15 .07 15 .0 . 15 0 . 1 j .0 0 1 22 mm -.055 20 -.08 18 0 20 0 1 1 0 .1 1 0 1 23 N520A - max .066 15 .087 15 0 15 0 1 .0 . . .1 . 0 1 24 ___ mm -.047 20 -.1 18 0 201 0 1 0 1 0 1 25 N525A max .056 15 .046 15 -0 . 15 0 1 0 . 1 0 1 26 ma1 -.03 20 -.05 1 18 0 20 0 _1_ 0 _1 - 0 .L. 27 N517C max 1 .046 Ign 15 .071 115 1 0 . 15 0 1 0 1 .0 . I 28 mm -.034 -.081 18 0 20 0 ....j..1 0 1 j...... 0 . 1_1_ RISA-313 Version 16.0.0 [C:...\ ... \ ... \ ... \22700\22743\22743-RISA-III-rotated.r3d] Page 2 13 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:08 PM SA Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ REACTIONS ON DETAILS 3,4, AND 5 Envelope Joint Reactions Joint X Fk1 LC Y Fk1 LC Z Fk1 LC MX Fk-ffl LC MY Fk-ffl L( M7 Fk-ftl I 1_ N407 I max 1.778 20 329 15 004 20 002 20 076 20 0 1 2 mm -2.525 15 -.224 20 -.006 15 -.002 15 -.112 150 3 N410 max .301 20 .275 15 .006 14 0 18 .088 15 0 4 min -71 13 -.151 20 -.007 19 0 ....L.. -.052 .20.. 0 _1 - 5 N423 max 2.309 20 .545 15 1 .005 20 .001 20 .041 15 0 1 6 1 mm -3.529 15 -.346 20 -.009 15 -.002 15 -.027 20 0 7N419 max 2.788 20 .813 15.034 20 0 21 .022 20 0 1 1 8 mm -4.553 15 -.486 20 -.055 15 -.005 12 1 -.037 15 0 1 1 9 N421 max 4.824 15 1.159 15 .016 13 .004 20 .035 15 0 1 10 __ mm -3.021 20 -.723 20 0 3 -.006 1 15 -.024 18 0 1 - 1 N420 max .626 20 .214 15 0 3 .003 jQ .033 j 0 _1 - 12 mm -1.042 15 -.125 20 -.009 13 -.005 15 -.02 20 .. 0 13 N409 max 1 .257 20 .188 15 .012 9 .001 18.009 20 0 _1_ 4 - rn!n -.614 j.. -.083 20 -.011 j -.002 j -.032 ...9.....1 0 _1 - -15 N422 max .921 15 .689 1 15 .02 .i .004 ..20 .024 18 0 _1_ 16 min -.589 20 -.418 120 -.016 18 -.008 J.& -.028 Ji. 0 1_1 - L - N417 max 1.567 j.. .152 1 15. .011 j .004 j. .014 21 0 _1_ L mm -723 20 -187 18 -009 2.1 -005 18 -019 1.4... 0 _1_ 9.. - N408 rn .649 2.0 .208 .j .03 .i .005 j .005 .20 0 _1 20 - mm -1.436 15 -.109 20 -.037 18 -.005 15 1 -.018 1 9 0 1 21 N424 max 4.089 15 .091 15 .014 20 0 20 .016 1 15 0 1 22 jn -2.791 .Q. 1 -.261 1 j.. -.019 i -.002 j. -.01 1 .20... 0 _1 - 23 N139A max 1.47 15 .236 15 1 .006 9 .003 20 .01 19 0 1 24 mm -.813 20 -.137 18 -.001 18 -.005 15 -.014 14 0 1 1 25 N416 max 1.618 15 .184 1 15 .007 20 .002 20 .008 21 0 1 1 26 1 min 1 -.745 20. -.099. 20. - 01 i -.004 fl -.011 1.4... 0 _1 - 27 N415 max 1 3.829 15 .467 15 .018 13 .006 20 0 20 0 1 28 jng. 2 756 20 -.329 20. -.011 -.007 113... -.009 L.. 0 L.. RISA-31D Version 16.0.0 [CA ... \ ... \ ... \ ... \22700\22743\22743-RISA-III-rotated.r3d] Page 1 14 of 31 Company : MORAN CANVAS PRODUCTS . Aug 13, 2019 Designer : NC 3:47 PM Job Number : 22743 Checked By: MFS 111RISA Model Name : WOOD RANCH BBQ ASD REACTIONS ON VERTICAL POSTS Envelope Joint Reactions -- Joint X Fk1 LC V Fk1 LC Z Fk1 LC MX Fk-ffl LC MY lk-ftl I ( M7 Fkft1 I r I N501A max I 074 7 1 1.431 7 1 .012 20 .155 20 -!-I!.L-L!J_ 1 .064 . 19 .105 20 2 min -.028 201 -.335 2 -.032 19 -.199 JL1 041 ..2.. -.279 1 L. 3 N506 max .02 7 .569 7 1 .019 20 .206 20 1 0 19 .054 20 min -.008 20 093 120 - 008 19 -.088 j.1 008 20 -.142 .L.. 5 N504 max .018 20 .828 9 .005 1 .043 jQ .014 9 .12 .9 injo -.029 ..L -.016 -.002 19 -.039 ii -.005 1 18 1 .071 20.. RISA-31D Version 16.0.0 [CA ... \ ... ... \ ... 227O0\22743\22743-RlSA-III-rotated-ASD.r3d] Page 1 15 of 31 IIiiii1i Company : MORAN CANVAS PRODUCTS Designer : NC Job Number : 22743 Mode' Name : WOOD RANCH BBQ Aug 13, 2019 3:48 PM Checked By: MFS Basic Load Cases RI ( flog'rinfinn ('iforinr, Y (riuitu V (ruih, 7 (ruih, .Inirit Pnint flktrih,it Arô(Mc Siirfal DL DL .L. WI WL 13 _ W2 WL 13 W3 ...-. WL .... . .. -. 18 _. W4 WL j . 18 W5 WL I 18 7 W6 WL 18 RLL RLL 18 10 BLC 8 Transient Ar...1 None 523 11 BLC 4 Transient Ar... None 1569 12 IBLC 5 Transient Ar... None 1569 13 IBLC6 Transient Ar... None 1569 14 IBLC 7 Transient Ar... None 1569. Load Combinations flrt,rn Q^ DflQIf Q Al r ro P r RI ( Part RI ( r4 RI r. Parf RI (. Part RI ( r* RI ( rt RI ( Fart RI ( Frt III EuUflflflfl •• EF1IUflflh1flII RISA-30 Version 16.0.0 [CA ... \ ... \ ... ... \2270022743\22743-RISA-III-rotated-ASD.r3d] Page 2 16 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS IIIRISA Model Name : WOOD RANCH BBQ Hot Rolled Steel Properties I ahal ri&i t FIc,1 Kin Than,, 1l fl,nik,FfrIf+ v;I,1rL-;1 D, ..ri,..;1 Of A992 .29000 11154 .3 .65 .49 50 1.1 65 ..1.1 A36 G36 1 29000 1 11154 .3 .65 .49 36 - _1,.5_ 58 _12_ _L A572 Gr.50 1 29000 1 11154 .3 .65 .49 50 1.1 65 1.1 4._ A500 Gr.B RND 29000 11154 .3 .65 .527 42. _ij_ 58 1._ 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 1 46 14 58 1.3 L.I A53 Gr.B 29000 11154 .3 1 .65 1 .49 1 35 1_1_. 60 1.2 A1085 29000 11154 .3 1 .65 1 _49 1 50 1 1.4 1_5 t_1_ Hot Rolled Steel Section Sets I Qk.,,. .. I D A r;..31 I.... rA1 I-... 1....AI I rI...A1 1 1.5X1.5 1.5X1.5X0.065 I Beam Spuarelube !A500 Gr.B Rect Tvical .373 1 .128 .128 I .192 lxi 1x1x0.065 I Beam SquareTube IA500 Gr.B Rect Typical .243 .036 .036 I .053 _.L 1X2 2x1x0.065 I Beam ScivareTube IA500 Gr.B Rect Typical .373 .064 .193 I .148 _4_. 6x6 HSS6x6x4 I Beam SpuareTube IA500 Gr.B Rect Typical 5.24 28.6 28.6 I 45.6 Bask Load Cases RI r flc,'rinfirn rafannni V (ruih, V r2rnwihi 7 (uih, Ininf Dninf flifrihnt A,IFtA DL DL -1 _.2_. WI WL 13 W2 .WL 13 _4_. W3 WL 18 W4 WL 18 W5 WL 18 ..L. W6 WL 18 RLL RILL 18 10 BLC 8 Transient Ar..., None 523 11 BLC 4 Transient Ar... None 1569 12 IBLC 5 Transient Ar... None 1569 13 IBLC 6 Transient Ar... None 1569 14 IBLC 7 Transient Ar... None 1569 Load Combinations flnr*t,r.n Q^ Malto W RI rpo P = RI ( -+ RI f -+ RI f .4 RI ( ..f RI ( -f RI f ,'f RI ( -+ RI (! -f I RISA-3D Version 16.0.0 [CA ... \ ... \ ... \ ... \.22700\2274322743-RlSA-llI-rotated.r3d] Page 3 17 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS IIIRISA Model Name : WOOD RANCH BBQ Load Combinations (Continued) Description So ... PDelta SR ... BLCFa.,8... F... BLC Fact..BL(' Fact. BLC Fact. BLC Fact.. LC Fact. 9LC Fact. BLC Fact, BLC Fact.. 19 0.9D+ 1.0W4 Yes Y T{ 5 1 _____ _____ 20 0.9D+1.0W5 Yes Y 1 1 6 1 I 1 21 I 1 .9 0.9D+1.0W6 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shane Code ChAck LocFinl LC Shear nnrinlflirLc nhi*Pnc nhi*Pnt Fklnhi*Mn vnhi*Mn , 1Th Frin M856A I1.5X1.5X 1.100 2 15 .459 0 z115115.434 15.446 .693.693 1.1 H3-6 M871 1.5X1.5X0... 1.016 - - 0 j .598 . 15 15.434 15.446 .693 .693 1...IHl.lb M870 I1.5X1.5X0.... 1.002 - - 8 1jj.1 .243 0 y. 15 15.254 .15.446 .693 .693 2....HI-1b _..4_ M862 11.5X1.5X0.... .950 .. j. .784 .Q. y. 15 15.434115.446 .693 T77693 27.JHI-Ib M861A 1.5X1.5X0.... .913 .. 8 15 1 .266 ...Q. v 15 15.254 115.446 .693 1 .693 2 ... .HI -lb .j... M518 j1.5X1.5X0 .... ] .870 J&. .356 y 18 9.961 115.446 .693 1 .693 2 ... Hl-Ib .L . M860 1.5X1.5X0.... .869 _. ..j_. ,j. .211 ... 0 1 15.254 15.446 .693 .693 2..J.Hl-Ib .. M849A I1.5X1.5X0.... .866 1 52 1 . .j.. .032 i.. . y. 15 9.102 15.446 .693 .693 2.-IM -lb _9_ M293 I1.5X1.5X0.... .863 9.1541 JL .267 9.154 1 13.328 15.446 .693 .693 2..i.HI-lb JQ M848C I1.5X1.5X0.... .852 0 15 .305 0 y. 15 15.041 15.446 .693 .693 2 ... I.Hl-Ib iL M858A I1.5X1.5X0.... .807 _Q_ j. .485 0 z 1 15.434 15.446 .693 .693 1 ... !.HI -lb .ia. M860A 11.5X1.5X0 .... j .798 .2_. J. .470 y 15 15.434 115.446 .693 .693 1...I.HI-Ib 13 M572 I1x1x0.0651 .796 0 15 .247 .. 0 1 9.767 10.064 .295 .295 3...H1 -1b ii M857A 1.5X1.5X0.... .792 L. J. .168 ..Q. y. 1 15.254 15.446 .693 .693 2 ... IHi-ib j. M225 1.5X1.5X0.... .791 .151 .L. 1 15.017 15.446 .693 .693 2..1l-ji-lb .iL M297 I1.5X1.5X0 .... I .770 7.808 .417 17.808 . y 1 13.554 15.446 .693 .693 2..jHl..lb M869 I1.5X1.5X0 .... I .765 2 _15_ .389 I 0 1 15.434 15.446 .693 .693 1..'Hi-lb ii M573 IxIx0.065I .702 8.111 _15_ .189 6.337 y. 1, 9.765 10.064 .295 .295 3 ... I.Hi-Ib 19 M812 11.5X1.5X0 .... I .676 43.4... _15_ .044 6.331 1 10.684 15.446 .693 .693 1 ... Hl-1a [ifl. M343 I1.5X1.5X0 .... I .648 142.5 ... _15_ .027 0 y 1 10.833 15.446 .693 .693 2...I.Hl-Ia 21 M850B 1.5X1.5X0 .... I .639 0 _15_ 1.1071 0 1 15.434 15.446 .693 .693 2 ... HI-lb Ei M91 1.5X1.5X0 .... i .631 .152 I22.0.... 1 11.296 15446 .693 }_.693 2...HI-Ib 2. M861 I1.5x1.5x0 .... I .619 . _1. .701 Y-15 15.434 15.446 .693 .693 1 ... .HI-lb 14.. M859 11.5x1.5x0 .... I .615 L. _11_.614 _. _Q_ y. 1 15.434 15.446 .693 .693 1... Hi-lb L2. M848A I1.5x1.5x0 .... I .611 2.. - 511.159 0 i 15 15.434 15.446 .693 .693 2..i.Hl-lb .26. M526 I1.5X1.5X0 .... l .559 0 _1 .233 ._Q_ 13 9.925 15.446 .693 1_.693 2 ... I.HI-Ib .27. M768 11.5X1.5X0 .... I .540 1.Q.. 13 - . 1 .163 1 P. i 13 11.26 15.446 .693 .693 1 ... H1-Ib .28 M93 1.5X1.5X0 .... I .536 121.7... .129 j21.7... y 13 11.413 115.446 .693 .693 2 ... H1-Ib 2. M167A I1.5X1.5X0 .... I .512 I 12 13 .103 I 4 z t3 15.017 115.446 .693 .693 2 .... .Hl-lb 30 M570 Ilx1x0.0651 .500 17.966 .JL .185 5.975 y t5 9.775 [10.064 295 .295 4...Hl-lb it. M395 I1.5x1.5x0 .... I .497 119.9...I Ji. .103 19.9... t3 11.165 15.446 .693 .693 2....HI-1b 32 M874 I1.5X1.5X0 .... I .487 I 0 1JL1 .279 0 Iv 15 15.434 15.446 .693 1..il-$l-lb M767 11.5X1.5X0 .... I .476 140.2... 1 13 1 .150 40.2... I v 13 11.26 15.446 .693 .693 12 ... .HI-lb M872 j1.5X1.5X0 .... I .474 1 2 -T -1-5 T .276 I 0 y.115 15.434 15.446 .693 .693 11 ... I.HI-lb 35 1 M344 I1.5X1.5X0.... 1 .451 1 0 1 15 1 .014 163.8... I v 15 6.954 15.446 .693 .693 2 ... Hl-la 36 M780 I1.5X1.5X0.... 1 .440 136.8.. 1 15 .1 .043 136.8... ly 18 11.846 115.446 .693 1 .693 1...I.11I-Ia iL. M305 I1.5X1.5X0.... 1 .410 1 9 1 15 1 073 1 0 1z 15 15.204 115.446 1 .693 1 .693 2 ...HI-Ib L& M180 I1.5X1.5X0.... 1 .408 136.8. 1 18 1 .014 136.8... Iv 18 11.846 115.446 .693 1 .693 ...4 -J1-1a 39 M824 I1.5X1.5X0.... 1 .385 1 0 1 13 1 .082 31.3... v 13 12.749 115.446 .693 1 .693 H1-1a 4Q M94 I1.5X1.5X0.... .373 Q.. .13 1 .033 0 IzI13 14.494 115.446 .693 .693 12 ... l.Hl-Ib 41 M878 I1.5X1.5X0.... 1 .369 1 1 1 15 1 .482 0 Iv 15115.443 115.446 .693 .693 .JHI-Ib L42. M88 I1.5x1.5x0.... r .365 1 0 1 13 1 .053 112.1... I z L3 14.865 115.446 .693 1 .693 1 ...I.HI-Ib .4k. M785 I1.5X1.5X0.... .363 0 15 .061 34.6... 3 12.206 15.446 .693 .693 1. -la L4i. M81 I1.5x1.5x0.... .361 . F43,47JL .014 I 0 ly 18 10.684 115.446 .693 .693 ..I.HI-Ia .45. M394A 11.5x1.5x0.... .359 1 0 1_li.1 .046 I18.2 ... y 13 13.519 115.446 .693 .693 2 .1H1 -lb 46 1 M786 I1.5X1.5x0.... .353 I 0 1_151 .039 I34.6 ... I y 18 12.206 15.446 .693 .693 11 ...I.H1-la 47 M823B j1.5X1.5X0.... 1 .352 131.3.... 