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2622 GATEWAY RD; 100; CBC2019-0335; Permit
Building Permit Finaled kr7city Of Carlsbad Commercial Permit Print Date: 03/30/2020 Job Address: 2622 Gateway Rd, 100 Permit Type: BLDG-Commercial Parcel No: 2132621900 Valuation: $16,966.08 Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Permit No: CBC2019-0335 - Work Class: Patio Status: Closed - Finaled Lot #: Applied: 07/09/2019 Reference #: . Issued: 09/04/2019 Construction Type: . PermitFinal Close Out: Bathrooms: Inspector: PYork Orig. Plan Check #: Final Plan Check #: Inspection: 03/30/2020 PANINI KABOB GRILL: AWNING (50 SF) AND CANOPY (1,326 SF) FOR OUTDOOR PATIO Applicant: JEANINE WILSON 818-994-3999 Owner:. BRESSI RETAIL LLC 130 Vantis Dr, 200 Aliso Viejo, CA 92656-2691 858-526-6655 Contractor: EXCLUSIVE AWNINGS INC 1663 Industrial Ave, D Norco, CA 92860-2970 951-736-0606 FEE . AMOUNT BUILDING PERMIT FEE ($2000+) $177.05 BUILDING PLAN CHECK FEE (BLDG) $123.94 FIRE A-2 & A-3 Occupancies - TI $628.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-COMMERCIAL . . $4.75 Total Fees: $934.74 Total Payments To Date: $934.74 Balance Due: $0.00 Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, res&vations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division . . 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 ( 4 City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Ccc9 O3. Est. Value d/I(o, l(oé.bfl PC Deposit Date __________ Job Address c(ot Rd. Suite: 1OO APN:a(3 6 ?' -•OO Tenant Name: Po.rs.i r.. 1<. o._)o 0 1 (,r\ CT/Project $1: Lot #:________ Occupancy: Construction Type:_ Fire Sprinklers: yes /no Air Conditioning: yes /no BRIEF DESCRIPTION OF WORK: Pt ') I u - )( & pro e L+F, b v o\ rap Qc.¼v.op oyer *côç sA. El Addition/New: New SF and Use, _New SF and Use, Deck SF, I 3 I(p Patio Cover SF (not including flatwork) 0 Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use F] Pool/Spa: SF Additional Gas or Electrical Features? El Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 13 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: O-ZY\e '. \.S ' Name: Rn-' Lu Address: 5 'H%Vccr' c'.A.' t. Address:_________________________________ City:\fo..\\e.6 1'e.t- State: -JZip: ¶i 4 0 1 City: ____State:Zip: Phone: Phone:_____________________________ Email: 1.0 ( _cc) LCO Y Email:_____________________________ DESIGN PROFESSIONAL CONTRACTOR BUSINESS * Name: Ce..re..r. c.. b o 0 v& Name: G x c i e.. A dj r Address: _7 $ 0#b A Address: 1665 t rck,i \-v. e'_ AFe.. * City: C&vc,&& P&rK..State: CA Zip:Q i3b'4 City: _A1b c- c- State: _ zip: Cl ?%c too Phone: "74'47 -a O 8 oq Phone: _q S - 13 to — 0606 Email: tc..o \-r -. e- 'c e.rr.. C-0 fr'. Email: *rchILt State License: C-i X3.°1. State License: I b 'i 31. Bus. License:______________ (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 ($5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760.602-8558 Email: BuiIdingccarlsbadca.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. 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: VA 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: .hJ-r.—fi \- fAGENT DATE: 7 3 - I (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). 0 I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property Improvement. 0 Yes 0 No 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 I address / phone I 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: EJAGENT DATE: 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 SECTIONFOR NON-RESIDENTIAL BUILDINGPERMITS 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? Dyes 0 No 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 AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required forexcavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued bythe 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 days 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 fora period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: _'.J.3 \.-J..-(Sr-._ DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarIsbadCa.gOv B-2 Page 2 of 2 Rev. 06/18 Building Permit Inspection History Finaled ('City of Carlsbad Permit Type: BLDG-Commercial Application Date: 07/09/2019 Owner: BRESSI RETAIL LLC Work Class: Patio Issue Date: 09/04/2019 Subdivision: Status: Closed - Finaled Expiration Date: 09/28/2020 Address: 2622 GATEWAY RD, # 100 IVR Number: 20259 CARLSBAD, CA 92009-1775 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 1011012019 1011012019 BLDG-14 107244-2019 Failed Paul Burnette Reinspection Incomplete FramelSteellBoltlng!We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1011112019 1011112019 BLDG-14 107384.2019 Failed Paul York Reinspection Incomplete Frame1SteelIBolting!We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1011612019 0313012020 BLDG-14 123717.2020 Passed Chris Renfro Complete Frame!SteellBoltinglWe Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency INSPECTION COMPLETED ON 10/16/2020 No NEVER ENTERED INTO ENERGOV BLDG-Final Inspection 123716-2020 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency COMPLETED ON 10/16/2019. NEVER Yes ENTERED INTO ENERGOV 03/24/2020 03/2412020 BLDG-14 123087.2020 Failed Michael Collins Reinspection Incomplete FramelSteel/Bolting!We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No plans or inspection record card on site No BLDG-Final Inspection 123088.2020 Failed Michael Collins Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No plans or job card on site. No / Monday, March 30, 2020 Page 1 of I V/ EsGil A SAFEbulltCompany DATE: 8/30/2019 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0335 SET: II PROJECT ADDRESS: 2622 GATEWAY ROAD PROJECT NAME: AWNING/CANOPY OVER OUTDOOR DINING AREA FOR PANINI KABOB GRILL The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's BUILDING codes. El 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. LII 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: JEAN INE WILSON 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: JEANINE Telephone #: 818 994 3999 Date contacted: (by: ) Email: NEHI76@AOL.COM Mail Telephone Fax In Person LI REMARKS: By: Bert Domingo Enclosures: EsGil 8/22/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiItCornpany DATE: 7/22/2019 0 APPLICANT 0 JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: (26_9Oa35D PROJECT ADDRESS: 2622 GATEWAY ROAD PROJECT NAME: AWNING/CANOPY OVER OUTDOOR DINING AREA FOR PANINI KABOB GRILL 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. Eli 