13 1 .058 131.3 ... Iy 13 12.749 15.446 .693 .693 1 ... H1-la 48 M882 I1.5X1.5X0.... .342 I12.0 ... I IL .423 I12.0 ... Iy 15 14.944 15.446 .693 1_.693 5IHI-ib 49 M855A 1.5X1.5X0....l .338 I 0 I 15 .207 I 0 Iv 15 15.434 15.446 .693 [ .693 1 ... .Hi-lb RISA-30 Version 16.0.0 [CA ... \ ... \ ... \ ... \22700\22743\22743-RISA-llI-rotated.r3d] Page 4 - 180f31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM FliiDsA Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check LoeFini LC Shear I ocfinl fin LC nhi*Pnr nhi*Pnf Fk nhi*RAnu nhi*Mr, v (h a,,, L50 M679 I2x1x0 065 337 104T3 8021 z 113114.304 115.446 . 504 826 1 I81 -1b 51 M854A 1.5X1.5X0.... 1 .332 8 15 .079 0 M15 15.254 115.446 .693 .693 2...IHl-lb .... M584A 1.5X1.5X0.... 1 .331 0 18 .011 .1... i 9.684 15.446 .693 .693 .I.H1-la 53 M779 1.5X1.5X0.... .331 36.8... _15 .023 36.8... X 13 11.846 115.446 .693 .693 1 ...IHI-la 4... M359 1.5X1.5X0.... .327 22.4 ....1....1 .046 8.167 .y 1.3 14.002 15.446 1 .693 7693 2 ...I.HI-lb 55 M342 1.5X1.5X0.... .320 42.5... 1 13 1 .008 42.5...! v 13 10.833 15.446 .693 .693 2.. .HI-18 & M853A 1.5X1.5X0....J .315 ....Z_. 15 1 .198 0 ly 15 15.434 15.446 .693 .693 141-11.lb 57 M858 1.5X1.5X0.... .312 8 15 1 .215 6.917 y 15 15.254 15.446 .693 .693 3...IH1-1b & M852A 15xl.5x0.... .308 ..... 15 .232 0 1 y 115 15.434 15.446 .693 .693 2 •IHI-ib 59 M520 1.5X1.5X0.... .304 47-361 18 1 .009 47.361 y 18 9.961 15.446 .693 .693 ..IHI-la ..... M851A 1.5X1.5X0.... .30378771-5-T.056 0 y 15 15.254 15.446 .693 .693 J.HI-ib 61 M554 I1.5x1.5x0.... .301 41.6... 13 .176 41.6. .. v 13 11.003 15.446 .693 1 .693 2 •JH1-ib .a. M552A I1.5Xi.5X0.... .298 .... .11.1 .069 0y 13 15.338 15.446 TJ .693 63 M292 1.5X1.5X0.... .295 9.44 15 .080 9.441y 15 13.328 15.446 .693 93 2 ...!.H1 -lb 64 M224 1.5X1.5X0.... .292 15 .029 37.4... I v 1 .8 11.7 35 15.446 .693 .693 1 ....H1 -1a 65 M220 1.5X1.5X0.... .287 0 15 .006 37.4... I v 15 11.735 15.446 .693 .693 12 ... .H1-1a ..L M308 1.5X1.5X0.... .282 .9_ 1..058 .1...1 y 5 15.204 15.446 .693 .693 1Iii-ib JL M551A 11.5xL5xo.... .280 12.. 13 .040 0 5 15.017 15.446 .693 693 1 •.i.Hi-lb ..& M783 1.5X1.5X0.... .266 l36... 15 .009 ..Q..z L5 11.846 15.446 .693 :693 69 M181 1.5X1.5X0.... .263 0 15 1 .009 0 y 113111.846 15.446 .693 .693 1 ....HI -la .&. M299 1.5X1.5X0.... .259 5.7I8 j 15 .099 5.718 v 115113.675 15.446 .693 1 .693 3 ....H1 -lb 71 M851 j1.5X1.5X0.... .255 2 1 15 .242 0 y L3 15A34J 15.446 .693 .693 1-11 -1 b .7 _ M222 1.5X1.5X0.... .250 3J15 .016 811.735 115.446.693 .693 2 4H1 -la 73 M853B 1.5X1.5X0.... .248 0 15 .014 1 0 y 15 12.643 115.446 .693 .693 ...!HI -lb 14... M842 2x1x0.065 .245 f19.8. i13 .014 1 _L. y 1 5 7.884 15.446 .504.8261...I.Hl-la 75 M629 1.5X1.5X0.... 1 .237 39.9..., 15 1 .048 l39.9... ly 13 11.303 115.446 .693 .693 J1 -11-lb .i& M794 1.5X1.5X0.... .234 _L L1... .215 1 _a.. z 1 5 15.419 115.446 .693 .693 11 ...H1 -1b 77 M813 1.5X1.5X0.... .231 0 13 .036 ko+z 5 13 13.026 15.446 .693 .693 Hi-lb .i. M873 1.5x1.5x0 .. .222 ..L .J.&. .097 15.254 115.446 .693 .693 1IHi-I6 79 M803B j1.5X1.5X0.... 1 .221 1 Q. 15 .224 0 Iz 15115.424 115.446 .693 .693 .11 -1I-lb 80 M33 j1.5X1.5X0.... 1 .217 153.6... 15 1 227 154.25 5 8.364 15.446 .693 .693 2 .1.HI-lb 81 M715A 1.5X1.5X0.... 1 .215 140.0... 1 18 1 .046 0 yL5 11.286 15.446 .693 1 .693 2 ...IH1-lb 82 M625A 1.5X1.5X0.... 1 .215 1 0 1 Ji.1 .047 139.8... v 15 11.325 15.446 .693 .693 2 ...H1 -1b 83 1 M631 1.5X1.5X0.... .214 139.9... 15 .034 39.9... 11.302 15.446 .693 .693 ....HI -lb 4... M721A 1.5X1.5X0.... .214 0 13 .044 ....Q...Iv 15 11.302 115.446 .693 .693 2 ....HI -lb 85 M789A 11.5X1.5X0.... 1 .212 13 15 .216 3 15.419 15.446 .693 .693 ....HI -lb & M582A 1.5X1.5X0.... .211 ii. .060 Q...1 v 18 9.684 115.446.693 .693 1....H11b 87 M719A 1.5X1.5X0.... 1 .210 0 15 .036 0 3 11.303 115.446 .693 .693 2.JHl-lb 88 M363 1.5Xt5X0 .... 1203 .0 j.... .028 _Q_.v. 15 13.11 15.446 - .693 .693 Z....Hi-lb 89 M854B 1.5X1.5X0....l .199 0 15 .250 1 0 y 15 15.434 115.446 .693 .693 ....H1 -lb ..9. M627 1 1 139.9.j ..J .048 39.9... I v 15 11.304 115.446 .693 .693 2 ... I.HI-lb 91 M82 1.5X1.5X0.... 1 .194 53.3... 18 1 .031 y 15 .547 115.446 .693 .693 11 ..1H1 -lb ia.. M770 1.5X1.5X0.... 1 .193 39.5... .J.&.1 .051 ..Q.v 118 11.378 15.446 .693 .693 1241 -fl-lb 93 M345 1.5X1.5X0.... 1 .192 I 0 15 .051 0 9.916 15.446 .693 .693 2.JI-Il-ib j. M686A 1 5X1 5X0 191 p j.. 039 .Q. 15254 15446 693 693 IHi-lb 95 M360 1.5X1.5X0.... .189 0 13 .024 12.5... 3 10.468 15.446 .693 .693 .JH1-lb 96 M108 1.5X1.5X0.... .189 . JL .023 0 y 3 10.871 15.446 .693 :693 .J.H1-lb 97 M106 1.5X1.5X0.... .188 10 13 1 .011 45.6... Iv 13 10.269 115.446 .693 1 .693 1 .... H1..lb* .98 M265 i.5X1.5X0....I .185 ]Q.. J.. .008 32.0... 3 12.63 15.446 .693 .693 ....HI.lb* 99 M153A 1.5X1.5X0....I .185 Q. 13 .041 I 0 z 15 15.338 115.446 .693 .693 1..1H1 -1b .iQ. M843A 2x1x0.0651 .185 Ji. .020 138-51 X13 8.639 15.446 .504 .826 1...LH1.1b* jQj M707 2x1x0.065 .184 to ...j .038 0 _V 131a5W 15.446 .504 .826 2 ... 1.1-11-1b 102 M846B 2x1x0.065 .184 10 13 .094 ..0 1 v 13 15.23 115.446 .504 .826 2 ...I.Hl-lb 103 M771 11.5X1.5X0.... .183 0 15 .038 0 y 18 11.378 115.446 .693 .693 2....HI-lb j04 M196 1.5X1.5X0......182 .J.L. .010 . 5 12.206 15.446 .693 .693 1....H1 -1b 105 M551 j1.5X1.5X0.... 1 .181 1 0 18 1.117 .. 1 13.542 15.446 .693 2..JH1-lb 106 M22T 11.5XI.5XO.... I .181 Q 1 15 1 .013 I35.3... I v IIN 12.092 115.446 1 .6931 .693 2J.H1-1b RISA-31D Version 16.0.0 [CA ... \ ... \ ... \ ... \2270022743\22743-RlSA-lll-rotated.r3d] Page 5 19 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Mmhr Rhanp rndp (hark I nr'linl I ( hDr I nr1in1 flr I (' rihiDn,' .hi*Drif Fk1 nhi*FtAn , r*hi*Mn 7 r'k =nn M 1 M806 I1.5X1.5X0.. .181 Q 13 .040 0 13 12.401 15.446 .693 .693 1 .J.H1-lb 108 M784 I1.5Xt5X0.... .180 . 15 .050 ..L . y. 15 13.531 15.446 .693 .693 2 ... H1-1b 10 M781 I1.5X1.5X0.... .180 _.Q_ 15 .035 0 y. '18 11.846 15.446 .693 .693 1..IH11b* fl M717A !t5Xi.5X0 .... 1180 39.9... 12_1 .040 1 _Q.. y 15 11.304 15.446 .693 .693 1 ... I.HI-lb 111 M847E 1.5X1.5X0.... .179 30.6... 13 .067 30.6... y 113112.849 15.446 .693 .693 2 .... Hl-lb 112 M778 lt5Xt5XO.... .177 0 _1._ .040 0 yv.. 1 13.305 15.446 .693 .693 2... H11b* 11 M787 1.5X1.5X0.... .176 34.6... j .050 y. 8 12.206 15.446 .693 .693 i...!.HI-lb 114 M823A 11.5X1.5X0.... 1 .176 1 0 ..i... .005 36.9... y 15 11.821 15.446 .693 .693 i ... .H11b* 115 M788 j1.5X1.5X0.... 1 .176 134.6... 18 .058 34.6... 18 12.206 15.446 ...A93 .693 2....H1 -1b 11 M302 11.5x1.5x0.... .176 1 9 ._i..041 _Q_. z 15 15.204 15.446 .693 .693 24H1 -lb liZ M658A j1.5X1.5X0.... .174 .j...1 .009 . 12 9.564 115.446 .693 1 .693 2 ... H11b* 11 M825 I1.5X1.5X0.... 173 1 _Q_ ..j .054 _. ..Q. . y 13 12.749 15.446 .693 .693 i.4.HI-lb 119 M789 1.5X1.5X0.... .172 0 18 .050 0 y 18 12.206 15.446 .693 .693 2...!.HI-lb 12 M223 I1.5X1.5X0.... - 172 1 .Q 1 ..j. .028 ..L. y. L5 15.017 15.446 .693.693 24H1 -lb 121 M827 1.5X1.5X0.... .171 31.3... 15 .013 31.3... 1 12.749 15.446 .693 .693 2...'.HI-lb .12 M769 11.5X1.5X0.... 1_171 .J& .049 395... y 18 11.378 15.446 .693 .693 2..jHiib 123 M197 1.5X1.5X0.... .171 34.6... 20 .011 0 y. 1 12.206 15.446 .693 .693 1...!.H1 -1b 124 M590A 15X15X0 170 490 . _13 035 0 IV 13 9.649 15.446 693 693 2 HI-lb Ll 25 M822B I1.5X1.5X0.... .169 _p_ _13 .031 23.4... 1 13.866 15.446 .693 .693 1...1Hi1b* 12 M341 I15X15X0 _168 1 _0. _13 004 42.5 ...y. 15 10.833 15.446 693 693 2 Hi ib* 127 M565 j1.5X1.5X0.... .165 1 _Q_. _13_ .040 39.9... I V 13 11.303 15.446 .693 .693 1..iHl-lb 12 M815 I1.5X1.5X0.... .165 i!8.. _13... .038 _Q.. y 13111.751 15.446 .693 .693 1 ... .H1-ib 129 M234 11.5X1.5X0.... .160 0 _18.1 .053 ...&.IV. 18 15.017 15.446 .693 .693 2..IHI-lb 130 M346 Ii 5X1 5X0 159 ._Q. _15_ 004 i IV 13 8.02 115.446 693 693 1 I Hi ib* 131 M309 11.5XI.5XO.... .158 7.739 _15 .092 8.015 i 15 13.459 15.446 .693 .693 2..IH1-lb .132 M567 )t5X1.5X0.... .158 _. -137.037 y . 13 11.302 15.446 .693 .693 24Hi-lb 133 M231 11.5X1.5X0.... .158 Q 15 .013 0 . 115 12.092 115.446 .693 .693 2....H1ib* .134 M822A Ii 5X1 5X0 156 1 ._Q. i . 020 _Q_. y. 15 11.751 15446 693 693 1 IH1-1 b 135 M800 1.5X1.5X0.... .155 0 15 .009 0 y 15 12.544 15.446 .693 .693 i ... iH11b* .l 3-6 M790A I 5X1 5X0 155 1 ._Q_ _1 019 _Q_.z 15 14.17 15.446 693 693 2 IHI-lb 137 M3 1.5X1.5X0.... .155 1 0 _1 .023 40 y. 13 11.296 115.446 .693 .693 2 ... JHI-lb 138 M814 1.5X1.5X0.... .154 114.021_13 1 .038 l37 13 11.751 115.446 .693.693 t..l.HI-lb 139 M168 I1.5X1.5X0 .... l .154 1 ii _15 1 .045 4 i 13 15.017 115.446 .693 .693 L6I1-1I-lb 14 M850A I1.5X1.5X0.... .154 .2_. _1. .106 0 15 15.434 115.446 .693 .693 14Hl-lb 141 M780B 11.5X1.5X0.... 1 .152 1 L _15 .076 2.937 z 15 15.419 115.446 .693 .693 i...IHl-lb .142 M226 Ii 5X1 5X0 152 1._. _18. 010 LL 15 11.735 115.446 693 693 1..$H1 -1b- 143 M228 li.5X1.5X0 .... l .150 1 0 1 18 1 .019 0 v 13 11.735 115.446 .693_ .693 2...1Hi-1b .144 M348 115X15X0 I 150 1 0 1_13... 004 _Q. 7. 13 8998 115.446 693 693 2.-... H1 -1b* 145 M809A I1.5X1.5X0.... .150 ... 1_13 1 .021 43.4... I y 13 10.684 15.446 .693 .693 2...I.Hl-lb .14 M556A I1.5X1.5X0.... 1 .149 140.7-1_13j .009 _Q .y 15 11.165 15.446 .693 .693 2..iHi-lb 147 M193 11.5X1.5X0.... .149 31.3... 20 .002 0 y 15 12.749 15.446 .693 .693 1..1H11b* 14 M810A j1.5X1.5X0.... 1 .149 1 0 1_l.1 .025 43.4 IV 18 10.684 15.446 .693 .693 12 ... LHl-lb 149 M394 12xlxO.0651 .148 113.5... ...15 .053 13.5... IV 13 14.372 15.446 .504 .826 11..IH1-lb M729 1.5X1.5X0.... .148 &.. _l&. .027 13 11.302 15.446 .693 .693 24H1 -1.b i &152 M192 11.5X1.5X0.... .148 31.3... 20 .011 0 i 13 12.749 15.446 .693 .693 2 ... I.Hiib* M339 ji 5X1 5X0 147 1 0 13 030 _0.V 13 1-4.865 115446 693 693 2 I.1-11-lb 1 531 M104 I1.5X1.5X0.... 1 .147 I 0 1 15 1 .009 52.0... i 15 9.099 115.446 .693 .693 2...!.H1ib* 14 M798A I15X15X0 146 17.6531 15 . 103 t 15 1527 115446 693 6932 IHi-ib 155 M96 1.5X1.5X0 .... I .146 I 0 1 13 1 .012 22.2... 15 12.943 115.446 .693 1 .693 2 ... 'Hl-lb 16 M816 1.5X1.5X0 .... I .145 I37.3 ... 1_ 8 .036 3L3... 18 11.751 115.446 .693 j .693 11 ...11 -11-lb 157 M384 1.5X1.5X0 .... I .145 I 0 3 .109 7.7051 i 13 15.268 15.446 .693 .693 1..i.HI-lb .i M338A t5X1.5X0...4 .145 '4& a. .017 0 15 10.877 15.446 .693 .693 2..4H1 -1b 159 M247 j1.5X1.5X0 .... j .145 1 0 15 .007 33.3... I V 115 12.427 115.446 .693 .693 1..!H1 -1b 160 M813A I1.5X1.5X0 I 144 ]2L.15 170 25 z 15 15427 1115446 693 693 2 Hi-lb 161 M182 1.5X1.5X0.... 1 .143 20 1 .014 136.8... I i 15 11.846 115.446 .693 .693 1..J.Hi..ib* ..132 M9 1.5X1.5X0.... 1 .142 1 Q.1 1.3....1 .011 139.3... I y ill3 11.413 115.446 1 .693 .693 2..jH11b* 163 i M788A i.5X1.5X0 .... I .142 1 4J..j5.1 .031 I 0 13 13.801 115.446 1 Q 93 93 24Hl..lb - RISA-3D Version 16.0.0 [C:\...