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: JEANINE WILSON 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: JEANINE Telephone #: 818 994 3999 Date 7Telephond ~'(,tacted: ,7 (by:4") Email: NEHI76@AOL.COM £,Mail Fax In Person LII REMARKS: By: Bert Domingo Enclosures: EsGil 7/11/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0335 OCCUPANCY: TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7/22/2019 JURISDICTION: CARLSBAD USE: ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/11/2019 PLAN REVIEWER: Bert Domingo 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: CARLSBAD PLAN CHECK #.: CBC2019-0335 PREPARED BY: Bert Domingo DATE: 7/22/2019 BUILDING ADDRESS: 2622 GATEWAY ROAD BUILDING OCCUPANCY: II B BUILDING PORTION AREA (Sq. Ft.) -Valuation Multiplier Reg. Mod. VALUE ($) CTY ESTIMATE 16 ,966 Air Conditioning Fire Sprinklers TOTAL VALUE 16,966 Jurisdiction Code jCB IBY Ordinance 1997 UBC Building Permit Fee V 1997 UBC Plan Check Fee f V Type of Review: El Complete Review El Structural Only El Other Repeats El El Repetitive Fee Hourly V EsGil Fee 1 Comments: In addition to the above fee, an additional fee oL$ is due hour $ /hr.) for the CaIGreenreview Sheet-1 of ,1 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 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. . ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11 B-202.4. CBC section 11 B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11 B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 3. Existing primary path of travel to the building or facility entrance, including: Please show generic accessible parking a) The accessible parking dimensions, slope, and cross-slope in compliance with CBC 11 B-502. The access aisle dimensions, slope, and cross slope in compliance with 11 B-502.3. The location of detectable warnings at hazardous vehicle areas. 1113- 705.1.2.5. The curb ramp (if any) 48" minimum width, 48" x 48" turning space at the bottom, landing length of 48" at the top, slope and cross-slope in compliance with CBC 11 B-406. The ramp (if any) slope, cross-slope, 48" minimum width, 60" x 60" landing at the top, 72" long landing at the bottom, compliant changes in direction (60" x 72") in compliance with CBC 11 B-405. The stair (if any) width, riser and tread dimensions, contrasting stipes, handrail height, gripping surfaces and top/bottom extensions in compliance with CBC 11 B-504 and 505. Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11 B-403. Show the accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11 B-206.4. 4. Existing toilet facilities that serve the remodeled area shall be shown to comply with the accessibility features of CBC, 11 B, Division 6. Provide generic restroom details showing compliance. 5. Existing drinking fountains (if any) shall be shown to comply with the accessibility features of 11 B-602 and 11 B-211.2. 6. Existing accessible parking reflectorized identification including the "van accessible", "250 fine", and "unauthorized vehicle parking" signs per 11 B-502.6, 11 B-502.6.2, 11 B-502.8.2. Existing accessible parking surface identification. 11 B-502.6.4.1. Existing access isle "NO PARKING" identification per 11 B-502.3.3 Provide the address and phone number for the location to reclaim towed vehicles. 11 B-502.8.2. 7. Show location of proposed illuminated exit signs per CBC 1013. 8. Show the location of proposed tactile exit signs per CBC 1013.4 and 11 B-703.4.2. Show the occupant load sign within the general seating area near the main exit. CBC 1004.3. Show directional signs at the following locations when the means of egress are not accessible. 1009.10 a) At exits serving accessible spaces but not providing an accessible means of egress. Show that compliant restrooms are marked with signs per 11 B-703.7.2.6.3, including braille and the International symbol of accessibility. 11 B-216.8. AB1732 Section 1, Article 5:118600: All single-user toilet facilities in any business establishment, place of public accommodation, or state or local government agency shall be identified as all-gender toilet facilities by signage that complies with Title 24 of the California Code of Regulations and designated for use by no more than one occupant at a time or for family or assisted use. The location of and directions to the compliant restrooms shall be posted in or near the building entrance and shall include the International symbol of accessibility. 11 B-216.8. TRIMAR ENGINEERING r~d cyovW ON Structural Calculation Project: Panlni Kabob Grill Carlsbad - Canopy o:_ RA,- Project address: NW-eor. Gate ayRoad-&-EI-Fuerte-St-1ig.F, Ste. 100 Carlsbad, CA 92009 Prepared for: Exclusive Awnings, Inc. GENERAL NOTES I.) DESIGN CODE: DEC2018 2) DESIGN LOADS: ASCE 7.10 WIND VELOCITY: 110 MPH ROOF LIVE LOAD :5PSF PROVIDE PROTECTON AGAINST DISSIMILAR MATERIALS 6) PROVIDE FULLY WELDED CAP AT ENDS OF OPEN PIPE MSS. 7.) MIN. CAP THICKNESS • PIPEIHSS THICKNESS SCOPE OF WORK IS UNITED TO THE DESIGN OF CANOPYIAWNING FRAMING. POSTS AND ATTACHMENTS TO FOUNDATION OR WALL ELEMENTS, SCOPE OF WORK EXCLUDES PERFORMING CAPACITY CHECKS OF WALL ELEMENTS, BUILDING STRUCTURE, FOUNDATIONS, SUB-STRUCTURES, OR OTHER EXISTING STRUCTURAL ELEMENTS ALL OF WHICH ARE BY OTHERS. 6/25/2019 Prepared By Cerenico G. Madrona, P.E., M.ASCE 7868 De Soto Ave. Canoga Park, CA 91304 W: 747-202-0809 C: 818-667-1279 1 CBC20I9-0335 2622 GATEWAY RD #100 PANINI KABOB GRILL: AWNING (50 SF) AND CANOPY (1,326 SF) FOR OUTDOOR PATIO 2132621900 7/9/2019 CBC20I 9-0335 Job: Pamni Kabob Grill Carlsbad_Canopy I Pg. 2 NW Cor. Gateway Road & El Fucrtc St., Bldg. F, Ste. 100, Carlsbad, CA 92009 I Design based on 2016 CBC ASCE 7.10 I I Design Loads I Dead Load, D: Element Weigtd(psQ Fatotr moflng RIDgeS IRootuveLoad, Lr 5i't I Wind Design Data On Exclusive Awnings, Inc. drawings for Canopy Structure Details) RinkCe!agary ii Male design wind speed (3 see. gust elnd) V 110 mg4r Ex3rosereeetegoly(B,CcrD) ' C Tepograplrlctattot K. Mean roof heIrt 10.70 It Reef Mgte e Degrees Kr a vetodtypressure expanwe aneltldent eantuated at height. h.(Tab 273.1) on Kr wind dnialitytudor.(Ta2R0-1) 0.05 Vetecltypruasure, 220 Is Gust elledtaeiorfrcmSectmi2s.9, 0 0.85 Encteaws classification: Open Baldlsg Use Fla.27.4-4. MWPRS- Patti. Meeeslsee F,neRaefn .e445•.Too'. 100 ROOF LOAD OBSTRUCTED RIND P1.0W Net Design Pressure ANGLE CASE ri0a' p thOSe, (Pe0 e Can Cia Pw PL l2.8' Al 0.22 4.13 4.19 -21.58 81 1.08 -0.3 20.64 .8.71 100 Al: 0 -1.17 0,00 .22.26 8182 0.03 -0.3 17.69 4.71 UsePin.27.4-7,MWFRS-Partl. MonosbeepeeeRocfa.ea4P.yo9r.210' ROOF ANGLE I LOAD CASE - lHwbnW Distance horn Windward Edge OBSTRUCTED WIND FLOW Net Design Pressure p! 0 C, (Ps Ce P ALL Al. A2 - 9 1 42 .2233 sb 52h 0.9 .17.12 D, 2h .0.6 -11.41 - 81,02 - Sb 0.5 9.51 3,1r, 520 0.5 9.51 2. 2h 0.3 6.11 MWFNS- Part 1, Wall P,esaureCeefflcieeta, C. (Fig. 27.4-1, ASCE 740) S'jrfaae LID C Design wtndpressere.p (Pd) Windward Well All values 0.8 15.20 f LOAD Side Wall Allvalaes -0.7 -13.32 ICASE Leeward Walt - 0.4 4.5 -9.61 Jr1,81 Leeward Wall 2.4 -028 -633 JAZ 82 I See RISA calm for structure members design I Sea Eaduslea Awnings. Inc. drawings for Canopy Structure Details Job: Panini Kabob Grill Carlsbad—Campy Pg. 3 NW Cor. Gateway Road & El Fuerte St., Bldg. F, Ste. 100, Carlsbad, CA 92009 NM (See Exclusive AwnIngs, Inc. dmwlngsfer Canopy Structure Details) I NOTE: ALL JOINTS 10 BE FULLY WELDED UNLESS OTHERWISE SHOWN IN THE DRAWINGS I CANOPY FRAME MEMBERS SHAPE S MATERIAL SUMMARY ELEMENT SHAPE MATERIAL Post IlSS3s3x1I4 AS000,sdeB Top &Batt Chord HS82x1xM16 A500 Graft B Tram Web IRIS 1x1xIto AND Grab B Rafters HSS2x1x14GA M00 Graft B stance Hsilzontate HSS 2 aIx I4GA MOO Grade B alancaVe,ticuln HSS2xIx14GA AND Grade B uluncaWeb HSSIxIxiI8 A500 Grade B Ledger HSS2it1xI4GA IA500 Grab B MldBesin HSS2a1xINIB JASOD Grade B NOTES: DesIgn of campy Inane and anchorage Is bed on the eoaweptlon that the eIatlng supporting structure Is adequate to carry toads Imposed by the attached canopy. Existing structures IwalIs components shown In the shop drawings to be field verified. Job: Panini Kabob Grill Carlsbad—Canopy I Pg4 NW Cor. Gateway Road & El Fuenc St., Bldg. F, Ste. 100, Carlsbad, CA 92009 Wed Attachment Design Ledger Attachment Design Truss Bottom Attachment Design Base Joint Max. Reactions: (From RiSAcalce, LC7, Nod. N378) Bean Joint Max. Reactions: (From RiSAcalce, LC24, Node N164) X = .0,638 lop= .838 Lb (Tension) 0.633 lOp' .633 Lb (Tension) Y. 0.178 KIp' 178.0 Lb (Shear) -0.404 Kom .4114.0 Lb (Shear) Z= 0.005 KIp 5.00 Lb (Shear) zz 0.002 NIp = 2.00 Lb (Shear) ResullxstSheardemand' 178 Lb (Shear) ResntlsntSheardemando 404.0 Lb (Shear) Try 3l0' OIL A307 steel Log Screw Show demand per screwof(2)oaewso 202 Lb (Shear) Lag Screw diameter ' 315 in Tension demand per screw ot(2)nctewao .317 Lb (lesion) Elfesilee depth ofernbedmest' 2.50 In try 310' Cia. Ago? elect Leg Screw Existngwned asanmndG '0.50 Lag Suewdlamelsr 318 In Log Screw nithdrawal design value 305 thllrt (Table 112NDS) Eifenllve depth of embedment ' 2.60 In Load duration factor, Ce' Is Existog wood assrnsted 0 '0.50 Formal Converelon factor. Kffactoi 3.32 it ' 0.65 (10e2.3.56052015) Log Screw withdrawal design value ' 305tblIn. (Table lt2A,NOS) Leg Saew Tendon capacity ' 2833 Lb a 838 Lb (Oh) Lead duration factor. C11' 1.5 atScnveisasfactor1fa50r(p,p 3.32 4'' 0.65 (table Steel Lag screw Shea capacity: Lag Screw Tendon capadiy' 2633 Lb a 317 Lb (Oh) Lag Screw darer design value o 150 Lb (Table hR NS) Steel Log screw Shear capacity: Load dwsllcnfactor, Ceo 1.6 Log Screw eheardoslgnvahie' 180 Lb (TablehlK.NDS) Fonnat Conversion factor, KFfaclm 3.32 4' m 0.66 (table 2.3.560S 2015) Lead duration factor, CDm 1.6 Lag Screw Shear repadlyo 622 Lb a 178 Lb (Oh) FormedConversion factor, KFfactor1LRF 3.32 4'' 0.6$ (Tabte2.35052015) Lag Sonw Slrearcepasily 632 Lb a 202 Lb (Oh) USE: *307 0alvanlzedlZlnc Plated Steel Lag screw, 318' Dlamater USE: *307 GalvanlzedlZinc Plated Steel Lag screw, 310' DIameter with Mbrlmwn 2'112' Efifective depth of Embedment I with Minimum 2.112' Efifecllve depth of Embedment Top Anchern33 32' O.C. MAX. SPACING (2 )Anchors per connection Post Base Anchor Design Maa. Base Joint Reactions: ( Front RlSA cafes, LC22. Node N2) X 0 0.071 Nips ' 71 Lbs Y .2.141 Nips m .2141 Lbs 1 n 0.023 Nips 11 -23 Lbs MX ' .0.028 Nip-St n .336 In-Lbs MV 11 0.043 Nip-St 11 -516 InLbs NZ z .0.318 Nip-Ft 11 4816 In-Lbs (5eeProlincalcnpagea) USE: HILTI Kwik Bolt TZ Stainless Steel 304 112' DIA.x 2.000 NiH. ANCHOR DEPTH Installed per ICC MR-1917 on existing mm. 5" thL, ('a u 2500 psi concrete See H1L11 Pecan Anchor calm resulting archer forces) daterlal properties: Fy' 36 1(51 Fa' 58 Ksl Base plate B' B In. Base plate I' 0.375 In. Mchorresattngtonnlon fame, T,' 2141 Lbs ReuaDantdlslancelo base plate critical section. e' 1.60 In. '2.11V((T,.'e)/(BFrt) (LRFD) 0.23111. I SE: A36 ISee Exclude Awnlnge. Inc. drawings for Campy Structure Details I NOTES: Design of canopy frame and anchorage In bused on the assumption that the existing supporting structure Is adequate to carry leads Imposed by the attached canopy. Existing structures lwalls components show In the chap drawings to be field verified. Tnmar Panini Kabob Grill Patio Cover Carlsbad 3D FRAME I Panini Kabob Grill Patio Cover_Cauisbad.r3d "Tho Envelope Only Solution Trimar Enqineerinc CM Panini Kabob Grill Patio Cover Carlsbad BOUNDARIES I Panini Kabob Grill Patio Cover Cadsbad.r3d Ax Tnmar CM Panini Kabob Grill Patio Cover Carlsbad MEMBERS I Panini Kabob Grill Patio Cover Carlsbad.r3d Md Member Code Checks Displayed Loads: BLC 3, Wind Load Case Al Trimar Engineering CM Panini Kabob Grill Patio Cover Carlsbad WIND LOAD CASE Al Panini Kabob Grill Patio Cover_Carisbad.r3d Member Code Checks Displayed Loads: BLC 4, Wind Load Case BI Trimar CM Panini Kabob Grill Patio Cover Carlsbad WIND LOAD CASE BI I Panini Kabob Grill Patio Cover_Carlsbad.r3d Member Code Checks Displayed Loads: BLC 5, Wind Load Case A2 Tnmar Engineering CM Panini Kabob Grill Patio Cover Carlsbad WIND LOAD CASE A2 Panini Kabob Grill Patio Cover_Ca,lsbad.r3d Member Code Checks Displayed Loads: BLC 6, Wind Load Case B2 Tnmar Engineering CM Panini Kabob Grill Patio Cover Carlsbad WIND LOAD CASE B2 Panini Kabob Grill Patio Cover_Carlsbad.r3d Member Code Checks Displayed Loads: BLC 2, Roof Live Load Tnmar CM Panini Kabob Grill Patio Cover Carlsbad ROOF LIVE LOAD I Panini Kabob Grill Patio Cover Carlsbad.r3d Z4J Member Code Checks Displayed Loads: BLC 7, Roof Cover DL Trimar Engineering CM Panini Kabob Grill Patio Cover_Carlsbad ROOF COVER DEAD LOAD panini Kabob Grill Patio Cover Carlsbad.r3d Loads: BLC 9, Fan DL Trimar Engineering CM Panini Kabob Grill Patio Cover Carlsbad FAN bo LOAD Panini Kabob Grill Patio Cover_Cartsbad.r3d Loads: BLC 8, Heater DL Trimar CM Panini Kabob Grill Patio Cover Carlsbad HEATER DEAD LOAD I Panini Kabob Grill Patio Cover Cartsbad.r3d z x AY I Trimar Engineering CM Panini Kabob Grill Patio Cover Carlsbad Panini Kabob Grill Patio Cover Carlsbad.r3d SPRINKLER LINE Designer : CM 111RISA Job Company : Trimar Engineering Number AIETCilt.icGOMrw Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Hot Rolled Steel Properties LbøI P 1kfl a fksil Nu Tharm Pd lncitulkl Vialrffkail Pt, F,iflcail Pt _j._. A992 29000 11154 1 .3 .65 .49 50 1.1 65 1.1 _2_. A36 Gr.36 29000 11154 1 .3 .65 .49 36 1.5 58 1.2 3 A572Gr.50 ..2900_ 11154 .3 .65 .49 50 1.1 65 1.1 _.4.._ A500 Gr.B RND 29000 11154 1 .3 .65 .527 42 1.4 58 1.3 _L A500 Gr.B Rect 29000 11154 .3 .65 .527 _46.._.. 