\ ... \ ... \ ... \22700\22743\22743-RISA-lIl-rotated.r3cl] Page 6 - 20 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM UiUDSA Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check LocFinl LC Shear.. LocFinlDirl.0 ohi*Pnc ...nhiPnt Iklnhi*Mn v ...rthi*Mn z ...Cb Eon 14. M727 11.5X1.5X0.. .142 39iT13 .033 ThT 113 11.303 15.446 .693 .693 2...Hl-Th 165 M366 1.5X1.5X0.... .141 1 12 1 13 .045 0 y 13 15.017 15.446 .693 1 .693 2 .... Hl-lb .i. M296 1.5X1.5X0.... .141 23.2 1 13 .038 . 13.89 15.446 .693 .693 2...I.H1-ib 167 M267 1.5X1.5X0.... 1 .140 0 15 .010 0 y 15 12.63 15.446 .693 .693 ..1H11b* i M8218 I1.5X1.5X0.... .139 1 0 1 13 ._Q...IVII 3 13.866 1 15.446 .693 I_.693 11 ...J.HI-ib 169 M821A 1.5X1.5X0.... .....138 137.3... 1 15.054 37.3 ... y 8 11.751 15.446 .693 .693 ....HI -lb ii. M561A 1.5X1.5X0.... 138 0 j.... .012 _Q... X U 10.889 15.446 .693 1 .693 2 ....H1 -lb 171 M823 11.5X1.5X0.... .137 43.171ii1 .034 0 5 10.728 15.446 .693 .693 2 ....HI -lb .112 M766A It5X1.5X0.... _137 140.2... 1 13 1 .045 140.2... y 3 11.26 15.446 .693 1 .693 2 ..I HI-lb 173 M658 12xlxO.0651 .136 142.35 13 1 .006 142.351 y 151 7.649 115.446 .504 .826 2 ... .H11b* 314. M107 11 .5Xl.5X0.... 1............,136 !27.4... 13 .027 43.8... I v 13 10.599 115.446.6931 .693 HI-lb 175 M514A 11.5Xl.5XO.... 1 .135 47.2... 13 .004 47.2... y 1.5 9.989 115.446 .693 .693 .3 H1-1b 11. M657A 11.5Xl.5XO.... 35 1480... J.L 1.8 9.837 15.446 .6931 .693 ....Hi -lb 177 M774 11.5Xl.5XO.... 1 .1 35 1 0 1 15 1 .008 0 y 15 11.846 15.446 .693 .693 ....H11b* iZ. M581A 11.5Xl.5XO.... 1_135 1 42 1 J.&.1 .008 ..42 115 10.939 15.446 .693 .693 ....Hl -lb 179 M352 11.5Xl.5XO.... 1 .134 0 15 .004 63.7... y 9 6.983 15.446 .693 .693 1 ....H11b* 180 M783A 11.5Xl.5XO.... 1 .133 .248 131 .056 z 13 15.257 115.446 .693 .693 .H1 -1b 181 M227 1.5X1.5X0.... 1 .133 12 18 .021 0 18 15.017 15.446 .693 .693 'HI -lb 1..2 M269 1.5X1.5X0.... .133 .J .006 ....... z Iv'13 12.63 115.446 .693 .693 .4H11b* j. M179A 11.5Xl.5XO.... 1 .132 _ _181 .019 36.8...l v 18 11.846 115.446 .693 1 .693 2 ..H11b* 14. M304 11.5Xl.5XO.... 1 .131 .128.8 ... 1_IL. .010 28.8... I v 1.5 13.118 115.446 .693 1 .693 .4H1 -lb 185 M793 1.5X1.5X0.... 1 .131 24 15 .014 0 1 z 15 13.801 115.446 .693 .693 i.. M320 1.5X1.5X0.... .130 .1.... _iL .038 ....Q... .204 15.446 .693 -69E= 187 M95 1.5X1.5X0.... .129 22.0... .....IL .016 0 z 13~ 14.0443 13 15.446 .693 .693 ...iHl-lb I M719 2x1x0 065 128 142 _1.... 029 0 z 1314263 15446 504 826 Hl-lb 1 . M655 12xlxO.0651 .128 1 -..Q...... _1 .007 0 Iv 15 7.649 115.446 -.504 .826 1 ...l.H11b* 190 M561 11.5X1.5X0.... 1 .127 1 ...Q... _1..1 .033 ..Q.. .y 15 110. 115.446 .693 .693 ...Hl -lb .191 M725A 11.5X1.5X0.... 1 .126 139.9... 1 18 1 .026 1151 11.304 115.446 .693 1 .693 1 ...Hl -lb 192 M195 I15X15X0 126 134.6 118 015 1_0..v _._ . 115 12.206 115.446 693 77693 IHi lb .193 M563 1.5X1.5X0.... .125 1 0 15 1 .027 39.9... y_ 15 11.304 1 15.446 .693 1 .693 2 ...!.H1 -lb 194. M90 15X15X0 123 1 40 13.... 009 7.083 v 15 11.296 15.446 693 693 Hi-lb .195 M92 1.5X1.5X0.... 1 .122 139.3... 13 1 .011 1 0 15 11.413 15.446 .693 .693 12 ....Hl -lb .196 M742 1.5Xl.5X0.... .121 1 ...Q... ...fl... .007 jZ5 .y. 13 11j. 1544. .693 .693 ... HI-lb 197 M807 1.5X1.5X0.... .120 0 13 .038 0 lv. 13 2.401 15.44 .693 1 .693 ...1.Hl-lb 19 M236 15X15X0 119 JL. ...J.&. 020 ...0..1v.I8 5017 15 693 693 IHI-Ib 199 M805 11.5Xl.5XO.... 1 .118 1 0 1 13 1 .043 25.1... v 13 13.651 15.446 .693 .693 .H1 -lb 1200 M208 11.5Xl.5XO ....._.....118 1 ....Q...1 .20.. 003 32.621 y . 15 12.54 15.44. 693 693 1 IHI-lb' 201 M351 I1.5X1.5X0.... .118 0 13 .064 I 0 z 113 14.002 115.446 .693 1 .693 l .... IHl-lb 202 M318 115X15X0 118 15.881 5 .039 IQ!i v.13 13.579 115.446iii 693 693 4.6H1 -lb 203 M350 1.5X1.5X0.... 1 .117 0 13 .005 0 z. 15 9.82 115.446 .693 .693 2 .... H11b* .204 M230 15X15X0 116 12 15 052 ....8. y 1815.017 115.446. 693 693 2 .... 205 M728 1.5X1.5X0.... .116 0 13 1 .009 39.9... x13 11.303 115.446 .693 1 .693 2 ... I.Hl-lb 206 M746 1.5X1.5X0.... .116 ..Q...1 ..ii.1 .009 47... v 13 11.162 1 15.446 .693 1 .6932JHl-lb 207 M347 11.5Xl.5XO.... 1 .116 1 0 1 15 1 .058 1 0 Iz.15 11.436 115.446 .693 1 .693 2 ... .Hl-lb 268 M803 Ii 5X1 5X0 115 132.621 15 1 009 1 ....Q....lz. 18 12 544115446 693 693 1 lHl-lb 209 M801 11.5Xl.5XO.... .115 1 0 1 15 1 .002 32.621 y 15 12.544 115.446 .693 1 .693 1...tHllb* 21 M372 11.5Xl.5XO.... 115 IL ..13.. .031 I 0 y. 1 15.017 15.446 .693 1 .693 2...!.H1 -lb 211 M194 11.5Xl.5XO.... .114 1...0 111 Ji. .011 31.3... y 1 12.749 15.446 .693 .693 l..J.HI-Ib 212 M614 Ixlx0.065 .114 j... .018 134.2. y 1 5.865 10.064 .295 .295 2...I.HI-Ib 213 M656A I1.5X1.5X0 .... 1 .113 42.7... 42.7... 18 10.803 15.446 .693 .693 2..JHl-lb 2.14 M317 I1.5X1.5X0...J.113 _Q... _.l 18 ~ffl .... y. 1 15.204 15.446 .693 .693 2..IHl-lb I 215 M221 Il.5X1.5X0.... .112 12 _15 .036 8 . 1 15.017 15.446 .693 .693 1 ... !.Hl-lb Z1 M808A I1.5X1.5X0.... .112 _I1 026 T4... y. 13 10.684115.446 .693 .693 2...I.Hl-lb 217 M268 l.5X1.5X0.... .112 0 13 .029 1 0 13 15.017 15.446 .693 .693 2. ..Hl -lb Zi M566 1.5X1.5X0.... .112 _i .013 [11 . y. 15 11.303 115.446 .693 1 .693 12.. .Hl-lb 219 M730 11.5XI.5XO.... 1 .112 1 0 1 13 t .009 139.9... 1y 13 11.302 115.446 .693 1 .693 2....Hl-lb 220 M528 1.5X1.5X0.... .112 .....Q. ...2Q. .009 I 0 v 1.3 9.925 15.446 .693 .693 2.J.Hllb* RISA-30 Version 16.0.0 [CA ... \ ... \ ... \ ... \22700\22743\22743-RISA-III-rotated.r3d] Page 7 21 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 11sA Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member ShaDe - Code Check Loclini LC Shear .. ocFinl')irLC nhi*Pnc., i*Pnt Fklohi*Mn v..ohi*Mn z.Cb E 221 1 M739 j1.5X1.5X0.... 1 .111 140.75 13 1 .010 .0134-0 0 1311.163 15.446 .693 .693 2...I1 -11-1b 222 M211 j1.5X1.5X0 111 I 0 1j. z. 15 11.735 115446 693 693 1 j.H11b* 223 M568A I1.5X1.5X0.... 1 .111 139.9... 1 13 .014 0 y. 13 11.302 115.446 .693 .693 2 ... '.HI -lb 224 M349 I1.5X1.5X0 110 1...Q. 11 1 .. 064 _Q.z 13 1283 15.446. 693 693 1 H1-1b 225 M799 1.5X1.5X0.... .110 0 15 .009 0 y 15 12.544 5.446 .693 .693 1 ... l.H1-1b 22 M307 11.5X1.5X0.... 1 .109 1...Q.. .2..1 .009 27.3.-. _y 15 13.341 15.446. .693 .693 2...I.HI.1b* 2 M592A j1.5X1.5X0.... 1 .109 1 0 20 .011 49.0... V 15 9.649 15.446 .693 .693 2 .... Hl-lb 228 M198 j1.5X1.5X0.... 1 .109 134.6... ...20..1 .611-1 0 y 18 12.206 115.446. .693 .693 1 .... H11b* 229 M674A j1.5X1.5X0.... 1 .108 149.6... 15 1 .010 49.6... v 15 9.529 15.446 .693 .693 2 .... H11b* 230 M771A 11 5X1 5X0 108 1181. .j.1 037 'l!i y 15 13.305 15.446. 693 693 2 HI-lb 231 M306 1.5X1.5X0.... 1 .107 1 0 1 15 1 .014 0 y. 115 13.234 15.446 .693 .693 12 ... .HI-Ib 2321 M773 1.5X1.5X0.... 1 .107 1 15.1 .008 y 115 11.846 15.44 .693 .693 11... H1-1b 233 M105 1.5X1.5X0.... .106 1 _._ 0 1 15 1 .004 . 49.5... I y 115 9.563 15.446 .693 -.693 11..IHI-1b M555A 1.5X1.5X0.... 1 .106 1 ..Q... _j..1 .007 407... IV 13 11.165 115.446 .693 .693 2.J.Hi-Ib 235 M875 I1.5X1.5X0.... 1 .106 1 0 J&. .015 ...Q.. 15 15.017 115.446 .693 1 .693 l..IHI-Ib 236 M581 11.5X1.5X0.... 1 .105 ..j.1 .051 Q . y. 13 12.431 115.446 .693 1 .693 1..iH1-1b 237 M370 I1.5x1.5x0.... 1 .105 1 0 1 13 1 .008 0 Y. 13 11.751 115.446 .693 1 .693 2....H1 -1b 238 M743 115X15X0 105 1.4251 13. 013 1 . y 13 11162 15446 693 693 2 HI lb* 239 M158 12x1x0.065I .105 1 0 1 13 1 .070 1 0 13 15.091 15.446 .504 .826 11...iHl-lb M682 12x1x0.065_.104 1.14... ...j. .036 _ 18.021 . . 13 14.304 15.446 .504 .826 3...I.HI-lb 241 M8I0B I1.5X1.5X0....1 .104 1 0 1 15 .218 1.0741 z. 15 15.442 115.446 .693 1 .693 1 .... HI-Ib 242 M723A I1.5X1.5X0 .... 1.103 ...j.&. .028 1 0y 1 11.305 15.446 .693 .693 1... HI-lb 243 M557A 1.5X1.5X0.... .101 0 15 .007_49.04y 15 9.648 115.446 .693 .693 2 ... H1-1b 244 M151A I1.5X1.5X0.... 1 _I0I 1 _Q. .J.&. .012 31.3...1y. 13 12.749 115.446 .693 1 .693 241-11-Ib 245 M673A I1.5X1.5X0.... .100 48.2... 1 13 .010 I 0 y. 13 9.801 15.446 .693 .693 2...IHI-Ib 24 M256 1.5X1.5X0.... .100 _. _15. 008 34.2... y. 15 12.285 15446 .693 .693 t.i.H1-lb 247 M140A 11.5x1.5x0.... 1 .100 0 15 .012 36.8 ... v . 15 11.846 15.446 .693 1 .693 2...'.HI-lb 24 M726 It5X1.5X0.... .099 ...j. .010 l399..I 15111.304 15.446 .693 .693 2..j.HI-lb 249 M329 I1.5X1.5X0.... 1 .098 _ 1 0 15 1 .016 42.3 ... IV 15 10.877 115.446 .693 .693 2..!H1 -lb 1250 M738 1.5X1.5X0 .... , .098 1 ....... ....15... .008 40.7.Jy .9 11.164 15.446 .693 .693 2..IHI-Ib 251 M749 I.5X1.5X0.... .098 0 15_ .040 0 lz 15 15.254 115.446 .693 .693 2 .... HI-Ib MIOO I1.5x15xo.... .098 I33... 15_i.033 35.3..i 15 8.917 15.446 .693 .693 2...I.Hl-Ib 253 M286 j1.5X1.5X0.... 1 .097 1 0 1 18 1 .041 1 8 z. 201 15.017 115.446 .693 .693 2 .... HI-Ib 254 M396A 11.5X1.5X0.... .097 42.0... 13 .039 40... y t3 iO3Tl5.446 .693 .693 255 M747 j1.5X1.5X0.... 1 .097 1 01 15_..1 .038 1 _.Q_. z 15115.254 15.446 1 .693 .693 2 ... '.Hl-Ib 2 M564 1.5X1.5X0.... .096 39.9...I i&j .008 Q. 15111.304 1 15.446 .693 .693 2.4H1 -lb 257 M790 I1.5X1.5X0.... 1 .095 I17.9 ... I 15 1 .056 118.3... Iz 13 14.466 15.446 .693 1 .693 2...!.H1 -lb 2 M750 1t5xt5x0.... .095 I oLi .036 _ft_ 1515.254 1 15.446 .693 .693 2.41 -lb 259 M841 j1.5X1.5X0.... 1 .095 24.3... - p_ 0 v 18 13.754 15.446 .693 .693 2... Hi-lb 2 M804A 1.5X1.5X0.... .095 0 _1. .015 24 1 13.801 15.446 .693 1 .693 3 .... Hl-lb 261 M376 15x1.5x0.... .095 0 .005 0 15 11.821 15.446 .693 I .693 2 ... .H11b* 262 3 1.5X1.5X0.... .094 Thi 1 1. .021 240... 13 13.793 15.446 .693 .693 2...l.Hiib 263 M808 I1.5x15x0.... 1 .094 1 0 1 - 5 1 .032 _._ 18 12.401 115.446 .693 .693 11 ... IHI-ib 24 M799A 115x15x0 092 1 0.1 15 . 016 4j 15 1466 115.446 693 693 12 H1-1b 265 M157 I1.5X1.5X0.... 1 .092 117.351 15 1 .017 0 IV 18 11.003 115.446 .693 1 .693 1..J.Hl-lb 1266 M83 - - _1.5X1.5X0 .... 1 .091 124_ j..1 .013 0 .IV 3 13.801 115.446 .693 .693 24Hi-Ib 267 1 M826 j1.5X1.5X0 .... I .091 131.3... 15 .035 31.3... 5 12.749 15.446 .693 .693 2 ... iHl-lb .2 M233 1.5X1.5X0 .... ..091 IA. 15 .007 0 5 12.092 15.446 .693 .693 t..H11b* 269 M735 1.5X1.5X0.... .091 ...Q._. 15 .005 40.7... 18111.164 I5A46 .693 .693 2..1H11b* 27. M681 1.5X1.5X0.... .091 Q. j.1 024 0 Iz 15 15.254 115.446 .693 .693 12..IHI-Ib 271 M655A 1.5X1.5X0.... .090 1 0 1 15 1 .006 I 0 V 15 10.803 15.446 .693 .693 2..J.HI-Ib 272 M734 1.5XI.5X0.... .090 Q. iI .007 40.7... 9 11.165 15.446 .693 .693 2..JHI-ib 273 M553A j1.5X1.5X0....I .090 41.6... 1 13 1 .014 41.6... y 5 11.003 115.446 .693 .693 2...Hi-lb 274 M164 2xix0.065 .089 18?4 15 .076 0 . 5 14.985 15.446 .504 .826 2...Hi-lb .2Z.. M270 I1.5X1.5X0.... .089 0 13 .023 0 .13 115.017 15.446 .693 .693 2....Hl-lb 2Z 6 M165 12x1 x0.065 .088 0 1_151 .028119.8...y 15113.231 15.446 1 .504 .826 12 ... IH1-lb 277 M303 1.5X1.5X0.... .088 9.955, 13. 