1.4 58 1.3 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 1 60 1.2 7 A1085 29000 1 111-5-4.1.-A. 1 .65 1 .49 1 50 1.4 1 65 1.3 A513 1 29000 1 11154 1 .3 65 1 .49 1 72 1 1.5 1 87 1.2 - Hot Rolled Steel Section Sets - Label Shape Type Design List Material QssL .(i!' yy [i...lzz (i..Jjirt4j I Post HSS3x3x4 Column SquareTube A500 Gr.B R ye!.a 244 3.02 3.02 L. Top & Bott Chord HSS2x1x3 Beam RECT I A500 Gr.B Rect 2!22 .112 .35 ..QiJ Truss Web HSS1x1x2 Beam SquareTube A500 Gr.B ReCt Typical.4109.0544.0544 .0802 _4_ Rafters HSS2xlx14GA Beam RECT A500 Gr.B Rect D2!22.1-3977.0677.2042.1568 5 Valance Horizontals HSS2xlx14GA Beam RECT A500 Gr.B Recb2!2a.1.3977 .0677 .2042.11568 6 1 Valance Verticals HSS2xlx14GA Beam RECT A500 Gr.B RedTypicall.39771.0677.20421.1568 7 Valance Web HSSIxIxZ._.._._ Column SquareTube A500 Gr.B ReCt Typicall.41091.0544.0544 .0802 Ledger HSS2xlx14GA Beam RECT A500 Gr.B RectTypicall.39771.0677.2042 .1568 Mid Beam HS52x1x3 Beam RECT MOO Gr.B Red Typical.845 .112 .35 .1J .j 1-1/2" Sprinkler Line PIPE2.0 Beam Pipe A53 Gr.B ical 1.02 .627 .627 t2J 11 1-1/4" Sorinkler Line PIPE 1.5 Beam _...fjp A53 Gr.B 12j.P 14 .293 .293 .88J JL1 1" Sprinkler Line I PIPE _I .25 1 Beam Pipe A53 Gr. L2M.625 .184 .184 - Member Primary Data Labal I Joint .1 Joint K J ... Rotata(d... Sactionl5hana Tvna flainn hat Matarial flaainn RiiIa Ml NI I .fi8 Post Column .uareTube A500 Gr.B R... Typical _2._ M2 ..li.I .N82. I Post Column SquareTube A500 Gr.B R... Typical 3 M3 N3 I jj11 Post Column SauareTube A500 Gr.B R... Tyoical A_ M4 J4...1 i82 - Post Column Squarelube A500 Gr.B R... J:ypJ_ _._ MS j. .f498.. - Post Column SauareTube A500 Gr.B R... Typical _L M6 j. N112 - Post Column SquareTube A500 Gr.B R... Typical .1... M7 .1!7 N122 Post Column SauareTube A500 Gr.B R... Typical _&. M8 .j... Ni.2 - Post Column SquareTube A500 Gr.B R... Typical _9_ M9 J49. Ni.42 Post Column .$auareTube A500 Gr.B R... Typical _i. MIO Ni.Q. N1.47 - Post Column SquareTube A500 Gr.B R... Typical 11 M11 NIl N12.. - _Valance Horizontals Beam RECT A500 Gr.B R... Typical IL1 MI2 liii N55 - Valance Web Column SquareTube A500 Gr.B R... Typical .13 1 M13 ,!jtt1 N55 - RIGID None None RIGID DR1 it.11 I4 N12 N1.3. - Valance Horizontals Beam RECT A500 Gr.B R... Typical 15 M15 N12 57 - Valance Web Column -So..uareIube A500 Gr.B R... Tvoical j. M16 NI2 N7. - RIGID None None RIGID DRI 17 M17 N13 Nit I- Valance Horizontals eani._ RECT A500 Gr.B R... Typical 1.8... M18 NI.. 1I8 I - Valance Web CoIumn SquareTube A500 Gr.B R... Typical 19 M19 J,j14 J41. I Valance Horizontals Beam RECT A500 Gr.B R... ical 10. M20 jj fQ. I Valance Web Column SquareTube A500 Gr.B R... Typical 21 M21 N14 N60 RIGID Non. None RIGID DRI 22. M22 Nii Ni.Q Valance Horizontals Beam RECT A500 Gr.B R... Typical 2. M23 NiL NfiL - Valance Web Column SauareTube A500 Gr.B R... Typical 24. M24 N1.8. Valance Horizontals Beam RECT A500 Gr.B R... Typical 2& M25 Nil N84..Valance Web Column Sauarelube A500 Gr.B R... Typical 28 M26 NIL NIL Lt~~ Nil Valance Honzontals Beam RECT 500Gr.B R... N17 j4j Typical M27 Valance Web Column Scivarelube A500 Gr.B R... I Typical - RlSA-31D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 17 IIIRISA Company : Trimar Engineering Designer : CM Job Number : Checked By: CM AN CJ(COVPk Model Name : Panini Kabob Grill Patio Cover—Carlsbad Member Primary Data (Continued) Label I Joint J Joint K J. otated Sectinn!hane Tuna flinn I ict Mtril flA.nn R..I 28 1 M28 N18 I N19 I= Valance Horizontals Beam RECT A500 Gr.B R... Typical 19. M29 N18 N68 - Valance Web Column SpuareTube A500 Gr.B R... Typical L M30 ffl9. j2 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 31 M31 N19 Ji7O. - Valance Web Column Sauarelube A500 Gr.B R... jyp,cal 32 M32 N20 i421 Valance Horizontals Beam RECT A500 Gr.B R... Typical ... M33 J20. N73. Valance Web Column Qaraflthe. A500 Gr.B R... Typical 34 M34 I J21 j22 Valance Horizontals Beam RECT A500 Gr.B R... Typical 35 M35 1N21 W6. I _. Valance Web Column Sauarelube A500 Gr.B R... Typical 36 M36 I .f422. J423 I - Valance Horizon Is Beam RECT A500 Gr.B R... Typical iL M37 N. JJZ - Valance Web Column SnuareTube 00 Gr.B R... Typical _ M38 N78 RIGID None None RIGID DRI - 39 M39 N23 JJ24.. Valance Horizontals Beam RECT Gr.B R... Typical .4. M40 .NL - Valance Web Column SquareTube Gr.B R... Typical 41 M41 4. Ji2. Valance Horizontals Beam RECT Gr.B R... Typical .4. M42 j4. N86 - Valance Web Column SquareTube A500 Gr.B R... Typical 43 1 M43 N. J426. - _Valance Horizontals Beam RECT A500 Gr.B R... _jypj_ .44_1 M44 N25 jj Valance Web Column SquareTube ASOO Gr.B R... Typical 45 M45 N26 j,J27 Valance Horizontals Beam RECT A500 Gr.B R... Typical .46. M46 112. N93 Valance Web Column SquareTube A500 Gr.B R... Typical 47 M47 N27 .fJ28 - Valance Horizontals Beam RECT A500 Gr.B R... Typical _48 M48 N21 N9 - Valance Web Column SquareTube A500 Gr.B R... Typical ..49. M49 N28 N29 - Valance Horizontals Beam RECT A500 Gr.B R... Tvolcal Q... M50 N2. ¶j.Q Valance Web Column SquareTube A500 Gr.B R... _1:ypical 51 M51 N29 JJ3 - Valance Horizontals Beam RECT A500 Gr.B R... Typical ..... M52 N29 !,iiQ - Valance Web Column SquareTube A500 Gr.B R... Typical & M53 N30 I1.04 - Valance Web Column SauareTube A500 Gr.B R... Typical 4_ M54 N31 .N30 - Valance Horizontals Beam RECT A500 Gr.B R... Typical J[55_ j'432 J1L - Valance Honizontals _Beam_ RECT A500 Gr.B R... Typical _ M56 N. J2 - Valance Honizontals Beam RECT A500 Gr.B R... Typical 57 M57 N33 .M37 - Valance Horizontals Beam RECT - A500 Gr.B R... Typical & M58 N33 N11.3 - Valance Web Column SquareTube A500 Gr.B R... Typical 9 M59 N34 N1 14 - Valance Web Column SauareTube A500 Gr.B R... Typical .60 M60 N NIIS - Valance Web Column SquareTube ASOO Gr.B R... Typical 61 M61 .N1 Njj - Valance Web Column puareTq A500 Gr.B R... Typical 2. M62 ILI N41 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 63 M63 jLI N12 - Valance Web Column SauareTube A500 Gr.B R... _Iypical 4_. M64 N124 Valance Web CIumn SquareTube A500 Gr.B R... jypical 65 M65 N39 I N12 Valance Web Column SauareTube A500 Gr.B R... Typical . M66 Ij4Q. N12 - Valance Web Column SquareTube A500 Gr.B R... Typical 67 M67 N41 N4 _ Valance Horizontals Beam RECT A500 Gr.B R... Typical . M68 Mi N133 - Valance Web Column SquareTube A500 Gr.B R... Typical 69 M69 N42 N14 - Valance Web Column SauareTube A500 Gr.B R... Typical .10_ M70 N4. N1 - Valance Web Column SquareTube A500 Gr.B R... Tyoical ii_ M71 N44. N136 Valance Web Column 500 Gr.B R... Typical iZ. M72 JN45 .N49.. - Valance Horizontals Beam RECT A500 Gr.B R... Typical 73 M73 N45 N143 Valance Web Column SauareTube A500 Gr.B R... Typical 14_ M74 N46 N144 - Valance Web Column SquareTube A500 Gr.B R... Typical 75 M75 N47 N14 Valance Web Column 500 Gr.B R... Typical Z_1 M76 I N48 f414 - Valance Web Columft SquareTube A500 Gr.B R... Typical 17. Valance Web Column Sauarelube A500 Gr.B R... Typical 18 . M78 ..NQ. - 1" Sprinkler Line Beam Pipe A53 Gr.B Typical i_ M79 M77 1J149.O MR7 1 1 - RIGID None None RIGID DRI L M80 4.. - RIGID None None RIGID DRI 81 M81 N55 Valance Honzontals Beam RECT A500 Gr.B R... Typical Z M82 4 - Top & Boll Chord Beam RECT A500 Gr.B R... IypcaI fl. JL .NZ. .N58 - Valance Horizontals I Beam RECT A500 Gr.B R... Typical ..4_1 M84 I17 N278 Rafters I Beam RECT IA500 Gr.B R... _Iypical RISA-3D Version 16.0 .3 [CA \ \ \ \ Panini Kabob Grill Patio Cover_Carlsbad r3d] Page 18 Designer : CM IIIRISA Job Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Prima,' Data (Continued) Label I Joint .1 Joint I( J RntatefrL Seotinn/hane Tuna flQ,r.n I kt P.AtAriI flinn PI,IQ L _M85 58... i4. Valance Horizontals Beam RCT ASOO Gr.B R... Toical .86 .1 M86 N. N224 - Rafters Beam RECT A500 Gr.B R... Typical IL. M87 N59 Nih - Truss Web Beam ScivareTube A500 Gr.B R... Typical ... M88 IQ. 14.1 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 89 M89 N60 N216 - Rafters Beam RECT A500 Gr.B R... Typical 90 M90 Nt JSl64. Valance Horizontals Beam RECT A500 Gr.B R... Typical 91 M91 N61 IN188 Too & Boll Chord Beam RECT A500 Gr.B R... Typical 92_ M92 i'!. I N1871 - Truss Web Beam SquareTube A500 Gr.B R... Typical j. M93 N63 I N55 Tot) & Boll Chord Beam RECT A500 Gr.B R... jyp1ca1 jj M94 .N63 IN171 Truss Web Beam SquareTube A500 Gr.B R... Typical 95 M95 N64 1 Ji66. - Valance Horizontals Beam ._RECT A500 Gr.B R... Typical 96 M96 j4 I 1277 - Rafters Beam I RECT A500 Gr.B R... Typical 97 1 M97 N65 IN172 - Truss Web Beam I SauareTube A500 Gr.B R... jypical .9& M98 J4 - Valance Horizontals Beam RECT Gr.B R... Typical .9.9_ M99 N66 N2Z.9 _____ Rafters Beam RECT Gr.B R... Typical jQ MIOO IL !,1188 Truss Web Beam SquareTube Gr.B R... al Typical MIOI N67 j _iop & Boll Chord Beam _RECT Gr.B R... Typical 102 M102 Z. N112 - Truss Web Beam SquareTube Gr.B R... Typical j M103 N.. N7 Valance Horizontals Beam RECT A500 Gr.B R... Typical 104 M104 11. 81 - Rafters Beam RECT Gr.B R... Typical 105 M105 N69. 22j - Truss Web earn SauareTuJie Gr.B R... Typical j.Q M106 N9.. 81 - Truss Web Beam SquareTube Gr.B R... Typical .101 M107 N9. 6.3. Too & Boll Chord Beam RECT A500 Gr.B R... Typical j M108 IZQ. a Valance Horizontals Beam RECT A500 Gr.B R... Typical 109 M109 N70 N189 - ______ Top- & Boll Chord Beam RECT A500 Gr.B R... Typical IIQ M110 J72. N1731 - Truss Web Beam SquareTube A500 Gr.B R... Typical III MIII - Valance Horizontals Beam RECT A500 Gr.B R... _:Eypical 1121 M112 1N73 N237 - Rafters Beam RECT A500 Gr.B R... Typical 1131 M113 74 N228 - Truss Web Beam SouareTube A500 Gr.B R... Typical 1141 MI 14 N74. N=- Truss Web Beam SquareTube A500 Gr.B R... Typical 1151 MII5 N74 N67 - Too & Boll Chord Beam RECT A500 Gr.B R... Tvoical 11 M116 NTh. N1891 Truss Web Beam SquareTube A500 Gr.B R... _Iypical ill. M117 N75 - Too & Boll Chord Bearn RECT A500 Gr.B R... Typical 118. M118 NZ. N173 - Truss Web Beam SquareTube A500 Gr.B R... Typical 119 MI 19 N76 N78 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 120. M120 li7. 39 - Rafters I Beam RECT A500 Gr.B R... Typical 121 MI2I Nil N30Z Truss Web Beam SouareTube A500 Gr.B R... Typical 122. M122 Nfl '1 - Truss Web .eam Squarelube A500 Gr.B R... Typical 12.3. M123 N77 N69 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 14. M124 N78. N81. - ______ Valance Horizontals Beam RECT A500 Gr.B R... Typical 125 M125 N78 N220 Rafters Beam RECT A500 Gr.B R... Typical 128. M126 i79.. NM- Truss Web Bean SquareTube A500 Gr.B R... _Iypical 127. M127 N79 N169 - Truss Web Beam uareTube A500 Gr.B R... Typical 128. M128 II79. Nl - Top & Boll Chord Beam RECT A500 Gr.B R... Typical 129 M129 N80 N33 Truss Web Beam SauareTube A500 Gr.B R... Typical 130. M130 N8Q N228 - Truss Web Beam SquareTube A500 Gr.B R... Typical 1311 M131 N80. i474.. - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 132. M132 N81 JN8L - Valance Horizontals Beam RECT A500 Gr.B R... Typical 133. M133 N81 N190 Jop & Boll Chord Beam RECT - A500 Gr.B R... j:ypica l 134. M134 N83 N304 - Truss Web Beam SquareTube A500 Gr.B R... Typical 139. M135 N83 IN2351- Truss Web Beam SauareTube. A500 Gr.B R... Typical 139. M136 .N.3. J479.. - Top & Boll Chord Beam RECT A500 Gr.B R... Typical 131 M137 J4. [174 - Truss Web Beam Sauarelube A500 Gr.B R... Typical 138 M138 N85 M90 Truss Web Beam SquareTube A500 Gr.B R... Typical 139. M139 N85 N8I Too & Boll Chord Beam RECT A500 Gr.B R... Typical 140 M140 N85 N174 - Truss Web Beam SquareTube A500 Gr.B R... Typical 141 M141 1186 1 N91 Valance Horizontals Beam RECT IA500 Gr.B R..._Typical : : : : RlSA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 19 Company : Trimar Engineering IIIRISA Designer : CM Job Number : Checked By: CM PIEMLTSOILI( Model Name : Panini Kabob Grill Patio Cover—Carlsbad Member Primary Data (Continued) I ahal I .Inint i mint It I Pntta(,I t.nnLhn nn I .t M.IiI ihn 142 M142 I li. N28 Rafters Beam - RECT A500 Gr.B R... Typical 143i4143 JSLL !J2 - Truss Web _Jam_. SauareTube A500 Gr.B R... Tvolcal 144 M144 I N87R3U — Truss Web Beam SquareTube A500 Gr.B R... Typical 145 M145 I N87 j'177 — Too & Boll Chord Beam .__cr A500 Gr.B R... Tvoical 146 M146 N8 13 - Truss Web — Beam SquareTube A500 Gr.B R. Typical .141 M147 N. J30 Truss Web Beam SauareTube A500 Gr.B R... Tvolcal 14 M148 N. li80. — Top & Boll Chord Beam RECT A500 Gr.B R... Typical 14 M149 N89 47 — Truss Web _eam_ Sauareiube A500 Gr.B R... Typical j. M150 19. 