9.6631y 3 i544 .693 _,693 H11b RISA-30 Version 16.0.0 [CA ... \ ... \ ... \ ... \22700\22743\22743-RISA-lll-rotated.r3d] Page 8 22 of 31 Company : 111111 IIVAI PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check Loclini LC Shear A nr.Finlflirl C nhiPn nhi*pnt Fklnhi*Mn u nhi*Mn, Ch Fnn Zfl M724A Ti -5X-1,5-- 088 JL O7I39T1 15 11.305 15.446 .693 .6932411b 279 M232 1.5X1.5X0 .... t .087 1 0 1 15 1 .018 0 y. 15 15.017 15.446 .693 .693 2.JHI-lb 20 M761 .i.5X1.5X0 .... j .087 142.1... 1 ...20 1 .009 IL• y 113 10.904 15.446 .693 .693 1 ... .HI-1b 281 M562 1.5X1.5X0.... 1 .087 39.9... 18 .006 0 y. 115 11.305 15.446 .693 .693 2 ... .HI-lb 282 M807A 1.5X1.5X0.... 1 .087 ....Q..... ...j...1 .044 ....Q.... z. 15 15.346 1 15.446 .693 283 M560A 1.5X1.5X0.... .087 2Q I .010 8.125 i 1 14.284 15.446 .693 E931....H1-lb 1 .... HI-lb 24 M684A 1.5x1.5x0.... .087 _... ....i& .021 ....... 15 15.254 115.446 .693 .693 2 .... HI-lb 285 M2 1.5X1.5X0.... .087 1 0 1 13 1 .032 0 1 y 13 10.939 115.446 .693 .693 2...IHI-lb 286 M731 1.5X1.5X0 .... J .087 L• 1L .004 ...Q.. y. 1 11.165 15.446 .693 .693 2 ... l.Hi-lb 287 M795 I1.5X1.5X0.... .086 0 15 .060 0 z 15 13.801 115.446 .693 .693 2..IH1-lb 288 M683A Ii 5X1 5X0 086 ....Q... .I.&. 027 A..1 z. 1515.254 115.446 693 693 ? fti-ib 289 M172A 1.5X1.5X0 .086 IL J. .021 0 1 v. 13 15.017 115.446 .693.693 . 11 296 M748 1.5X1.5X0.... .085 ...0.... .034 .......1 z..15 15.254 115.446 .693 .693 t.. ftLTh 291 M517 1.5X1.5X0.... .085 0 20 .004 42 1 V 18 10.939 15.446 .693 .693 2.. H11b* 29 M720A 1.5X1.5X0.... .085 ....... .2.. .006 ...Q y 15 11.303 15.446 .693 .693 L H11b* 293 M565A 1.5X1.5X0.... 1 .084 0 15 .028 0 v 15 12.668 115.446 .693 .693 2...IHI-lb 294 M718A I1.5X1.5X0.... .084 _. .I.. .005 ...Q.... y. 1 11.304 15.446 .693 .693 1J.H1ib* 295 M630 I1.5X1.5X0.... .084 0 1 20 .007 0 y. 1 11.303 15.446 .693 .693 1..1H11b* 2 M783B 1.5X1.5X0.... .083 142.0..-1 _i.. .006 4j ... -Y-15 10.938 15.446 .693 .693 1.J.H1-W 297 M751 1.5X1.5X0.... .083 0 15 .030 0 z 1 15.254 15.446 .693 .693 1....HI-lb 298 M628 1.5X1.5X0.... .083 ....Q..... ..J.&. .006 399... y 1. 11.304 15.446 .693 .693 1....H11b* 299 M525 I1.5X1.5X0.... .082 0 15 .013 0 y. 1 10.939 15.446 .693 .693 2..lHl-lb 300 M879 I15X15X0 082 ..Q... .j... 018 ....Q. 15115.017 15446 693 693 1 HI-lb 301 M207 1.5X1.5X0.... 1 .082 132.621 15 1 .009 0 i 15112.544 115.446 .693 .693 1...,.HI-lb 302 M369 1.5X1.5X0.... 1 .082 0 1...JL1 .007 373... y. 15 11.751 15.446 .693 .693 2...!.H11b* 303 M81 j1.5X1.5X0.... 1 .082 33.5... 1 15 1 .007 0 X L8 12.401 15.446 .693 .693 1 ... I.HI-lb 304 M822 j1.5X1.5X0 .081 43.171 15 1 .023 143.17, y. 15 10.728 15.446 .693 .693 3 ... I.HI-Th 305 M338 I1.5X1.5X0 .... 1 .081 14 13 .021 0 z-113 14.865 15.446 .693 .693 1...1H1 -1b 306 M671 j1.5X1.5X0.4 .081 ..Q... _t .013 ....Q..1 V. 115 10.803 15.446 .693 .693 24Hl-1b 307 M361 1.5X1.5X0.... 1 .081 0 _13_ .011 0 v. 1 10.425 15.446 .693 .693 1..i.H11b* 1308 M176A 1.5X1.5X0.... .080 i. ....15_ .007 .....0 y. 1 11.846 115.446 .693 1 .693 1.IHI-lb 309 M357 1.5X1.5X0.... .080 0 _15_1 .041 0 Iz 1 12.83 115.446 .693 1 .693 2..'HI-lb 310 1 M237 1.5X1.5X0.... .080 ....Q... ..j....1 .010 ....Q.. y. T2 12.092 .693 21b* 311 M283 1.5X1.5X0.... .079 0 15 .009 25.3... y 1 13.626 15.446 .693 .693 2..J.Hl-lb 12 M209 1.5X1.5X0.... .079 ....Q.. .2.. .003 3262 y I 12.544 15.446 .693 .693 2.J.H11b* 313 M722A 1.5X1.5 X0.... .079 0 20 .004 0 y. 1 11.302 15.446 .693 .693 1..1H11b* 14 M355 1.5X1.5X0.... .079 .j. .038 ....Q.. . 1 11.436 15.446 .693 .693 1 ... H11b 315 M191 1.5X1.5X0.... .079 31.3... 15 .014 0 y. 1 12.749 15.446 .693 .693 2...IH1-lb 316 M797 15X15X0 079 .24.... _i.&. 058 ..... 15113.801 15.446 693 693 -21H I-lb 317 M377 1.5X1.5X0.... .078 0 .1.1. .005 0 . 15111.821. 15.446 .693 .693 1...!.H11b* M353 15X15X0 078 .1.... _15_ 029 ..... 1 9.916 15.446 693 693 3 Hl-lb 319 M819 1.5X1.5X0.... .078 .... 13 .019 0 i 1 10.728 15.446 .693 .693 1...iHI-lb .20 M210 15X15X0 078 _15_ 007 ....0. 1 12.544 15.44...693 15.446 693 693 1 t.H1-Ib 321 M179 12x1x0.0651 .078 ... .11.. .057 0 . 13 14.372 15.446 .504 .826 2..IHI-lb 322 M589 I1.5X1.5X0 .... I .078 ..42 ..iL. .015 42.. t 1 10.939 15.446 .693 .693 2... HI-lb 323 M358 1.5X1.5X0 .... I .078 47.9... 15 .011 47.9... y 13 9.86 15.446 .693 .693 2 .... H1-lb .4 M787B .078 24 i& .033 y 1 13.801 15.446 .693 .693 2.JH1-Ib 325 M752 t5X1.5X0.... X1.5X0.... .076 0 j .035 1 0 1 15.254 15.446 .693 .693 1...iHl-lb 326 M777 X1.5X0.... .076 36.8 .009 J3... y. 1 11.846 15.446 .693 .693 2..jH1..lb 327 M626A 1.5X1.5X0.... .076 0 .j... .002 0 M. 1 11.305 15.446 .693 .693 1 ... iH1-1b 328 M796 1.5X1.5X0.... 075 - _.i_ 057 .24 . 1 13.801 15.446 .693 .693 2...I.HI-Ib 329 M716A 1.5X1.5X0 .... l .075 0 _18_ .002 0 M. 1 11.305 15.446 .693 .693 1....H11b* 330 M235 I15X15X0 I 075 ....Q..... _18 _ 006 Q.. y 1912092 15446 693 693 1 H11b* 331 M266 1.5X1.5X0 .... l .075 1 12 1_15.1 .020 0 ly. 1 15.017 15.446 .693 .693 2..IH1-lb .Z M583A 1.5X1.5X0 .... I .075 42 .JL. 007 42 -Y 1 10.939 15.446 .693 - .693 2..THI-lb 333 M632 1.5X1.5X0.... 1 .075 1 0 1 20 1 .004 0 y. 13 11.302 115.446 .693 1 .693 1 ... !.HI-1b 334 1 M842B IxixO 0651 075 1 0 1 13 1 010 0 , 15 9.773 10064 295 1 295 1 .Hl-lb RISA-31D Version 16.0.0 [CA ... \ ... \ ... \ ... 2270022743\22743-RlSA-Ill-rotated.r3d] Page 9 23 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM iUnIISA Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check Loclini LC Shear. Loclin1Oir LC ohi*Pnc ..0hi*Pnt Fk1 hi*Mn v..ohi*Mn z ... Cb Eon 335 M6111x1xO.065 .074 01 15 1 .024 1 0y 115 9.773 10.064 -.295'j-.295 2 TJ -1b 336 M834 I1.5X1.5X0.... 1 .074 128.1... 1 1 .007 1_Q_1 z 13 13.229 115.446 .693 1 .693 ...I.HI-lb 337 M340 1.5X1.5X0 .... I .074 1 0 131 .009 15 10.833 15.446 .693 .693 2 ...!.H1 -1b 338 M672A 1.5X1.5X0 .... ..074 142.7.. 20 .013 0.v 15 10.803 15.446 .693 .693 .4H1 -1b 339 M820 1.5X1.5X0 .... I .073 ....Q.. j .014 0 v113 10.728 15.446 .693 .693 ... !-H1-1b 340 M354 1.5X1.5X0......073 ...L. ...i..... .004 57.7. 13 8.053 15.446 .693 .693 4Hiib* .41.. M330 1.5X1.5X0.... .072 ...fl.... JL .008 _Q_v 15 11.301 15.446 .693 .693 ...!.HI -lb 342 M844A 2x1x0.065 .072 ....Q..... _20_ .006 .....Q. 9 7.884 15.446 .504 .826 ...l.H11b* 343 M595 1.5X1.5X0 .... I .072 33.3... _1 .023 15 12.431 115.446 .693 .693 2 ...H1-ib 1344 M16IA 1.5X1.5X0....I .072 0 1_1. .009 y 15 12.401 115.446 .693 .693 1 ..H1 -1b 345 M812A I1.5X1.5X0.... .070 24 1_15 .1 .016 0 1z 15 13.801 115.446 .693 .693 3 ...!.HI -lb 346 M591 I1.5X1.5X0.... 1 .070 128.0... 1_1.1 .010 y 15 13.249 15.446 .693 .693 .IHI-lb 347 M152A I1.5X1.5X0.... 1 .070 123.2... 1 _i .011 .Q_ z 13 13.89 115.446 .693 .693 ...!.Hi-ib 348 M367 I1.5X1.5X0.... 1 .069 I 0 1_20.1 .008 13 11.751 115.446 .693 - 7693 ...H11b* 349 M653 I1.5X1.5X0.... 1 .069 l399.. _IL1 .017 0 I V 13 11.301 15.446 .693 .693 1 ...!.HI -lb .Q M804 11 5X1 5X0 069 1 ..Q. _1. 028 _Q. . y 113 15.341 15.446 693 693 HI-lb 351 M144A lI.5X1.5X0.... 1 .069 1 . _i.1 .005 24.3... v 115 13.754 15.446 .693 .693 2 ...!.Hi-ib 32 M213 f1 5x1 -5x0.... .068 T. _1. .005 _Q. .y 15 A- 11.735 15.446 .693 .693 T.- 353 M205 1.5X1.5X0.... 1 .068 _20.1 .008 0 15 12.401 15.446 .693 .693 1 ...iHIlb* 354 1 M845A Tx1x0065 068 1 _fl. _20_1 009 38.51 . . 13 8.639 115.446 504 826 IH11b* .. M803A 11.5X1.5X0 .... l .068 19.2 ... _1 .020 y 13 14.369 15.446 .693 .693 3 ...!.HI-ib .. M615 LixixO 0651 068 _.L. _1. 014 F_. 115 9.773 110.064 295 295 HI-lb L M579 11.5X1.5X0.... 1 .067 27.9.. _i .028 1 0 115 13.253 115.446 .693 .693 2 ...!.Hi -lb ,358 M274 1.5X1.5X0.... 1 .067 Q_ _1. .004 v 13 13.106 115.446 .693 .693 1 ...H11b* 359 M102 1.5X1.5X0.... .066 0 15 .006 0 15 7.477 15.446 .693 .693 3 ... IH1-1b .360 M785B j1.5X1.5X0 066 ..15. 028 _L 15446 693 693 1 [Hl-lb j. M786B 1.5X1.5X0.... .066 _. 24 18 .042 124 13.801 15.446 .693 .693 ..J.HI-lb Z M809 1.5X1.5X0.... .066 j .015 j1 1[1815204 12.401 15.446 .693 .693 .J.Hi-lb M775 1.5X1.5X0.... .066 j .008 36.8... 11.846 15.446 .693 .693 ..1H1lb* 4 M782 1.5X1.5X0.... .065 j .021 0 y- 11.846 115.446 .693 .693 2..iHi-ib 365 M704 12x1x0.065I .064 17.875 15 .013 8.021 y 15 14.304 115.446 .504 .826 1...!.HI-lb 366 M171 I1.5X1.5X0.... 1 .064 1 JL ..i.L1 .019 4 y. 15 15.017 115.446. .693 .693 24H1 -lb 7 M215 I1.5X1.5X0.... 1 .063 1 _j..1 .006 0 1,5 11.735 115.446. .693 .693 1 ... !.H11b* 368 M368 1.5X1.5X0.... .063 _20 . .008 37.3... . y 13 11.751 .15.446 .693 .693 b- M772 11.5X1.5X0 .... l .063 _. 0 15 369 .013 0 IV 15 13.305 115.446 .693 .693 2 ... IH11b* 370 1 M216 1.5X1.5X0.... 1 .062 8 . 15 .018 8 y- 18 15.017 15.446 .693 .693 1 t.jHi-Ib 371 M301 1.5X1.5X0.... .062 28.8... 15 .009 28.8.. y 115 13.118 15.446 .693 .693 2 ... .Hi-lb 372 M569 1xlx0.065 .062 0 1 13 1 .006 0 y. 20 9.764 10.064 .295 1 .295 141-11-1b 373 M791 11.5X1.5X0.... 1 .062 1 _Q_ j. .014 .Q. v 18 13.801 115.446 .693 .693 2..1.1 -11-lb Z4 M527 I1.5X1.5X0.... 1 .062 1 _Q. 155- 1 .014 _Q.. y 15110.939 15.446 .693 .693 2.1H1 -1b 375 M782A 1.5X1.5X0.... .061 0 15 .005 0 1 y. 15 10.939 15.446 .693 .693 12..IH1-lb 376 M177A 1.5X1.5X0.... .061 _2. .007 136.8... I y 1 11.846 15.446 .693 .693 1 ... I.H11b* 377 M787A 1.5X1.5X0.... .061 0 15 .014 I 0 15 15.216 115.446 .693 .693 12....Hl-lb 1378 M619A 1.5X1.5X0.... 1 .061 1_. ..2Q. .009 135.7... . I y 15 12.038 115.446 .693 .693 1 ... .H11b* 379 M712 12x1x0.065I .061 1._Q_. 15 .017 _.LIz 15 14.599 115.446 .504 .826 1 ... iHi-lb 1380 M786A I1.5X1.5X0.... 1 .061 142.9 .. ..j.. .005 42k.. . IV. 13 10.776 115.446 .693 .693 2 ... iHl-lb 381 1 M559A j1.5X1.5X0.... .061 j. .003 45.0... . 1 10.379 15.446 .693 .693 2...!.Hi-ib 382 M601A 1.5X1.5X0...i .060 202... 15 .61-1-20.2 ... y 1 14.258 15.446 .693 .693 24H1 -lb 383 M538 1.5X1.5X0 .... I .060 Q. _15 .009 I 0 y. 1 14.429 15.446 .693 .693 1 ... iHl-lb .4 M802 1.5Xt5X0....I .059 .... _i. .002 l32.62h 1 12.544 15.446 .693 .693 14H11b* 385 M558A 1.5X1.5X0.... 1 .059 0 1 _l. .011 0 1. 9 13.25 15.446 .693 .693 2...!.Hi-lb 386 M762 15X15X0 059 411 .. _1. 003 4JJy. 1510904 15.446 693 693 1.- IHl-lb .Z M374 1.5X1.5X0.... 1 .058 1 12 _i&. .013 Q. i 18 15.017 15.446 .693 .693 2...!.Hl-lb M830 1.5X1.5X0.... .058 Q. _1 .009 ..Q... y 13 13.229 15.446 .693 .693 1...I.H1ib* 389 M285 I1.5X1.5X0.... 1 .058 125.3 .• 1 _1 .005 18 13.626 15.446 .693 .693 2...7Hi-lb 390 M166A 11 5x1 5x0 058 Q. _1. 020 L . 1515017 15.446 693 693 2 HI-lb 2i91 M147 I1.5X1.5X0 .... I 058 1 Q 1 - ] .024 1,100• y 13 11.301 t5.446 _.693 1 693 114Hl-Ib RISA-31D Version 16.0.0 [CA ... \...\...\... \22700\22743\22743-RISA-lll-rotated.r3d] Page 10 - 24 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC . 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ EnveloDe AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check Loclinl LC Shar I ncli& ir I ( nhi*Pnr nhi*Pnt lid nhi*Mn u nhi*Mn, rh Fain 392 M564A 1.5X1.5X0..J 578 1 13 1 .014 .10 y. 1.5 13.25 115.446 .693 .693 L393 M681 12xlxO.065 .057 44.2... 13 1 .007 44.2... 15 7.166 15.446 .504 .826 H 2....H11b* 394 M574 I1.5X1.5X0.... .057 0 j_1 .005 48.7... v .18 9.702 115.446 .693 .693 11H11b* 395 M261 1.5X1.5X0.... 1 .057 0 18 1 .017 8 . IV 18 15.017 115.446 .693 1 .693 2..JHI-ib 396. M572A 1.5X1.5X0 ... . .057 _... .. ..J.... .001 !L y 1 9.702 115.446 .693 .693 1.J.HI-1b 397 M155A 1.5X1.5X0.... .056 0 15 .014 34.6... y 151 12.206 115.446 .693 .693 1 ... I.HI-lb 398 M766 1-5X1 -5X0 056 4. 15 009 429 y- 1310766115446 693 693 1 IHI-Ib 399 M606 100.065 .056 8 1 13 .011 0 z 15 9.773 110.064 .295 .295 12..i.1 -11-1b 400 M373 1.5X1.5X0 .056 IL ..i&.1 .016 0 y- j5 15:017 115.446 .693 .693 2 ... ,.HI-lb 401 M356 1.5X1.5X0.... .056 52.3... 13 0 1 v 9 9.035 15.446 .693 .693 2...l -lb 4 M212 I 5X1 5X0 056 _Q... ...i.&. 025 ...&. . y 15 15017 1544. 693 693 2 IHI-Ib 4.0. M621 1x1x0.065 .056 8 15 .015 0 z 15 9.773 110.064 .295 1 .295 1 .... HI-lb 44. M276 1.5X1.5X0.... .056 _ j.&.. .007 0 1 y- 15 13.106 1 15.446 .693 1 .693 2... H1.1b* 405 M556 I1.5X1.5X0.... .055 0 1 20 .007 0 v 13 13.381 15.446 1 .693 1 .693 1...IH1.1b* 406 1 M510 I1.5X1.5X0.... .055 1 _Q 1 ..J.&. .003 ..Q.. 12 9.979 15.446. .693 1 .693 1 ... .H1.lb* 407 M319 I1.5x1.5x0.... .055 1 0 1 13 .005 24.9... i 13 13.672 15.446 .693 1 .693 1....1 -1I-1b 4. M798 11.5X1.5X0 .... ..055 1 _. j.. .010 _. .. 15 13.74 15.446.693 1 .693 2 .... HI-1b 409_ M784B I1.5X1.5X0.... 1 .054 1 0 1 15 .025 0 18 14.781 15.446 .693 1 .693 2 .... HI-ib AIQ. M204 I1.5X1.5X0.... 1 .054 .007 0 1 .y. 15 12.401 115.446 .693 1 .693 1.4 H1.lb* 411 M249 I1.5X1.5X0.... .054 0 .15 .003 0 15 12.427 15.446 .693 .693 1 ... iH11b* .412. M316 15X15X0 054 JL. _1 004 L 13 1346 15446 693 693 2 1H1-lb 413 M604 11x1x0.065 .054 129.2... 1 13 1 007 29.2... 15 6.787 110.064 .295 1 .295 2 ... tHi-lb .414 M806A I1.5X1.5X0 054 118.2 öT 0 .y. 15 14.476 115.446 .693 693 2 1-11-1b 415 M97 I1.5X1.5X0.... 1 .054 0 15 1 .009 26.2... L 18 12.315 15.446 .693 .693 1 ... .H1-lb .41. M654 Ii 5X1 5X0 054 1 _.Q... _1.... 010 139.9. 15 11.301 1 15.446. 693 693 1 Hi-lb 417 M613A I1.5X1.5X0.... 1 .054 1 0 _20 1 .007 3495 .y 113 12.164 115.446 .693 .693 1 ....H11b* .41. M683 2xlx .0651 053 18 009 0 .y..15 7166 15.446 504 826 H11b* 419 M214 1.5X1.5X0.... .053 0 1 15 .010 8 i 15 15.017 115.446 .693 .693 'H1-1b .42.0. M80 8B 1.5X1.5X0.... .053 _Q.. _1.. .022 .24.. .. 15 13.801 115.446 .693 .693 1 .J.Hi-lb 421 M591A I1.5X1.5X0 .... I .053 42 15 .014 0 1v 15 10.939 F15.446 .693 1 .693 .1 HI-lb .422. M273 I15X15X0 I 053 21.9=_I.... 005 15 1263 115.446 693 693 HI lb .423 M163 1204.0651 .053 I 0 . _IL. .005 _._ . 14 11.948• ISA.46 .504 .826 ...l.H11b* .424 M251 1.5X1.5X0.... .053 33.3... _l. .003 _Q. .y. 15 12.427 IF44. .693 .693 4H1 -lb 425 M846A 120x0.065 .052 14L73L20 J .003 1 0 1 19 7.301 1 15.446 1 .504 .826 1 ...1H1 -1b 426 M695 12x1x0.065I .052 15.9791_I 019 1 0 z 18 14304 1 15.446 504 826 1-11-1b 427 M782B I1.5X1.5X0.... 1 .051 1 24 1...18 1 .023 1..24...1 18 13.801 1 15.446 .693 .693 ..J.HI-lb .42. M78 3C 1-5X1 5X0 051 1 _Q... _1.... 027 .24... . .y 18 13.801 154.4. 693 693 IHi-Ib 429 M725 12x1 x0.065 .051 1 12 1_IL .017 1 _L.1 v 1514.599 1 15.446 .504 .826 H1-1b .4. M519 I1.5X1.5X0.... 1 .051 1...... _1.. .006 .....Q..v 15 10.939 115.446 .693 .693 2 .J.HI-Ib .4.1.. M162 20x0.065 .051 10 1 _1.... .012 0 z 9 12.577 115.446 .504 1 .826 1..IH11b* .42. 1 M156A 1.5X1.5X0.... .050 ........ _I. .018 . 15 13.554 115.446 .693 .693 2 .4.Hi-lb 433 M777A 1.5X1.5X0.... 1 .050 18.4... _15 .016 0 IV 13 13.305 15.446 .693 .693 iHi-Ib 434 M577 1.5X1.5X0.... I .050 28 0... 1 _l....1 .009 .y 15 13.249 15.446 .693 .693 435 M805A 1.5X1.5X0.... 1 .050 1 0 1_15 11 .020 24 15 13.801 15.446 .693 .693 ...I.H1-lb 436 M531 15X15X0 049 1...[& _i. 20 1531 15.446 693 693 1-11-1b 437 M744 1.5X1.5X0.... .049 1 0 [_15 1 .003 40.7... I V 9 11.162 15.446 .693 .693 ....Hl -lb 438 M662 2x1x0.065 .049 _Q_113 .011 I 0 15 7.738 15.446 .504 .826 .4.HI-1b 439 M800A I1.5X1.5X0.... 1 .049 0 1_15 .011 24 1 .y '18 13.801 115.446 .693 .693 12 ..J .Hl-lb .440. M83 11.5X1.5X0.... .049 ..... _i.. .003 28.1... .y 13 13.229 15.446 .693 .693 1 .IHI1b* 441 M616 I1x1x0.065I .049 1 ...Q... 15 .007 0 13 9.773 10.064 .295 1 .295 2- '.1-11-1b .442. M508 I1.5X1.5X0 .... ..049 1 ...L. ..l.... .004 0 v 1.5 9.979 15.446 .693 .693 .4.H11b* 443 M685 2x1x0.065 .049 8.021 _12 .012 8.021 z 13 14.304 15.446 .504 .826 ..1H1 -lb S M608 Ixlx0.065 .049 1 0 1_15 1 .008 29.1...y 15 6.817 10.064 .295 1 .295 1 .4.H1-ib 445 M765 I1.5X1.5X0.... 1 .049 1 0 1_20 1 .009 142.94 y 1.5 10.77 15.4461. .693 1 .693 ...I.H1-lb* .446. M183 I1.5X1.5X0.... 1 .049 124.3... L _l .006 1 0 y 15 13.754 15.446 .693 1 .693 41-11-Ib 447 M740 I1.5X1.5X0.... 1 .048 I 0 1_15 1 .005 140.75Iy 15 11.163 15.446 .693 1 .693 HI-lb .44. 1 M603A j15X15X0 I 048 120.2 ii1 011 I 0 Iv 1414258 I 15446 693 693 HI-lb - RISA-30 Version 16.0.0 [CA ... \...\...\... \22700\22743\22743-RISA-lIl-rotated.r3d] Page 11 25 o131 Company : MORAN CANVAS PRODUCTS Aug 13, 201:9 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelope AISC 14thi360-10: L.RFD Steel Code Checks (Continued) Member Shaoe Code Check Loclini LC Shear ... Locin1DirIj nh;*Pric ... ohi*Pnt Fk1hi*Mn vnhi*Mn z...Cb. Enn 4491 M550 1.5X1.5X0.... .343 0 15 304 C V 15 13.475 15.446 .893 .693 2...H1-1b .450 M81IA I1.5xi.5Xa... .048 0 15 .017 0 v 15 13.801 15.446 :693 .693 2..-Hl-lb 451 M625 I1xx0.065 .043 25.7... 15 .010 25.7... y 15 7.417 0.054 .295 .295 2....HI-lb .4 M840 ji 5x1 5(0 348 0 15 009 i 0 v 18 13.754 15.446 693 693 2__-Hi-lb 453 M203 1.5X1.5X0.... .343 335... 15 .307 0 v 15 1-2-.401 15.446 .693 .693 1..-Hl-lb .44 M583 15X15<0 043 0 15 305 C v 15113.417 15.446 593 693 H11b* 45 M250 1.5X1.5X0....1 .343 0 15 .309 0 v 1 0 15.17 15.446 .893 .693 2..H1-lb 4 M720 2x10 065 047 1 ..i.&. 009 6 z 13 14.599 544. 504 826 HI-lb 457 M540 1.5X1.5X0.... .047 ..... _Q. j.. .009 0 v 1 14.429 5446 .693 .693 2...LHI-Ib 458 M673 2x1xa065 .047 1 .. 13 .010 1 42 v 15 7.38 15.446 .504 .826 2 ... LH11b* 459 M674 2x1 x0.065 .047 0 13 .011 0 . 1 7.738 15.446 .504 .826 2 ... LH11b* 4fi M821 15*15(0 347 4317 13 332 C v I 10728 I"5446 593 693 2____Hi-lb 461 M758 1.5X1.5X0.... .347 42.1..., 1.5 .303 1 C I v 121 10.04 115.446 .593 1 .693 1....H11b* 42 M660A 15*15(0 347 217 15 309 1 C I v 18114.081 115.446 593 693 2 HI-lb 463 M645 2xlx0.065 .347 0 20 .306 42 v 15 7.738 15.446 .504 .826 1 ... ..H1-1b M161 2xl0065 346 242 15 34 0 z 15 12.265 5446 504 826 1 H1-lb 465 1 M847A 2x1 x0.065 .346 0 20 .011 40.9... v 13 8 15.446 .504 .826 1...1 Hl1b* 466 M139 2xixO.065 .346 0 1.5 - .010 0 z 15 7.3:36 15.446 .504 .826 1...LH11b* 4Z M253 1.51.5XO.... .046 0 15 .008 33.3... y 15 12.427 15.446 .693 .693 1 ... Ml-lb M530 i1.51.5X0.. .046 0 15 - .016 0 z 15 15.33 15.446 .693 .693 2...7HI-1b 469 M378 1.5Xl.5X0.... 1 .046 369... 13 .007 0v L3 11.21 15.446 .893 .693 1 .... Hl-lb 47 M618A 1.51.5X0 .346 0 13 .305 C v 12 13.542 15.446 .593 .693 2 .... Hl-lb 471 M272 1.5X.1.5X0... .346 12 15 .010 8 v 13 l5.17 5.446 .393 .693 2....Hi-lb 47 M615A 1153(15X0 1 34 2594 13 021 C .' 15 13.542 _"5446 593 __693 2 HI-lb 473 M137 _2x1x&.065'.04626.5 ... 15.019 :0 z 115111.71715.446 .504 .826 _ 1.JHl1b 474 M668_2x1x0.065 .045 •265..._15 _.011 _0 z 1 11.717:15.446 .504 _.826 14H1.-lb 475 M2521.51.5X0:.... .0451215.0358V 1 15.01715.446 .593I.693 2...!.H1-lb 476 M781Bi.5X1.5XO ...... _0450_15 _.0080_v. LZ 14.1715.446 .593_L .693 2...i.Hi-lb 477 M2541.5x1.5X0. ... l.0451215.0128 _v 15 15.01715.446 .693 _.693 2 ... Hl-1b 478 MIII2x1K0_065'__045020 _0130v 15 7_738 _15.446 504 _826 HI_lb* 479 M6612x1x0.0651.045013.01642 _v 15 7.73815.446 .504 _.826 2J.1-111b* 4 M178At5Xt5X0. ... .045 _368....20.008 _368.v L5 11.846H5.446 .593_.693 1...H1lb* 481 1 M2061.5X1.5X0 ... _.045 _0 _13 _.006 _C _'1 1 l2A01 _15.446 .893.693 '..'Hl-lb 482 M594I.5X1.5X0 .... .044 ,318 ... 13 _.003 _01v 18 12.668 15.446 .593.693 t-:1-11-lb 483 M753l.5X1.5X0 .... ,.044 _0 15.024 0z 15115.254 15.446 .693.693 i ... .H1-lb 484 M559BI.5X1.5X0 ... 1.044 _0 1.3.007 0 _y 13 I381 15.446 .693.693 i...HI-Ib 485 M141AI.5XI.5X0....I.044274... 13.010 0 v 15 13.328 15.446 .693.693 i ... Ml-lb 4861 M164A1.5X1.5X0 .... I.0440 1 20.008 J 0 iv 15 12.544 115.446 93.693 2 .. . HIlb* 487 M680A1.5X1.5X0....344 .: _0 1 18.014 C Lz 18 15.254 115.446 .593.693 2....HI-1b 4 M3641.5X1.5X0...J.3434.673 13 .00637.3.J 1 11.751 1 15.446 .593.693 t.HI-1b 489 M6472x1x0.065_.042 0 1 15 ..014IC 1 10.706 15.446 .504 .826 1 ....HI1b* 4.90 M713 _2xlxo.0651_.042 .J_15 _.011 _0 v 11514.163 15.446 .504 .826 L.-MI-lb 491 M881 1.5X1.5X0 ... 1 .042 1 12 1 15 .012 0 Iz 15 15.C17 15.446 .693 .693 1 Hi-lb F49-2 M571A 15Xi5X0 042 ....Q... _15 Oil C 1510939 15446 693 693 1 'Hl lb* 493 M609 1xlx0.0651 .042 29.1... 1 15 .017 0 I z 15 6.818 10.064 .295 .295 1..!Hl-lb 494 M599 I.51.5X0 .... ! .342 '24.4...j i.5 .016 24.4... v t5 13.745 15.446 .693 .693 2..1H1-lb 495 _M669 2X1X0L0651 .342 . 0 15 .013 C z 15 8.9:32 15.446 .504 1..J.Hl-lb 4961 M389 2x1 x0.0651 .041 .25.6. 15 .008 0 z19 11.948 15.446 .504 .826 I-....Hl-lb 497 M784A l.5*.l.5XO...I .041 1 0 1.5 .004 C 15 10.9:39 .15.446 .593 .693 2.....HI.lb* 4981 M189 1.5X1.5X0 .... 1 .041?j.' 20 .001 C v i 13.229 15.446 .393 I.693 1....H11b* 499 M378A 1.5X1.5XOL...I .341 0 13 .304 C v 151 13.25 15.446 .393 I.693 2 .... Hl-lb fl M390 2x1K0 0651 341._1 0 15 30 4397 z 3 14985 '5446 504 1_826 HI-lb 50- M736 1.5.x.1.5X0 .... 1 .341 1 0 : 15 .305 40. ...1 v 13 11.164 '5.446 .393 I.693 1....H1-lb 5021 M828 1.5X1.5X0;...j .041 0 15 .314 1 C 11 v 13 14.157 15.446 .693 1 .693 2 ... ,.HI-lb 1 5031 M138 2x1 x0..0651 .041 0 15 .019 1 0 iz 15 8.932 15.446 .504 .826 1 ....HI-lb 4.1 M566A I.5X1.5X0. ... I .041 0 15 .019 1 0 V 5 13.416 15.446 .693 : .693 2 .... Hl..lb 505 M175A I.5X1.5X0. ... l .041) 1368... 15 .008 i Qy 15 11.846 15.446 .693 .693 1 ....HI-lb RISA-3D Version 16.0.0 [CA ... .... \ ... \ ... \22700\22743'22743-RlSA-Il-rotated.r3d] Page 12 26 of 31 Company Designer 1SA Job Number Model Name MORAN CANVAS PRODUCTS :NC 22743 WOOD RANCH BBQ Aug 13, 2019 4:51 PM Checked By: MFS Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shana CodA Check LoFin1 LC Shpar tnrFin1flirI C nhiPnr nhi*Pnt rklnhiMn nhi*Mn, Ch Frin 5061 M785A I1.5X1.5X0 .... I .040 I 0 I 20 1 .004 I 0 I 8 10.776 115.446 .693 1 .693 i4H11b* .QL M704A 11.5X1.5X0.... 1 .040 36.5... 13 .008 36.5... 11.888 15.446 .693 .693 2...'