4 — _____ Truss Web Beam SquareTube A500 Gr.B R... Twice l ji M151 N89 jj6. — Too & Boll Chord Beam RECI A500 Gr.B R... Tvoical iZ M152 li90. N240 Truss Web Beam SquareTube A500 Gr.B R... _Typical 153 M153 1N90 N19 -- Truss Web Beam SauareTube A500 Gr.B R... Typical .14 M154 I N90. l48. Top & Boll Chord Beam RECT A500 Gr.B R... Typical 155 M155 I N91 N9 - Valance Horizontals Beam RECT A500 Gr.B R... Typical .i. M156 I N91.. N282 Rafters Beam RECT A500 Gr.B R... Typical 157M157 1 N92 N305 — Truss Web Beam SauareTube A500 Gr.B R... Typical .158 158 1 i!92. N240 — Truss Web Beam SquareTube A500 Gr.B R... Typical j M159 I •N9. N90 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 160 M160 I N93 N95 — ______ Valance Horizontals Beam RECT A500 Gr.B R... Typical ii M161 I N93 N244 - Rafters Beam RECT A500 Gr.B R... Typical iZ M162 1N94 N353 — Truss Web Beam SquareTube A500 Gr.B R... Typical 163 M163 I N94 IN3051— Truss Web _..am_.. SauareTube A500 Gr.B R... Tvoical 164 U164 94 N92 — Top & Boll Chord Beam RECT A500 Gr.B R... Typical 165 M165 N95 N246 Too & Boll Chord Beam RECT A500 Gr.B R... 1ypica1 166 M166 N95. N100 _ Valance Horizontals Beam I RECT A500 Gr.B R... Typical 167 M167 N95 N98. . Too & Boll Chord Beam I RECT A500 Gr.B R... Typical iM M168 .N91 N175 — Truss Web Beam SquareTube A500 Gr.B R... Typical 16911 169 N98 N191 Truss Web _Beam_ SauareTube A500 Gr.B R... Typical 170. M170 N98 N175 - Truss Web Beam SquareTube A500 Gr.B R... Typical ill 1 M171 N99. N246 - Truss Web Beam SnuareTube A500 Gr.B R... Typical .172. M172 J!!99. 91 Truss Web Beam SquareTube A500 Gr.B R... Tynical iTh M173 N99 N9 . - Too & Boll Chord Beam RECT A500 Gr.B R... jyI 174 M174 100 N103 _ Valance Horizontals Beam RECT A500 Gr.B R... Typical 175 M175 100 N2191 Rafters Beam RECT A500 Gr.B R... Typical ii. M176 N101 WX — Truss Web Beam SquareTube A500 Gr.B R... Typical .111 M177 NIOI N246 - Truss Web Beam SauareTube A500 Gr.B R... Typical 178 M178 I N102 _NM— Truss Web Beam SquareTube A500 Gr.B R... Typical 119. M179 IN102 N306 — Truss Web Beam SauareTube A500 Gr.B R... TypjL .190. M180 IN102 N99. — Too & Boll Chord Beam RECT A500 Gr.B R... Typical .191 M181 N103 N104 Valance Horizontals Beam RECT A500 Gr.B R... Typical 192 M182 IN103I N2171 - Rafters Beam RECT A500 Gr.B R... Typical j M183 N14 21 - Rafters Beam RECT 500 Gr.B R... Typical .194. M184 N105 N1041 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 185 M185 IN106 N1051 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 186 M186 IN107 09 - Top & Boll Chord Beam RECT A500 Gr.B R... Typical 197. M187 14107 N370 - Truss Web Beam SouareTube_ A500 Gr.B R... _I.vnicaL 1.8. M188 N197 N307 - Truss Web Beam SquareTube A500 Gr.B R... Typical 199. M189 N108 N307 - Truss Web Beam Sauarelube. A500 Gr.B R... Typical 190. M190 Nj.0 22 - Truss Web Beam SquareTube A500 Gr.B R... Typical 191 M191 .N22 Truss Web 8eanL_SouareTube A500 Gr.B R... ]ypj[ 192. M192 ti.09 [192 - Truss Web Beam SquareTube A500 Gr.B R... Typical 193 M193 IN109 N113 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 194. M194 IN110 N192 - Truss Web Beam SquareTube A500 Gr.B R... Typical 19. M195 NIIO N176 Truss Web Beam SauareTube A500 Gr.B R... Typical 1.9 M196 N1111 N176 I__ Truss Web Beam SquareTube A500 Gr.B R... Typical 191 ..MI9L N113 N106 - Valance Horizontals Beam RECT A500 Gr.B R... Typical M198 N113 N123 Valance Horizontals _am_. RECT A500Gr.B R... Typical RlSA-3D Version 16.0.3 Kabob Grill Patio Coyer_Carlsbad.r3d] Page 20 IIIRISA Company : Trimar Engineering Designer : CM Job Number A1TSOJPANY Checked By: CM Model Name : Panini Kabob Grill Patio Cover—Carlsbad Member Primary Data (Continued) IheI I mint i mint Ki PnthtAld Rarfinn/Rhana T.na noolmn I t Mtril floin Piglaa 1991.M199 N113 N252 Too & Boll Chord Beam RECT A500 Gr.B R... Typical 200 M200 N114 N254 - Rafters Beam RECT ASOO Gr.B R... Typical 201 M201 NI 15 N255 - Rafters Beam RECT A500 Gr.B R... JYPICSL. 202 M202 N 11 - Rafters Beam RECT A500 Gr.B R... Typical 203 M203 N117 N119 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 204. M204 liZ N377 - Truss We Beam SquareTube IA500 Gr.B R... Typical 205. M205 117N308 Truss Web Beam SauareTu A500 Gr.B R... Typical 2.05. M206 N1 15. 1 N308 - Truss Web Beam SquareTube A500 Gr.B R... J:ypiL. 201 M207 118 N258 Truss Web Beam SauareTube A500 Gr.B R... VDIcal 201 M208 R119 N258 Truss Web Beam SquareTube ASOO Gr.B R... Typical 209 M209 N119 9- - Truss Web Beam SauareTube A500 Gr.B R... Typical 210 M210 119 N123 - Top & Boll Chord Beam RECT A500 Gr.B R... Tyoical 211 _M211 N120 N1931_ Truss Web Beam SauareTube A500 Gr.B R... Typical 212 M212 N120 N1771 Truss Web Beam SquareTube A500 Gr.B R... Typical 213 M213 IN121 177 - Truss Web Beam SauareTube A500 Gr.B R... _pjj_ 2.14. M214 N123 N1331 - Valance Horizontals Beam RECT A500 Gr.B R... Typical 215. M215 N123 N258 _Too & Boll Chord Beam RECT A500 Gr.B R... Typical 216 M216 N124 VM_ Rafters Beam RECT A500 Gr.B R... Typical 211 Ji217 N125 N261 Rafters Beam RECT ABOO Gr.B R... Typical - 215. M218 126 N262 - Rafters Beam RECT A500 Gr.B R... Typical 219. M219 N1271N129 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 220. M220 127 385 - Truss Web Beam SquareTube IA500 Gr.B R... Typical 221 M221 127 N3091- Truss Web Beam SauareTube A500 Gr.B R... Typical 222 M222 N128 N309 - Truss Web Beam SquareTube 500 Gr.B R... ical 223 M223 N128 BM - Truss Web _J.am_ SauareTube A500 Gr.B R... Typical 224 M224 N129 N2U - Truss Web Beam SquareTube A500 Gr.B R... Typical 225. M225 2 194 _. Truss Web _Beam SauareTitbe A500 Gr.B R... Typical 225. M226 I1 1.32 - _Top & Boll Chord Beam RECT A500 Gr.B R... Typical 221 M227 1 130 l9 Truss Web Beam SauareTube A500 Gr.B R... iyp1ca1_ .228 M228 3 118 - Truss Web Beam SquareTube A500 Gr.B R... Typical 9. M229 IN131 NIM - Truss Web Beam SauareTube A500 Gr.B R... Typical 230. - Valance Honzontals Beam RECT 500 Gr.B R... Typical 231 M231 - Too & Boll Chord Beam RECT A500 Gr.B R... Typical 232 M232 ______ Rafters Beam RECT 500 Gr.B R... Typical 233 M233 M2304 N137N139 Rafters Beam RECT A500 Gr.B R... Typical 234 M234 . Rafters Beam RECT A500 Gr.B R... Typical 235 M235 - Too & Boll Chord Beam I RECT A500 Gr.B R... Typical 235.. M236 N137 N393 - Truss Web Beam ..8quareTube A500 Gr.B R... Typical 231 M237 N137 N310 - Truss Web Beam SauareTube A500 Gr.B R... Typical 238. M238 N138 N310 Truss Web Beam SquareTube A500 Gr.B R... Typical 239. M239 N138 N269 - Truss Web Beam .SauareTube A500 Gr.B R... Typical 240. M240 N139 N269 - Truss Web Beam SquareTube A500 Gr.B R... Typical .241 M241 N.13.9 N195 - Truss Web Beam SauareTube A500 Gr.B R... Typical 24.2. M242 I N1 39 N143 - Top & Boll Chord Beam I RECT A500 Gr.B R... Typical 243 M243 IN140 N195 Truss Web Beam .SuareTube A500 Gr.B R... Typical 24A M244 N140 N181 I Truss Web Beam SquareTube A500 Gr.B R... Typical 24.5. M245 N141 N181 - Truss Web _5..am_. SauareTube A500 Gr.B R... Typical 245.. M246 N1.43 N1551- Valance Horizontals Beam RECT A500 Gr.B R... Typical 247 M247 N143 25.9 Too & Boll Chord Beam RECT A500 Gr.B R... Typical 245.. M248 N1441 14270 - Rafters Beam RECT A500 Gr.B R... Typical 249. M249 N1451 N272 - Rafters Beam RECT A500 Gr.B R... Typical 250. M250 N146! N273 - Rafters Beam RECT A500 Gr.B R... Typical 251 M251 147N154 RIGID None None RIGID DRI 252 M252 N147 N148 - RIGID None None RIGID DR1 25.3. M253 N149 N151 - Too & Boll Chord Beam RECT A500 Gr.B R... j_ 25.4 M254 N149 - N402 - _______ _____ Truss Web Beam I SquareTube 18,500 Gr.B R... Typical 25.5.., M255 N1491 143-1- Truss Web Beam SquareTube IA500 Gr.B R... Typical RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 21 Designer : CM 111RISA Job Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Primary Data (Continued) IbAI I Jaint J mint IC i RnttA1rI Rarfinn/Ahana Tuna nocinn I if MtoriI fl&,in 2561 M256 IN150 N3111 Truss Web Beam SguareTube A500 Gr.B R... Typical .M257 1N150 N2741 Truss Web Beam SouareTube A500 Gr.B R... Tvøical .2. M258 N151 N274 - Truss Web Beam SquareTube A500 Gr.B R... Typical 259 M259 N151 N19 - Truss Web Beam SauareTube A500 Gr.B R... Typical 260 M260 Ni.j Ni Top & Boll Chord Beam RECT A500 Gr.B R... Typical 21 M261 N12 f196 Truss Web Beam SmiareTube A500 Gr.B R... Typical 22 M262 N1 2 NM Truss Web Beam SquareTube A500 Gr.B R... Typical 2631 M263 IN153 N112 Truss Web _Beam__- SauareTube A500 Gr.B R... Typical 2641 M264 I N155 h2a Top &_Boll_Chord Beam - RECT A500 Gr.B R... Tynicat 265 M265 IN157 Nj3 - ______ VSprinkler Line Beam Pioe A53Gr.B Typical 266 M266 IN168 N51 - 1"Sprinkler Line Beam Pipe A53 Gr.B Typical 267 M267 N170 N1 - RIGID None None RIGID DRI 268 M268 N179 ffl9 - RIGID None None RIGID DRI 269 M269 N183 Ni - 1-1/4"Sørinkler Line Beam pipe A53 Gr.B Tvoical 270. M270 N187 2Zi - Top & Boll Chord Beam RECT A500 Gr.B R... Typical 2 1 M271 N188 N228 - To p & Boll Chord Beam RECT A500 Gr.B R... Tvoical 2Z2. M272 N1.9 N2 Top & Boll Chord Beam RECT A500 Gr.B R... Typical 2Z. M273 N19Q N240 - -To p & Boll Chord Bearn RECT i5OO Gr.B R... Typical 274 M274 N1.99 N2Q RIGID None None RIGID DRI 27 . M275 J4 f4241 - RIGID None None RIGID DRI 27 M276 121.0 N2Z RIGID None None RIGID DRI 277 M277 1 N211 N24 - RIGID one None RIGID DRI 27 M278 I N212 1I2Z1 - RIGID None None RIGID DRI 279 M2.79_ N213 N227 - RIGID None None RIGID DR1 280 M280 215 136 Rafters Beam RECT A500 Gr.B R... Typical M281 N215 N2511 RIGID None None -RIGID DRI 292 M282 217 N3631 Rafters m CT IA500 Gr.B R... Typical 2. M283 N 2491 RIGID JNone None_I RIGID .flRt 294 M284 I21.9 N361 I Rafters Beam RECT A500 Gr.B R... Typical 285 M285 I N219 N24Z - RIGID None None - RIGID DR1 2 M286 20 N2 - Rafters Beam RECT 500 Gr.B R... Typical 297 M287 N1 j32 Top.&Boll Chord Beam RECT A500 Gr.B R... Typical 2 M288 i2 N221 - Mid Beam Beam RECT t5OO Gr.B R... Typical 289 M289 N223 N278 - RIGID one None - RIGID DR1 299 M290 i24 - Rafters Beam I RECT A500 Gr.B R... Typical 291 M291 N229 N222 - Mid Beam Beam RECT A500 Gr.B R... I Tyoical M292_ N229 Mid Beam Beam I RECT A500 Gr.B R... I Typical 29 M293 N229 N228, Mid Beam _am_I RECT A500 Gr.B R... I Typical 294 M294 N229 I10 - Top & Boll Chord BeamI RECT A500 Gr.B R... Typical 295. M295 N228 N2301- Mid Beam Beam RECT A500 Gr.B R... Tvoical 29 M296 N229 N277 - RIGID None I None RIGID DRI 297 M297 N231 N279 -- RIGID None I None RIGID DRI 299 M298 N22 N20 - Mid Beam Beam 11 CT A500 Gr.B R... Typical 299 M299 233N291 - RIGID None I None RIGID DRI 300 M300 N294 N22 - Mid Beam _S?am. RECT A500 Gr.B R... Typical 301 M301 I N235 N24 - Mid Beam Beam RECT A500 Gr.B R... Tvoical 2 M302 N f04 Top & Boll Chord Beam RECT A500 Gr.B R... Typical M303 N236, N2D - RIGID None None RIGID DRI 04 M304 N27 ('1348 - Rafters Beam RECT A500 Gr.B R... Typical 3 M305 N37 ('j23 Mid Beam Beam RECT A500 Gr.B R... Typical 30 M306 N238 N380 - Rafters Beam RECT A500 Gr.B R... Typical 307. M307 N38 I237 - Mid Beam _Beam RECT A500 Gr.B R... Typical 308 M308 1 239 N2381 Mid Beam Beam RECT A500 Gr.B R... Typical 309 M309 N240 N239 - Mid Beam Beam RECT A500 Gr.B R... Typical 3101 M310 1 240 N3051 Top & Boll Chord Beam RECT A500 Gr.B R... Typical 3111 M311 IN242IN240 - Mid Beam Beam RECT A500 Gr.B R...Typical 12 M312 N242 N280 RIGID I None I None I RIGID I DRI RISA-31) Version 16.0.3 [C:\...\...\....... Kabob Grill Patio Coyer_Carlsbad.r3d] Page 22 111RISA Company : Trimar Engineering Designer : CM Job Number : Checked By: CM ANEME2CIKCOM1'.N Model Name : Panini Kabob Grill Patio Cover—Carlsbad Member Primary Data (Continued) Label I Joint J Joint K J ...qotatpM.. Section/Shane Tvnik flinn Lkt Mtar,I flpcinn Ridan 3131 M313 24 N242 Mid Beam Beam RECT A500 Gr.B R... Tvoical .14 M314 N243 2821 - RIGID None None RIGID DRI 315 M315 N244 N358 - Rafters Beam RECT A500 Gr.B R... Typical 316 M316 N244 4 Mid Beam Beam RECT A500 Gr.B R... Typical 317 M317 N246 N360 - Top & Bolt Chord Beam RECT A500 Gr.B R... Typical 318 M318 N246 N244 - Mid Beam Bcam RECT A500 Gr.B R... I pical .1.9. M319 N248 N246 Mid Beam Beam RECT_ A500 Gr.B R... Typical 320 M320 N249 N248 - Mid Beam Beam RECT A500 Gr.B R... Typical .i M321 N251 N249 Mid Beam Beam RECT A500 Gr.B R... Typical 322 M322 N252N3W - Top & Boll Chord Beam RECT A500 Gr.B R... _Iyp4I 323 M323 58 Mid Beam Beam RECT A500 Gr.B R... Tvical .24 M324 N252.N251.