.HI-lb .. M590 h.5X1.5Xo.... .0402j.. .n... :002 509 28.0... vL13 13.249 15.446 .693 .693 -lb- M711 12xlxO.0651 .040 12 15 1 .013 0 5 14.599 15.446 .504 .826 .1H1-lb .510. M833 ll.5X1.5X0.... .040 ..Q.. JL .009 ?L..• 3 13.229 15.446 .693 .693 .... Hl-lb ..ii. M622A j.1.5X1.5X0.... .040 .009 35.7 ... 3 .040 12.038 15.446 .693.693 12. 5121 M610 .Jjxlxo.065 .040 1 ....L J. .009 1 5 9.773 10.064 .295 .295 2 ....H1-Ib 513 M393 12x1x0.065 .040 115.9 1 15..1 .018 ....... ....Q..Iz 15 13.98 115.446 .504 .826 2....Hl-lb 04 M741 I1.5X1.5X0.... :040 i& . .009 ....Q... 11.163 15.446 .693 .693 ..jHllb 515 M643 1.5X1.5X0.... 1 .039 1 0 1 18 1 .007 0 1 z- 18 15.1191 15.446 .693 1 .693 ..I H1-lb .51.. M379A 1.5X1.5X0.... .039 1 ..j .013 31.8... I v 15 12.665 115.446 .693 .693 ..IHI-lb JJ.. M258 1.5X1.5X0.... .039 .. ..Q 1 15 .004 0 12.285 115.446 .693 1 .693 1...H11b* 518 M80IA 15X15X0 039 ._ .j. 012 ....Q.....1 v. 18 13.801 115.446 693 1_693 Hl-lb .1.9 M809B 1.5X1.5X0.... .039 . 18 1 .020 0 1 y 15 13.95 115.446 .693 I .693 12 ....H1 -lb 520. M567A 1.5x1.5x0.... .039 ....Q. IL. .007 24.4... 13.745 15.446 .693 :693 1 ....HI -lb i M379 1.5X1.5X0.... 1 .039 36.9... 13 1 .008 0 y L3 11.821 15.446 .693 .693 1 ... .HI-lb .5221 M277 15X15X0 039 ....i. 016 A..y L315017 15.446 693 693 IHI-lb 523 M618 lxlx0.065 .039 .. 0 15 1 .001 0 v 1217.004 10.064 .295 .1 .295 ..i.H11b * 524 M792 1.5X1.5X0. ... .039 24 J. .010 ...Q. 13.801 15.446.693_I. 525 M659A 1.5X1.5X0.... .038 0 20 1 .012 ... 14.081 115.446 .693 .693 12 ...1H11b* .526 M745 1.5X1.5X0.... .038 :007 ....Q... 11.162 15.446 .693 .693 1 ....H1-Ib .Z. M162A 1.5X1.5X0.... .038 1 0 15 .007 j. 3 13.675 15.446 .693 .693 2 ....HI -lb ,528 M271 1.5X1.5X0.... I .038 32.• .j .003 1...Q_.v 1 3 12.63 15.446 .693 ...Hi1b 529 M802A 11.5Xl.5XO.... 1 .038 _Q 1 15 9.028 z 15 14.714 115.446 .693 I .693 2 ....Hl -lb 530 M553 11.5Xl.5XO.... 1 .038 0 j .002 0 ly 5 13.475 115.446 .693 {_.693 2... HI-lb 531 M722 12xlxO.0651 .037 . 0 15 .010 0 1 v 15 15.23 115.4,46 .504 1 .826 1 ...iHl-lb 532 M260 I1.5Xl.5X0.... I .037 ....Q .005 ..._ 5 12.285 115.446 .693 1 .693 1 ..i.H11b* 533 M595A 1.5X1.5X0.... 1 .037 16.743 18 1 .008 0 1 z 20 15.31 115.446 .693 1 .693 2 ... [Hl-lb 534 M605 1x1x0.065 .037 8 13 1 .007 ....Q..1 y 13 9.773 110.064 .295 1 .295 .. Hl-lb .. M640 1.5X1.5X0.... .037 42.7... 18 1 .008 47 . y t8 10.803 15.446 .693 1 .693 ....H11b* .. M337A 1.5X1.5X0.... .037 42.3... 13 1 .008 Q... z 13 10.877 15.446 .693 1 .693 2 ..IHI-Ib 53Z. M529 1.5X1.5X0.... 1 .037 15.5491 _181 .023 6.7431 y 18 15.31 15.446 .693 1 .693 1 ..IHI-Ib ,538 M170 1.5X1.5X0.... .037 12.. _l.... .021 _4..... .y i5 15.017 15.446 .693 .693 .J. HI-lb 539 M623A 1.5X1.5X0.... 1 .037 1 0 1_1L .006 0 Iv 13 13.381 115.446 .693 .693 ...!.H11b* .40 M380 15X15 X0 037 I_.1_i 016 .y 1513417 115.446 693 693 HI-lb .41 M779A 1.5X1.5X0.... .037 1 .24._ _i .014 ...._ t5 13.801 115.446 .693 .693 1 ....Hl -lb 542 M594A 1.5X1.5X0.... -. .036 Q1 _.i -020 5.6381 z 15 15.33 115.446 .693 .693 543 M148A 1.5X1.5X0.... 1 .036 1 .... _1 .008 28.1... I i 13 13.229 115.446 .693 .693 2..J.HI-lb . M554A 1.5X1.5X0.... .036 & _1. .006 0 .y. 15 13.542 15.446 .693 .693 ..j Hi-lb . M314 a036 1.5X1.5X0.... .036 _9_ 15... .018 8.063 15 15.204 15.446 .693 .693 HI-lb M539 15X15X0 1.JL. ....lL. 011 _Q. Lifil4258 115.446 693 693 HI-lb 547 M616A 11.5XI.5XO.... 1 .036 _15 1 .008 34.95 V 1.3 12.164 115.446 .693 1 .693 12 ...iHl-Ib 548 M659 12xlxO.0651 .036 1 0 1_13.. 015 0 z 13 14.304 15.445. 504 826 HI-lb L549 M262 jl.5X1.5X0 .... I .036 1 _.L.. _111 007 ±? i 1.5 12.285 15445. .693 .693 1 ...1H11b* [550 M754 11.5Xl.5XO I 036 _. _15.. 016 1 _1z. 1.8 15.254 15445. 693 693 Hi-lb 5.51 M839 11.5Xl.5XO.... .036 124.3... 1 _IL1 .009 124.3... IV 1.8 13.754 15.445. .693 .693 2 ...IHI-lb 552 M602 I lxlx0.065 .035 129.2... 1 13 1 .005 29.2... .y. 13 6.785 1054. .295 .295 2 ..I HI-1b 553 M660 12xlxO.065 .035 1 14 1 13 1 .014 0 z115 14.304 1 15.446 .504 26 2 ..l Hl-lb 5.54. M698B 11.5X1.5XCL.. .035 135.8... 1 15 1 .007 358. y 1.3 12.012 115.446 .693 .693 12 ..HI -lb 555 M708 - 2x1x0.065 .035 119.9... 15 .010 1 0 Iz 15 13.213 115.446 .504 1 .826 2 ...!.H1-Ib 5.55. M626 lxlx0.065 .035 1 .5..... j.5...1 .011 _Q. -L t5 9.773 1064. .295 .295 1 ... I.HI-Ib 557 M71 OA I1.5X1.5X0.... .035 _Q.... .017 ...Q.. . 1.3 15.254 5,446 .693 .693 ...!.HI -lb 5.55. M255 It5Xt5XO.... .035 _Q. .j.5 I .006 y. l_8 12.427-1 15.446 .693 1 .693 1 .4.HI-lb 559 M661A 1.5X1.5X0.... 1 .035 1 0 1 15 1 .007 . 0 y 15 14.249 115.446 .693 1 .693 1 ..J.H1-lb 560 M137A 11.5Xl.5XO.... 1 - .035 1 - .010-27.4...-y j5 13.328 115.446 .693 1 .693 .4H1 -lb 55.1 M336A 11.5Xl.5XO.... 1.034 - - - 42.3. 18 .014 .Q.. . i 10.877 15.446 .693 .693 .J.Hl-lb 55. M248 1.5X1.5X0.... .034 8 15 .030 y 15 15.017 15.4461 .693 .JHI-ib RISA-30 Version 16.0.0 [CA ... ...\...\... \22700\22743\22743-RISA-III-rotated.r3d] Page 13 IIiii iiiii 27 of 31 Company : MORAN CANVAS PRODUCTS Designer : NC Job Number : 22743 Model Name : WOOD RANCH BBQ Aug 13, 2019 4:51 PM Checked By: MFS Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check .oclinl LC Shear. Ioc1inl Dir If ohi*Pnc., r hi*Pnt lklohi*Mn v. rhi*Mn z ...Cb Eon .. M702B 1.5X1.5X0 .... I .034 1 0 1 18 .005 0 x!4-13.359 15.446 93 .693 2 J1-Th .5641 M190 1.5X1.5X0 .... ..034 _Q_ J.&. .009 21... V 1.3 13.229 15.446 .693 .693 1 ..IH1-lb 565 M705 2x1x0.0651 .034 14 15 .007 0 i 15 14.304 15.446 .504 .826 2 ...!.HI -lb 566 M593A 1.5X1.5X0. ... I .034 6.743_1.... .018 6.7 _3 .y. 15 15.31 1544. .693 .693 ...H1 -1b Z. M691A i.5X1.5X0 ... . .034 1 0 I 15 .016 0 z 15 15.254 15.446 .693 .693 ..iHI-lb .. M829 I 5X1 5X0 034 009 z.113114.157 15.446 693 693 Hi lb* 569 M607 1x1x0.065 .034 1 0 _1 .003 ....... _L v 1151 6.817 10.064 .295 .295 2 ..JHI-lb 5. M639 1.5X1.5X0.... 1 .033 ,44. _1 .010 0_ .y 15 10.803 15.446 .693 1 .693 j. M617A 1.5X1.5X0.... .033 0 13 .003 0 15 13.475 15.446 .693 1 .693 1..j.H1-1b 572 M843 1x1x0065 033 -o 7-1-41 011365 y..13 5.442 10.064 295 295 lH11b* 573 M644A 1.5X1.5X0.... 1 .033 1 0 1 18 1 .008 0 L 15 15.119 115.446 .693 .693 2 ...iH1-lb M780A 1.5X1.5X0.... .033 Q8 2 .009 Q .y..20 15.174 15.446 .693 .693 ..iHi-lb L74 M613 1x1x0.065 .033 32.8... 13 .006 32.8... i 1.5 6132 10.064 .295 .295 ...!.HI -lb M275 1.5X1.5X0....I .033 12... _1...008 ....Q.. .y 15 15.017 115.446 .693 .693 2 •1H1 -lb 577 M709 2x1x0.065 .033 1 0 1 15 1 .013 0 Iz 15 11.433 115.446 .504 .826 ..!H1 -1b 1578 M381 1.5X1.5X0.... 1 .032 124.4• 1 _1..1 .006 . .y. 15 13.745 115.446 .693 1 .693 1 .;.I.H11b* 579 M699B 1.5X1.5X0.... .032 1 0 1 15 1 .003 0 Iv 15 13.307 15.446 .693 .693 ..JHI-lb . M702 2x1x0 065 032 1 ..0... ....15.. 010 0 1 z 115 14.304 115.446 504 826 1 H1-1b 581 M692A 1.5X1.5X0.... 1 .032 1 0 1 15 1 .016 0 1 z 115 15.254 115.446 .693 .693 2 ...iHi-lb Z M188 15X15X0 032 128.1 ......20 002 ........ .13 13.229 115.446 .693 693 H11b* 583 M281 1.5X1.5X0.... 1 .032 1 8 1 ...fl....1 .022 ...J._. i 13 15.017 115.446 .693 .693 12 •H1 -1b 4 M136A 1.5X1 5X0 032 .JL 015 .._ 15 J 1 846 154.4. 693 693 IHI-lb 585 M713A 1.5X1.5X0.... .032 1 0 18 .009 0 lz 18 15.254 115.446 .693 .693 ..J.1 -11-1b fi M187 1.5X1.5X0.... .031 1 j.5..1 .007 ...QJL 1.3 13.229 115.446. .693 .693 ..l.Hi-lb 587 M392 2x1x0.065 .031 1 ...... 0 15 1 .021 0 z 1.5 12.097 15,446 .504 1 .826 2 ... !.Hl-lb fl M614A I.5X1.5X0.... 1 .031 ..iL1 004 0 y. 18 13.475 1544. 1 .693 1_.693 2 ...I. Hi-lb 589 M388 2x1x0.065 .031 122.9... 1 15 1 .008 0 1 z 19 12.577 1544. .504 1 .826 1 .... HI-lb 590 M103 1.5X1.5X0.... 1 .031 . ..j. .007 ...Q.. . 1.5 7.967 15.446.693 1 .693 1 .... Hl-lb 591 M832 1.5X1.5X0.... 1 .031 1 0 1 15 .002 28.1... . 13 13.229 15.446 .693 .693 1 ... iH11b* 592 M703 2x1x0.065 .031 1j.4_ 15 6.125I 15 14.304 15.446 .504 .826 2..j.Hl-lb 593 M537 1.5X1.5X0.... 1 .031 1 0 15 .011 20.2 ... ly 1814.258 1 15.446 .693 .693 11 ... iHi-ib 594 M841 HSS6x6x4 .031 1123.... 1 13 .005 0 y. L3179.5331216.936 38.64 38.6412..IHI-lb 595 M604A 1.5X1.5X0.... 1 .031 1 0 1.j. .008 0 v115 14.429 115.446 .693 .693 2....1 -1I-1b M584 1.5X1.5X0.... 1 .031 124.4... 1 15 1 .006 24.4... y 115 13.745 15.446 .693 .693 1 ... H11b* 597 M709A 1.5X1.5X0.... .031 1 0 1 15 1 .015 0 . 15 15.254 15.446 .693 .693 1H1 -1b - M700 2xlxO.065 .031 39.9. .J. .015 39.9... y 1 8.272 15.446 .504 .826 1 ...I;H11b* 599 M315 1.5X1.5X0.... .031 125.011 15 1 .005 125.011 y 15 13.668 115.446 .693 .693 2 ... IH1-lb 600 M701 j1.5X1.5X0.... .031 127.0... 1 18 1 :007 0 Iv. 1.! 13.387 115.446 .693 .693 2JH1-lb 601 M703A I1.5X1.5X0.... .031 0 1 20 1 .007 36.5... I y 13 11.888 115.446 .693 .693 2 ... .H11b* 602 M259 1.5X1.5X0.... .030 ....Q... ....1. .010 0 Iv. 15 15.017 115.446 .693 .693 2... Hi-lb 603 M324 I1.5X1.5X0.... .030 21.7... 1 15 1 .011 21.7... I y 13 14.083 115.446 .693 .693 2 ... !.Hl-ib F60-4 M163B t5X1.5X0.... .030 ....Q.. :15: .008 ...Q.. y 1 13.764 15.446 .693 .693 24H1-ib 605 M617 I 1x1x0.065 .030......1 0 1_l .013 1 7.035 10.064 .295 .295 2 .... H1-lb 606 M680 2x1x0.065 .030 _Q.. _13 . .015 7.166 15.446 .504 .826 2...HI-lb QZ M737 i.5X1.5X0....l .030 4PL.. I .007 JL i 11.164 15.446 .693 .693 1.JH1-Ib M264 I5Xl5X0 I 030 tI i1_004 k0+z[15 AJy 12285 15446 693 693 1 IHI-Ib 609 M580 1.5X1.5X0.... .029 0 15 1 .004 31.8... 12.668 15.446 .693 .693 M797A 1.5X1.5X0.... .029 lI 2..IH1-1b .1Q .007 13.74 15.446 .693 .693 2.4.Hi-lb 611 M612 1x1x0.0651 .029 132.8... 1 15 .013 32.8... i 151 6.132 110.064 .295 .295 2 ... H1-1b 612 M5971.5X1.5X0 .... - 26.8...: s... .003 ..... 15 13.417 15.446 :693 .693 t..I.H1-1b 613 M705A 1.5X1.5X0.... ..029 .029 I 0 1 15 .006 0 1 Y 13 13.214 115.446 .693 .693 2 .... Hl-lb .14. M284 I1.5X1.5X0....l .029 1 12 1...j.... .005 ...L..v 15 15.017 115.446 .693 1 .693 2... HI-lb 615 M387 I1.5X1.5X0 .... I .029 124.2... 1 15 1 .008 0 Iz 15 13.767 115.446 .693 1 .693 1 .... Hl-lb 1616 M184 I1.5X1.5X0 .... I .029 I24.3 ... I 18 1 .002 ....Q.....1 V T8- 13.754 115.446 .69 .693 l...I.H11b* 6171 M558 I1.5x1.5X0.... 1 .029 35.7...I 13 1 .008 35.7...1 15 12.038 115.446 .693 .693 2..JHI-lb 618 1 M710 1 2x1x0.065 .028 0 15 .007 232...Iy 13 12.505 115.446]M4 1 .826 1...I.HI..ib 619 _M211.5X1.5X0....I .028 120.3...I 20- .006 I20.3 ... k 114.249JI5.446 .693_1 693 12...I.Hi1b* RISA-30 Version 16.0.0 [CA ... \...\...\... \22700\22743\22743-RlSA-lll-rotated.r3d] - - Page 14 28 of 31 Company : MORAN CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS Model Name : WOOD RANCH BBQ Envelooe AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check Ioc1in1 LC Shear tncFinl fir I ( nhi*Pnl nhi*Pnt Fk1 nhi*Mn , nhiMn, rh F:nn 62 M136 12x1x0.0651 28 0T15 1 .Oi3t01i5 10.7061115.446 .504.82624H1 -lb 621 M552 1.5X1.5X0.... .028 134.951 15 .005 34.95' y 13 12.164 15.446 .693 .693 2...H1 -1b 22 M620 IxixO 065 028 1._Q_ 1151 009 1 ... . 15 9.773 10.064 295 ]_295 2 Hi-lb 623 M699A HSS6x6x4 .028 1147 J .002 0.. . 15166.215216.936 38.64 38.64 2 ... H1-1b 4 M507 1.5X1.5X0.... .028 _Q_ _i.. .009 A.. y. 15 10.939 15.446 .693 .693 2... Hi-lb 625 M160 2x1 x0.065 .028 0 15 .005 0 z 1114.011 115.446 .504 .826 1 ... .H11b* 626 M697B 1.5X1.5X0.... .028 1 _fl_ _2. .003 •• . 13 12.012 115.446 .693 .693 1...I.H11b* 627 M757 1.5X1.5X0 .... j .028 0 13 .024 42.1... 13 10.904 115.446 .693 .693 1 ... .Hl-lb 628 M837A ixlxO 0651 027 0 14 005 2801y 13 7.003 10.064 295 295 1 IH11b* 629 M845 1x1x0.065 .027 _1 .005 0 y 13 6.453 10.064 .295 .295 1 ... I.H1-lb 630 M263 1.5X1.5X0.... 1 .027 1 0 _13 .007 _LIz 15 15.017 15.446 .693 .693 1..j.H11b 631 M313 1.5X1.5X0.... .027 1 0 _15 .006 25.8... 1 13.548 15.446 .693 .693 1 .... HI-lb 632 M847B 2x1x0065 027 8 13 003 0 z 9 15064 15446 504 826 1 H11b* 633 M690 2x1x0.065 .027 1 0 1 13 1 .008 0 z 115 14.304 115.446 .504 1 .826 1 ... .Hl-lb 4 M573A 1.5X1.5X0.... 1 .027 1 AZ.. ..i..1 .008 AZ. v. 18 10.939 115.446 .693 .693 24H1 -1b 6351 M838A 1 1x1x0.065 .027 0 1 14 1 .004 1 _0.. 13 6.453 110.064 .295 .295 11 ... .H11b* 636 M622 - 1x1x0.065 .027 25.7 ... 1_i.& .004 257... y- 15 7.417 110.064 .295 .295 11.4H11b* 637 M549 I1.5X1.5X0.... 1 .026 0 1 20 .012 34.95 y.. 13 12.164 115.446 .693 .693 2 ... iHI-1b 638 M218 1.5X1.5X0.... .026 IL ..i&. .008 _.L y. 15 15.017 115.446 .693 .693 24111-1b 639 M569A 1.5X1.5X0.... .026 42.0... 18 .004 42.0... 1 10.935115.446 .693 .693 1..J.H11b* 640 M691 2x1x0065 026 0 .a.. 010 ....Q. .1 14304 [15446 504 826 2 HI-lb 4.1 Ml 1.5X1.5X0.... 1 .026.1 .Q_.. ..j5 .004 . 1 8.917 15.446 .693 .693 2 ... IH1-lb 42 M509 1.5X1.5X0.... .026 ..fl.. .010 -0.. y - 1, 10.939 15.446 .693 .693 M876 1.5X1.5X0.... .025 ..-.Q... ..j. 2-----H1-1b 643 .006 A.. 1 15.017 115.446 .693 .693 1..i.H1-1b 44 M146B I1.5X1.5X0.... 1 .025 1 0 ..J.&.1 .013 A..1 . y - 1 15.338 15.446 .693 .693 2 .... HI-lb 645 M712A 1.5X1.5X0.... .025 _. 0 15 .011 0 . 15 15.254 115.446 .693 .693 2.J.HI..lb 646 M101 15X15X0 025 21L ...JL 006 221 y 2 12.953 15446 693 693 1 IHI-Ib 647 M603 11x1x0.065 .025 1 0 1 20 .003 28.9... 1 6.846 10.064 .295 .295 1....H11b* fi4 M219 1.5X1.5X0.... .025 11. .i.L .006 37.4... y 1 11.735 15.446 .693 .693 1....Hi-lb 649 M391 12x1 x0.065 .025 1 0 1 15 1 .007 19.8... y 13 13.231 115.446 .504 .826 1..J.Hl-lb 650 M700B I1.5X1.5X0.... 1 .025 127.6... 1...i.&.1 .003 27.6... y 1 8 13.307 I 15.446 .693 .693 2..j.HI-Ib 651 M323 1.5X1.5X0.... 1 .025 9 1 15 1 .012 8.063 v 13 15.204 115.446 .693 1 .693 1...I.Hl..Ib 652 M623 1x1x0.0651 .024 8 1 J.&.1 .009 0 z 15 9.773 110.064 .295 1 .295 2 ... HI-Ib 653 M776 1.5X1.5X0.... .024 136.8... 15 1 .007 I36.8 ... Ii 1 11.846 115.4,46 .693 .693 1.J.Hl-lb 4 M578 1.5X1.5X0.... .024 28 ......ia.. .009 L y. 15 13.25 15.446 .693 .693 tj.H1-lb 655 M684 120x0.065 .024 144.2... 20 2010 0 y 15, 7.166 115.446 .504 .826 2..i.H11b* M545 I1.5X1.5X0.... .024 I 0 JL. .016....Q.... y- 1 12.367 15.446 .693 .693 2....HI-Ib ._jy1642 1.5X1.5X0.... .024 149.4... 18 1 .004 4.. v 181 9.581 15.446 .693 .693 11 ... .Hi-ib 658 M675 2x1x0.065 .024 130.5... 15 1 .012 0 . z 15 10.706 115.446 .504 .826 1 ... .HI..Ib 659 M698A ij6x6x4 .023 147 .iL .002 ...Q_. y 1 166.215j216.936 38.64 38.64 2 .... HI-lb 660 M385 1.5X1.5X0.... .023 0 j.... .008 A.. 14 14.912 115.446 .693 .693 2 ... .HI-lb 661 M217 1.5X1.5X0.... .023 10.9... 15 .005 37.4... . 1 11.735115.446 .693 693 1 .... H1-1b 662 M667 2x1x0.065 .023 0 15 .013 ...fl... 1 10.706115.446 .504 1 .826 2 ... .H1-lb 663 M593 I1.5X1.5X0.... .023 28 15 .016 0 . z 1 13.25 115.446 .69 .693 1 ... IH1-ib 4 M6992x1x0065 023 13002115 012 ....0 zi 10.851 115446 504 826 1 Hl-lb 665 M697 12AX0.0651 .023 I 0 1 15 1 .009 0 Iv 1 5 9.915 115.446 .504 .826 2 ... iH11b* 666 M159 1200.0651 .023 113.4... 1 13 1 .022 0 13 14.394 115.446 . .504 .826 t.jH1-1b 667 M844 1x1x0.065 .022 1 0 1 14 .005 28.0... V 13 7.003 110.064 .295 .295 1 ... ..HI..lb* M149A 1.5X1.5X0.. 1 .022 120.8... 1 13 .008 0 Iz. 13114.182 115.446 .693 .693 1...H1..1b 669 M732 1.5X1.5X0.... 1 .022 110.1... 1 15 1 .002 40.7... IV 15 11.165 115.446 .693 .693 1..H1 -lb 670 M838 1.5X1.5X0.... - .022 124.3...l 18 1 004 124.3...1 y 18 13.754 115.446 .693 .693 24H1lb 671 M620A 1.5X1.5X0.... .022 0 13 .006 0 13 13.381 115.446 .693 .693 2..J.HI-ib fiZZ M570A 11.5x1.5x0.... .022 42.0... 15 .004 42.0... . y. 1 10.935 15.446 - .693 .693 2.J.Hl-lb 673 M294 I1.5X1.5X0.... .021 18.0...I 15 .005 18.0... y 114.496 15.446 .693 .693 2..'HI-lb 674 M849 Hxlxo.065 .021 Q... .jj. .010 l34... y. T3- 5.284 10.064 .295 .295 2 ... HI-Ib 1 6751 M557 j1.5X1.5X0.... 1 .021 0 1 13 1 .006 0 Iz 15113.456 115.446 1 .693 .693 2 ... !.HI-lb 16761 M280 I1.5X1.5X0.... 1 .021 289... 1 13 003 A... y 13113.106 115.446 .693 .693 1 4H 1-lb RISA-31D Version 16.0.0 [CA ... \ ... \ ... \ ... \22700\22743\22743-RISA-III-rotated.r3d] Page 15 29 of 31 Company 1nsA Designer Job Number Model Name MORAN CANVAS PRODUCTS NC 22743 WOOD RANCH BBQ Aug 13, 2019 4:51 PM Checked By: MFS Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Mmhr Shana Cod Check LnrFin1 IC Shear tnrFin1 Dir LC nhi*Pnr nhi*Pnt lklnhi*Mn vnhi*Mn 7 fh Fan 6771 M853 I lxlxO.065 .021 TO 13 1 .003 32.I20 6.237 10.064 .295 .295 2.4H1 -1b 678 M300 11.5XI.5XO.... 1 .021 124.28 j .008 0 y 1.5 13.764 115.446 .693.693 11111-ib 679 M282 11.5Xl.5XO.... 1 .021 10 15 1 .006 28.9... y 13 13.106 15.446 .693 .693 1.J.HI-lb .680 M706A i.5X1.5X0.... .020 28.2... _2.006 ....Q. y 1.3 13.214 15.446 .693 .693 1...I.H11b* 681 M602A 11.5X1.5X0 .... l .020 18.6... 15 1 .009 0 ly. 15 14.429 115.446 .693 1 .693 2 ... .HI-lb . M596 1.5X1.5X0.... 1 .020 126.8... 15 1 .002 . y 1.5 13.417 115.446 .693 1 .693 1 ... HI-lb 683 M634 1.5X1.5X0.... 1 .020 142.78 15 .004 478 y. 1_5 10.798 1 15.446 .693 1 .693 2 ... .Hl.lb 4. M716 2x1x0 065 020 ..15. 010 .J0.z 1.5 11.592 115446 504 826 1 111-lb 685 M287 I1.5X1.5X0 .... I .020 1 0 18 1 .002 0 -v 14 13.626 115.446 .693 1 .693 1...IHI-1b 686 M711A I15X15X0 I 020 1 .1.... J.5... 009 11... .t5 15.254 15.44. 693 693 2 HI-lb 687 M278 11.5Xl.5XO.... 1 .020 1 0 13 1 .002 0 1 v 18 13.106 115.446 .693 1 .693 1 .... H1-1b 688 MISOB 115X1.5X0.... 1 .020 1....&..Eiii .006 ..L y 114 15.338 115.446 .693 -T--.-6 9 -3 1...Hi-lb 689 M701 12x1x0.065 .020 1 0 1 20 1 .009 45.7... y 15 6.793 1 15.446 .504 1 .826 3..1H1 -1b 690 M714 1 2xlxO.0651 .019 I2&2... 1 15 1 .004 282... y 1.4 11.293 115.446..504 1 .826 24H1 -lb 9.1 M836A I Ix1x0.065 .019 1 0 1 15 1 .011 36.. y 13 5.442 110.064 .295 .295 12..i.H1-lb 692 M733 11.5X1.5X0.... 1 .019 123.341 15 1 .002 Q.. y. 1.5 11.165 115.446 .693 .693 1..IH1-lb 693 M835 1.5X1.5X0.... 1 .019 1 0 1 15 .004 0 v 1.5 14.47 115.446 .693 1 .693 2 ... .HI-Ib 94 M592 1.5X1.5X0.... 1 .019 1 0 1..i...1 .006 ..Q. y. 1.5 13.25 115.446 .693 1 .693 2... Hi-lb 695 M576 1.5X1.5X0.... 1 .019 128.0... 13 1 .004 28.0... y 18 13.249 115.446 .693 1 .693 2.J.HI-lb 696 M289 1.5X1.5X0.... 1 .019 1 ...Q. ...i&1 .002 ...Q... y. 14 13.626 115.446 .693 1 .693 2.J.H1.lb* 697 M257 11.5x1.5x0.... .019 1 8 15 1 .011 8 y 18 15.017 115.446 .693 .693 2.4I1 -1I-1b 698 MIIO 2x1x0.065 .019 1 ...42.. .J.3..... .016 1 .42.. y. 13 7.738 115.446 .504 1 :826 1 .j.111 -lb 699 M877 1.5X1.5X0.... 1 .019 1 12 15 .006 ....Q...Iv 15 15.017 115.446 .693 .693 2 ... .HI-lb 700 M621A 1.5X1.5X0.... 1 .019 126.5... 9 .012 _.Q_. y. 13 13.456 1 15.446 .693 .693 1..Hl-1b 701 M698_ 2x1x0M65 .019 I 0 11. .010 Q.. . 15 9.915 115.446 .504 .826 1..IHl-lb 72 M854 lxlx0.065 .018 131.96 14 .003 31.96 y 1 6.295 110.064 .295 .295 1..TH11b* 703 M327 1.5X1.5X0.... .018 18.9... 15 .004 y 1 14.394 15.446 .693 .693 2 .... HI-lb Z4 M717 l2xlx0.065 .018 119.8... 1 15 1 .002 1 0 1 z 1 13.242 15.446 .504 .826 1... HI-lb 705 M723 12xlxO.0651. .018 I 12 1 _1 .008 1 6 Iz 15 14.599 115.446.504 1 .826 2..lH1-lb M624 11xlxo.0651 .018 --71.6021_15 .003 25.631 y . 1 7.442 10.064 .295 .295 1 ... IH11b 707 M173A 1.5X1.5X0 .... 4 .018 I 12 _15 .007 0 y. 13 15.017 115.446 .693 1 .693 2....H1 -lb 708 M619 1 1xlx0 0651 018 12792 15 1 003 ...0.. y. 15Z.035 110.064. 295 295 1 1-11-lb 709 M290 11.5Xl.5XO.... 1 .018 1 8 1 20 1 .012 8 z 19 15.017 115.446 .693 .693 2 ... '.Hl-lb 71 M781A 11.5Xl.5XO.... 1 .018 ..iL1 .005 142.0... y 13 10.938 115.446 .693 .693 2..IHI-ib 711 M371 11.5Xl.5XO.... 1 .018 1 0 1 13 1 .010 0 ly 13 15.017 115.446 .693 .693 2 ... iHI-Ib 2.12 M555 11.5X1.5X0.... .01 1JL. ...20. .009 35.7... I y. 15 12.038 115.446 .693 .693 12... HI-lb 713 M547 11.5Xl.5XO.... 1 .017 1 0 1 13 1 .010 0 IVI I5 12.367 115.446 .693 .693 2 .... Hl-lb 2.14 M377A 11.5XI.5XO I 017 _1I 006 1313249 115.446 693 693 2 HI-lb 715 M288 1.5X1.5X0 .... .017 1 _.Q.. _I .004 ....Q..1 y 18 15.017 115.446 .693 .693 2 .... HI-Ib 716 M718 12xlxO.0651 .017 _l&. .005 _L y. 20 13.604 115.446 .504 .826 2 .... Hl-lb 717 M670 12xlxO.0651 .017 1 0 1 _1 .010 15 7.336 115.446 .504 .826 2...'.Hl-lb Z1 M837 15X15X0____I_016 ?41. _I&.1_007 AJ. 1313754 15446 693 1_693 Hl-lb 719 M857 11xlx0.065 .016 1 _1.. .004 _Qjz 13 9.773 110.064 .295 1 .295 2 ....Hl -lb ,720 M641 1.5X1.5X0.... .016 ...... ...Q... _18.1 .003 1.2 9.855 115.446 .693 1_.693 1... HI-lb 721 M675A 11.5Xl.5XO.... 1 .016 1 _Q. 14 .010 1_Q_.ly 1.5 12.214 15.446 _I 9.L 2 .... lHl-lb 722 M167 12xlxO.0651 .016 115-9-1 9 1.021 1 0 1 z 15 13.98 15.446 .504 1_.826 11..jH11b 723 M118 12xlxO.0651 .016 1 0 1 20 1 .005 y 1.5 13.107 115.446 .504 1_.826 1..I1-11 -lb 124 1 M645A 11.5Xl.5XO.... 1 .016 10.1... .003 ..Q... 1.5 15.139 115.446 .693 I .693 1 ... I.Hl-lb 725 M839A I 1x1x0.0651 .015 I 0 1 14 1 .011 36.5... I y 13 5.442 10.064 .295 1 .295 2.J.1 -11-lb 12 M847 lxlx0.0651 .015 .005 ?O.. 1.3 7.003 10.064.295 .295 2.J.HI1b 221 j41C lxlx0.0651 .015 0 1 191 .004 ...-Q._Y 1.3 6.453 110.064 .295 1 .295 2 .... Hl-lb 28 7 M166 12xlxo.0651 015 0 _13. 019 _... 1512097 15446 504 826 1 HI-lb 729 M646 12xlxO.0651 .015 . 0 5 .011 0 z 15 7.738 115.446 .504 .826 3.J.H1-lb i M633 I1.5X1.5X0....I .015 1...Q ....L1 .004 1.5 10.8 115.446 .693 1 .693 1 .... H1.1b* j M546 I1.5X1.5X0 .... I .015 0 j3 .006 0 y 18 12.783 15.446 .693 .693 2 .... Hl-lb .Z. M322 I1.5X1.5X0 .... I .015 I13.9...L..i..1 .003 ..... 1.3 13.959 E15.446 .693 1 .693 1...I.Hl-lb 733 M646A I1.5X1.5X0....l .015 I 0 1 .1 .005 IlO.l..v 15 15.139 115.446 93 1 .693 2..lH1-lb - RISA-30 Version 16.0.0 [CA ... ... ... ... \22700\22743\22743-RISA-III-rotated.r3d] Page 16 30 of 31 ~n Company DD 9 Designer Job Number Model Name MORAN CANVAS PRODUCTS NC 22743 WOOD RANCH BBQ Aug 13, 2019 4:51 PM Checked By: MFS Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) 734 Member ShaDe Code Gflk LQc1in1 LC Shear. cIi' Dir LC ohi*Pnchi*Pnt 141 .y.. 15166.2151216.936 1k ohi*Mny..nhi*Mn_z.Qb Eq 38.64 38.64 12. M700A HS86x6x4 .015 T45.... 15 .014 735 M635 1.5X1.5X0.... .015 I 0 18 .004 0 z 15 15.254 115.446 .693 1 .693 2 ... IM-lb 736 M850 lx1x0.065 .015 137 4.. 13 .010 37A...j 13 5.284 110.064 .295 1 .295 2...l.Hi-lb 737 M840A lxlx0.065 .014 0 19 .005 28.0... i 13 7.003 110.064 .295 1 .295 2 ... LH11b* 738 M609A j1.5X1.5X0 .014 33.7...I14 .011 133.7... .. 15 12.367 115.446 .693 .693 1 ... I.HI-lb 739 M846C j1.5X1.5X0.... 1 .014 144.1... L 13 .007 44.1... IV 13 10.547 115.446 .693 1 .693 2 ... iHI-lb 74. M611A I1.5X1.5X0 014 L. _i. 012 I337 . 15 12367 15 693 693 2 ... _Hi-lb 741 M707A 1.5X1.5X0.... .014 0 13 .005 0 . 13 13.317 15.446 .693 .693 ....HI -lb 142. M86 1.5X1.5X0.... - .014 & 1 .002 . .y 15 11.646 15.446 .693.693 ..i.HI-Ib 743 M842A HSS6x6x4 .013 1140., 15 .001 _Q.. z 15170.332216.936 38.64 38.64 ...IH1-lb 744 M724 I2x1x0.065 .013 ji..[_1L. .007 0 15 14.599 15.446 .504 .826 ..IHI-lb _Z45 M563A 1.5X1.5X0.... 1 .013 .j_ _1 .005 .y 15Aj.25 1 15.446 .693 .693 HI-lb 746 M331 1.5X1.5X0.... 1 .013 142.5 ... 1 _IL1 .014 45.. I V 13 10.833 115.446 .693 1 .693 ..1.H1 -1b 141 M598 1.5X1.5X0 .... I .013 1 . .i .007 24.4... 1 5 13.745 15.446 .693 .693 ....Hl -lb i4. M835A HSS6x6x4 .013 _.Q. J.&. .001 ._. z t4170.339216.936 38.64 38.64 .4Hl-lb 749 M560 1.5X1.5X0.... 1 .013 0 19 1 .005 0 IV 13 13.456 115.446 .693 .693 2 ..J.HI-lb .ThQ M279 11.5X1.5X0.... 1 .013 .004 _Q.v 13 15.017 115.446 .693 .693 2 ... [HI-lb 751 M676 I1.5X1.5X0.... 1 .013 0 20 1 .011 34.6... X15 12.214 115.446 .693 .693 ..iHl-lb 12. M582 I1.5X1.5X0.... 1 .012 I26.8... i.1 .008 .. 15 13.417 1 15.446 .693 4H1 -lb 7531 M506 I1.5X1.5X0.... 1 .012 1 0 18 .004 510.935 115.446 .693 .693 1..lHl-lb 754 M697A IHSS6x6x4 .012 1147 j. .001 ...0.IV 15166.2151216.936 38.64 1 38.64 2 ... jH1lb 755 M696B 1.5X1.5X0 .... 1 .012 1 0 1 14 1 .009 0 z 0 15.254 15.446 .693 .693 2...IHI-lb 756 M98It5X1.5X0.... 1 .012 1 _QJJL 2.75 8 15.017 115.446 .693 1 .693 2...FHl1b 757 M715 65 .012 18.349 15 .008 25... V 9 11.887 115.446 .504 .826 1 ....HI-ib 758 1 M708A _2xlxO.0 _1.5X1.5X0 .... L .012 I_0 13 1 .003 ?L•• 4 13.261 15.446 .693 .693 ...I.H1-1b 759 M386 1.5X1.5X0.... .012 15.7 ... 15 .005 0 z 4 14.712 15.446 .693 .693 ... 1.1-11-1b 1 M185 1.5X1.5X0....I.012 _0 JL .003 _Q_. 3 13.754 15.446 .693 .693 .4H1 -lb ZQI M121 200.065 .012 26.2... j. .005 5 11.788 15.446 .504 .826 ... I-1-11-1b 7 2. M778A 1.5X1.5X0...._.012 . j .010 ...3._. 5 15.419 15.446 .693 .693 ....H1-ib 763 M663 _2x1x0.065_.011 - 0 14 .003 0 5 13.107 15.446 .504 .826 HI-lb 74.. M714A 15X15X0 .... I_01I_ __ JL 007 _Q.z 131 15.254 15.446 693 693 1 HI-lb 765 M852 1x1x0.065.011 29.2... j .005 29.2... I V 113 6.8 10.064 .295 .295 ....H1 -1 b 766 M855 104.0651 - .011 - ..P_ jj. .009 Q.I zI13 9.773 10.064 .295 .295 2 .... Hl-lb 767 M532 1.5X1.5X0 .... .011 1 0 1 15 1 .011 _.Q.. Z115 15.33 15.446 .693 i 1.. -lb 768 M846 IxixO_065_011 0 jj. 011 L 13 5.442 110.064 295 295 HI-lb 769 M624A 1.5X1.5X0.... .011 1 0 1 19 1 .003 26.5... 20 13.456 115.446 1 .693 .693 2..IH1-1b 770 M706 1204.065 011_._.1 14 1 JL 013 8.021 z 1514304 15.446 504 826 2 HI-ib 771 M145A .011 18.0... 13 .006 _Q_ 13 14.496 15.446 .693 .693 ...IHI-1b ñ M848 _1.5X1.5X0.... _IxixO_065_0II_ 0 003 31.1 ...0 6.453 10.064 295 295 2 1,1911 773 M548 .... 0 19 .005 0 1181 12.783115.446 .693 .693 2...l.HI-lb 174 M295 _1.5X1.5X0 1.5X1.5X0...._.011 _.011 __. 20 8... 15 .010 208... 13114.182 15.446 .693 .693 24 Hl-lb 775 M847C 1.5X1.5X0...._.011 44.1...__15_t.010 44.1... V 13 10.547 115.446 .693 .693 2..11-11-Ib 776 M664 2x1x0_0651_010 0 _1 004 L. 15 12.278 15.446 504 826 2 .H1_lb* 777 M677 1.5X1.5X0 .... Q.. - . .005 _0 i 18 12.624 15.446 .693 .693 2..JHI-lb ZZ. M6I1:5x1.5xcL_.010 _.010 .Q_. -15 1 .002 I_0 z 15 15.017 15.446 .693 .693 ZZQ. .J326I1.5x1.5x0 .... I.010 9. _II .017 8.0631 i 13 15.204 15.446 & .693 2...l.HI-1b 7. M291 I1.5x1.5x0.... .010 iJ .003 0 V 13 13.626 115.446 .693 .693 3 ... MAW 781 M505 1.5X1.5X0 .... _.010 0 1_12 1 .002 0 1 L14 10.935 115.446 .693 .693 2...I1-11 -lb 782 M666 1204.0651 262 L6 _i1 _005 O[z 1811788 15446 504 1 826 2 HI-lb 783 M686 204.0651 .010 _15 .003 29.7 ... I 18 10.917 15.446 .504 .826 2 ... IHI-lb 7 4 M836 1.5X1.5X0 .... _.009 _0 _0 1_I.1 .007 0 k 13 14.47 15.446 .693 1 .693 14H1 -lb 785 M851 .005 292... 13 6.8 10.064 .295 .295 2...iHI-lb Z M689 lxlx0.065_.009 2x1x0.065 124.8 .009 _24.8...j1.1 ... .001 24.8... IVI18 12.138 115.446 .504 1 .826 1 ... IM-lb 787 M612A 1.5X1.5X0.... 1 .009 31.1... 1 q 1 .005 0 y 118 12.783 15.446 .693 1 .693 1..H1 -1b LL88 M174A 1.5X1.5X0.... 1 .009 _12 1 1 .005 ....L. V 13 15.017 115.446 .693 1 .693 2.4H1-jb 789 M610A ... .005 0 . 13 12.783 I5.446 .693 .693 1..IHI-lb 7 M99 1.5X1.5X0...._.009 _t5xt5x0..J_.009 _31.1 _12.1 ... _13 _15 1.003 0 y._15_15.006 115.AAO .693 1 .693 _1..iHl-lb RISA-30 Version 16.0.0 1C:\ ... \...\...\... \227002274322743-RlSA-lll-rotatedr3d1 PnA 17 31 of 31 UDop Company : 1111 CANVAS PRODUCTS Aug 13, 2019 Designer : NC 4:51 PM Job Number : 22743 Checked By: MFS llsA Model Name : WOOD RANCH BBQ Envelope AlSC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check LncFinl LC Shear J ncFinlflirl C nhiPnr nhi*Pnt Fklflhi*Mn U nhiMn (h nn 791 M585 15X15X0 009 2441 15 004 4 313 745 15446 693 693 2 HI-lb 792 M325 I1.5X1.5X0.... 1 .00 1 0 JL .003 .Q 3 14.268 15.446 693 1 .693 .79 M695B 1.5X1.5X0.... 1 .009 0 JI. .005 _Q_. 8 15.254 15.446 .693 .693 ....HI-Ib .7 4. M841A HSS6X6X4 .008 141.... .j.. .001 . ..Q_ 5169.224216.936 38.64 38.64 -lb .Hi 795 M678 1.5X1.5X0.... .007 31.7... .005 0 y 15.446 .693 .693 ....HI.lb* i9 Mi86 15X15X0 007 _Q. ..j 006 Q 18L12.624 354 15.446 693 693 HI-lb 197 M687 2x1x0.065 .007 ....Q.. 18 1 .004 0 Iv 15 10.927 115.446 .504 .826 3 .... Hl-Ib 79. M694A HSS6x6x4 .007 0 . Ji.1 .000 0 v 18170.382 216.93 38.64 38.64 2....H11b* 799 M848B 1.5X1.5X0.... .007 1 0 j.. .010 3 10.418 15.446 .693 .693 2 ..J. H1-lb M721 2x1x0 065 007 1 0 .1 007 6 V19 14.599 1 15.446 504 826 iHI-ib 801 1 M688 2x1x0.065 .007 ....Q. J..L1 .003 27.9 • i 15 11.37 115.446 .504 1 .826 2 ... .HI-lb .PZ M85 11x1x0.0651 .006 0 J.&. 005 .. 13 9.773 1 10064 295 295 2 HI-lb 803 M7 I1.5X1.5X0.... 1 .006 112 Lii. .002 12 15 15.017 15.446 .693 .693 1 .... Hllb .4 M120 2x1x0 065 006 261.. 15 005 .Q. 15 11.799 115.446 504 826 1 Hi-lb .805 M596A '1.5X1.5X0.... 1 .006 Q j .011 P. 15 15.33 115.446 .693 .693 11..J.HI-1b 806 M694 2x1x0 065 005 P ..J2. 002 1 0 1z 1814304 15446 504 826 1 IHI-lb 807 M119 12x1x0.065I .005 0 1 15 1 .004 ..0 . 1z 15 12.278 115.446 .504 .826 1..IH1-lb 808 M692 12xlxO.0651 .004 O1 004 ...L.Iz 1514304 115.446 504 826 2,1141-1b 2x1x0.0651 .004 0 Ji. .005 1 15 11.799 15.446 .504 .826 3.Hiib M M665 M688A I1.5X1.5X0 .... I .004 Q. .j.&.1 .002 Q v 18 15.254 115.446 .693 .693 1 ... .Hi-lb 811 1 M693 12x1x0.065I .003 14 1 20 1 .003 0 z 15 14.304 115.446 t .504 .826 2....HI-lb .12. M559 li.5xl.5xo.... I .000 L.1 .000 0 7 i 15.254 115.4461 .693 .693 1 HI-lb RISA-3D Version 16.0.0 [CA ... ... \ ... ... \22700\22743\22743-RISA-IlI-rotated.r3d] Page 18 q * SULLAWAY b I ENGINEERING September 9, 2019 Project: Woodranch BBQ Project Number: 22743 Response to comments 14, 17, 18, and 19: 14.) The ICC report for Dewalt's screw bolt + into masonry is ICC ESR-4042 Since the failure of the three members are at 10 percent or less, it has been deemed O.K. for this project The columns are 6X6X3116" Sq. HSS. They are shown in the "section sets" portion of the report, page 15 of 30. Its demand over capacity check is shown on pg. 24 of 30 This letter has been provided in order to facilitate the review process by providing either direct answers to the comments or pointing out where in the engineering package the comment can be addressed r t( \' C48588 liii EXP. 6/3012020 I J* c,v".. OF C Mike Sullaway, P.E. ? iVioi I-OIC3 CERTIFICATE OF FLAME RETARDANCE ISSUED TO: MORAN CANVAS PROD. CA 8135 CENTER STREET 1111 11 1 ji LA MESA, CA 91942 ZVI P.O. No. 353756 NUMBER: 96403 DATE: 8/13/2019 GA - 1201.01 THIS IS A CERTIFICATE OF COMPLIANCE. Qty Description of Material, Structure, Etc. 64 YARDS; 6008 BLACK NFPA 701 SMALL SCALE , ASTME-84 CLASS A, FLAME SPREAD: 10, SMOKE DENSITY: 25, CALIFORNIA TITLE 19 section 1237 AND CALIFORNIA TB 117-2013 FOR INTERIOR & OUTDOOR USE and CAN NOT BE WASHED OFF 1 1 SUPPLIES/HANDLING SHIP VIA UPS TRACKING 1Z3502W1 03 7629 0164 *THE SAMPLES TAKEN FROM THE ABOVE REFERENCED FABRIC, TREATED WITH FLAMECOAT. MEETS OR EXCEEDS THE LISTED CODES AND ARE TESTED BY AFC AND/OR A 3RD PARTY TESTING LAB. AMERICAN FLAMECOAT INC. mlm-ffiftl OF 520 Eagleton Downs Drive - D Pineville, NC 28134 0: 704.405.2550 F: 704.543.9772 I — www.amerieanflamecoat.com II Note: Fabrics and/or materials described on this certificate are intended for interior use unless otherwise stated. Due to the number of external forces that can diminish flame retardancy, this fabric should be periodically retested to insure it retains its effectiveness. We do not warrant the length of time that the fabric remains fire retardant. Certificate void if material is exposed to open flame or extremely hot lights or electrical wiring. CERTIFICATE OF FLAME RETARDANCE 8135 CENTER STREET ISSUED TO: MORAN CANVAS PROD. CA LA MESA, CA 91942 P.O. No. 353756 NUMBER: 96403 I DATE: 8/13/2019 THIS IS A CERTIFICATE OF COMPLIANCE. Qty Description of Material, Structure, Etc. 64 YARDS; 6008 BLACK NFPA 701 SMALL SCALE ASTME-84 CLASS A, FLAME SPREAD: 10, SMOKE DENSITY: 25, CALIFORNIA TITLE 19 section 1237 AND CALIFORNIA TB 117-2013 FOR INTERIOR & OUTDOOR USE and CAN NOT BE WASHED OFF I SUPPLIES/HANDLING SHIP VIA UPS TRACKING 1Z3502W1 03 7629 0164 *THE SAMPLES TAKEN FROM THE ABOVE REFERENCED FABRIC, TREATED WITH FLAMECOAT, MEETS OR EXCEEDS THE LISTED CODES AND ARE TESTED BY AFC AND/OR A 3RD PARTY TESTING LAB. AMERICAN FLAMECOAT INC. ME;0c. 520 Eagleton Downs Drive. D -. Pineville, NC 28134 0: 704.405.2550 -.- F: 704.543.9772 - -rn, www.americanflamecoat.com Note: Fabrics and/or materials described on this certificate are intended for interior use unless otherwise stated. Due to the number of external forces that can diminish flame retardancy, this fabric should be periodically retested to insure it retains its effectiveness. We do not warrant the length of time that the fabric remains fire retardant. Certificate void if material is exposed to open flame or extremely hot lights or electrical wiring.