- Mid Beam Beam RECT IA500 Gr.B R... Typical 3251 M325 N254 N372 - Rafters Bearni_. RE IA500 Gr.B R... Tvoical 326 M326 N2551N374 - Rafters Beam RECT IA500 Gr.B R... Typical 327 M327 N2561N376 - Rafters Beam RECTIA500 Gr.B R... Tynical 328 M328 N258 N377 - Top & Boll Chord -_Beam RECT IA500 Gr.B R... Typical 329 M329 N258 N= - Mid Beam _Beam RECT A500 Gr.B R... _Typical 330 M330 N259 N379 - Rafters Beam RECT A500 Gr.B R... _j:ypical i M331 261 N381 - Rafters Beam RECT A500 Gr.B R... Typical 332 3 N262 Rafters Beam RECT A500 Gr.B R... Typical 333 M333 N263M- ______ TOP & Boll Chord Beam RECT A500 Gr.B R... Typical 334 M334 N263 N269 - Mid Beam Beam RECT A500 Gr.B R... Typical 335 M335 265N387 Rafters _Beam I RECT A500 Gr.B R... Typical 336 M336 N266 N389 - Rafters Beam I RECT A500 Gr.B R... Typical Z. M337 1 268 N3911 - Rafters Beam RECT A500 Gr.B R... Typical 338 M338N269 N3931 - Top & Boll Chord Beam III ECT IA500 Gr.B R... Typical 339 M339 N269 N274 Mid Beam Beam_ I RECT IA500 Gr.B R., Typical 40. M340 N270 JN39A Rafters Beam III ECT IA500 Gr.B R... Typical 41 M341 N 72 - Rafters ._Beam RECT A500 Gr.B R... Typical 342 M342 2731N400 Rafters Beam 11 ECT _ A500 Gr.B R... Typical 343. M343 N274 IJJ402 - Ioo & Boll Chord Beamt I RECT A500 Gr.B R... Twical .3441 M344 2761N337 - Rafters Beam I RECT A500 Gr.B R... 1yp1ca1 345 M345 277 40 - Rafters Beam RECT A500 Gr.B R... Typical 346 M346 N278 Rafters Beam RECT A500 Gr.B R... Typical .47 M347 N279 N341 Rafters Beam RECT A500 Gr.B R... Typical 348 M348 2Q N3551 Rafters Beam RECT A500 Gr.B R... Typical ,49. M349 N281 4. - Rafters Beam_ RECT A500 Gr.B R... Typical 50 M350 N2 57 - Rafters Beam RECL. 500 Gr.B R... Typical 351 M351 N288 N12 - RIGID None .._.._None RIGID DRI 352 M352 N29 N291 - 1-1/2" Sprinkler Line ._.Beam Pipe A53 Gr.B Typical. 353 M353 N290 N1.8 - 1-1/4" Sprinkler Line Beam Pine A53 Gr.B Tvnical 354 M354 N291 1298 - 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 5 M355 N292 N315 - RIGID one None RIGID DRI 356 M356 293 Ni - RIGID None I None RIGID DRI L M357 N294 N0.. - 1" Sprinkler Line Beam I Pine A53 Gr.B _Typical. ff M358 I N295, N289 - 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 359 M359 IN295 N344 - RIGID _JNone None RIGID DRI 360 M360 I N296 AM_ RIGID None None RIGID DRI j M361 IN297 N1681- 1" Sørinkler Line Beam - Pine A53 Gr.B Typical Z M362 IN299 f314 - RIGID None None RIGID DRI 363 M363 IN300 !L10 1" Sprinkler Line Beam Pine A53 Gr.B .iypicaL 364 M364 N300 NM - ______ 1-1/2" Sprinkler Line Beam Pipe cal 365 M365 f,Ji 1400 - 1-1/2" Sprinkler Line Beam pipe A53 Gr.B I 366 M366 fj N 1.7 - 1-1/2" Sprinkler Line Beam _.._.Pipe A53 Gr.B l L iyjW N302 ,N332 - Top Boll Chord -& m RECT A53 Gr.Ba T'r-.al500 Gr.B R.. M368 NQ - ______ Top & Boll Chord m 2Aa RECT A500 Gr.B R..cal M369 Ton&Bott Chord i_ RECT A500Gr.BR..ca1 RISA-313 Version 16.0.3 Kabob Grill Patio Coyer_Carlsbad.r3d] Page 23 IIIRISA Company : Trimar Engineering Designer : CM Job Number : Checked By: CM A Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Primary Data (Continued) Label I Joint .J Joint K J Rntate(d Sectinn!hane Tuna flp,nn I it MAtAnAl flinn Ri,tA 3701 M370 N305 I N353 - Top & Boll Chord Beam RECT A500 Gr.B R... .J:ypiI .3711 M371 N317 I N327 - RIGID None None RIGID DRI 372 M372 I N318 I N328 - RIGID None None RIGID DRI 373 M373 N3191 N200 - 10 Snnkler Line Beam Pipe A53 Gr.B Typical 374 M374 IN319 N317 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B _IypicaI 375 M375 ja2Q RUA RIGID None __.None _RIGID DR1 376 M376 N321 326.- 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 377 M377 N321 N2Q1 1" Sonnkler Line Beam Pine A53 Gr.B _Iypl 378 M378 N321 N319 - 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 379 M379 N322 N330 - RIGID None None RIGID DRI 380 M380 N323 N331 - RIGID None None RIGID DRI 381 M381 N324 N202 - 1" Sprinkler Line Beam Pipe A53 Gr.B Typical 382 M382 1N325 N398 - 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 383 M383 N326 N325 - 1-1/2" Sprinkler Line Beam Pipe A53 Gr.B Typical 384 M384 N332 N343 - edger Beam I RECT A500 Gr.B R... Typical 385 M385 N343 N356 edaer Beam RECT A500 Gr.B R... Tvoical 386 M386 N356 N366 edger Beam RECT A500 Gr.B R... Typical L M387 N366 N368 I. edger Beam RECT A500 Gr.B R... Typical 388 M388 N368 N370 - edger Beam RECT A500 Gr.B R... Typical 389 M389 N370 N372 - Ledger Beam RECT A500 Gr.B R... Typical 390 M390 N372 N374 - edger Beam RECT A500 Gr.B R... Typical ..91 ..M391 N374 NTh - Ladner Beam RECT A500 Gr.B R... _Iypjcai_ .92 M392 N376 N377 - edger Be RECT A500 Gr.B R... Typical 393 M393 N377 N379 edoer Beam RECT A500 Gr.B R... _Iypical 94 M394 N379 N381 - edger Beam_ RECT A500 Gr.B R... Typical 395 M395 E381 N383 - Ledger Beam RECT A500 Gr.B R... Typical M396 N383 N3851 edger Beam RECT A500 Gr.B R... Typical 97 M397 N385 N387 ed-ger Beam RECT A500 Gr.B R... voice 398 M398 N387 N389 - Ledger Beam I ECT A500 Gr.B R... Typical 399 M399 N389 N391 Ledger Beam11 ECI A500 Gr.B R... Tvoical 40. M400 N391 N393 I edger Beam RE IA500 Gr.B R... Typical 401 M401 N393 Mn- Ledger _ajn.._ RECT IA500 Gr.B R... Typical 42. M402 N395 N397 - edger Beam RECT A500 Gr.B R... _IypLcal 403 M403 N397 N400 edger Beam RECT A500 Gr.B R... Typical 44. M404 N42 edger Bam_ RECT A500 Gr.B R... I Typical - Joint CooW inaftg and Temneratures Label X fftl V fifi 2 Ifti Tmn rFi flAthh Frnm fl, NI ____ .4583 N2 13.572989 0 5.196253 N3 21.458712 0 11.239586 0 4 N4 2752775 0 19.105544 0 N5 31.498061 0 28.73449 N6 32.737426 0 38.930093 0 N7 32.737426 0 48.930093 0 _. N8 32.737426 0 58.930093 0 N9 32137426 0 68.930093 0 jQ 11 NIO 32.737426 0 78.472093 0 ii Nil 0 7.5837 0 0 N12 _3.605846 7.5837 0.70329 0 Ii N13 7.12905 7.5837 1.744335 0 14 N14 10.538049 7.5837 3.113811 0 15 N15 ._13.82305 7.5837 4.799449 0 16 N16 15.942157 7.5837 6.130577 0 IL 1 N17 17.99112 1 7.5837 1 7.597758 0 RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 24 Designer : CM UDDROSA Job Company : Trimar Engineering Number : Checked By: CM AtM1TS€1OWANY Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and Temneratures (Continued) I Sthal I ff1 V ff1 7 NIl Tn,n ri ,n, fli j. N18 19.940557 7.5837 9194806 11. N19 21 .78225 7.5837 10.914991 iL N20 23.508436 7.5837 12.75106 0 21 N21 25.111839 7.5837 14.695274 0 22 N22 26.585699 7.5837 16.739437 N23 0 23 27.923801__.. 7.5837 18.874934 .24 N24 29.175016 7.5837 21.202559 0 iL N25 _30.264952 7.5837 23.609925 0 26 N26 31.188557 7.5837 26.085875 0 .27 N27 31 .941552 7.5837 2193_. 28 N28 32.520446 7.5837 31,197351 0 .29 N29 32.922556 7.5837 33.809186 0 30 N30 33.146018 7.5837 36.442328 0 31 N31 33.186768 7.5837 37.572217 0 32 N32 33.195726 7.5837 38.406093 N33 0 33 33.195726 7.5837 38.930093 34 1 NM 33.195726 7.5837 41 .430093 0 35 N35 33.195726 7.5837 43.930093 0 36 N36 33.195726 7.5837 46.430093 0 37 N37 33.195726_ 7.5837 48.930093 0 38 N38 33.195726 7.5837 51 .430093 0 39 N39 33.195726 7.5837 53.930093 0 40 N40 33.195726 7.5837 56.430093 0 AL N41 __33.195726 7.5837 58.930093 0 AL N42 33.195726 7.5837 61-430093 N43 0 43 33.195726 7.5837 63.930093 AL N44 33.195726 7.5837 66.430093 0 AL N45 - 33.195726 7.5837 _61.93D093_ N46 33.195726 7.5837 _____ 46 ______ 71 .430093 ..47 N47 33.195726 7.5837 73.930093 0 48 N48 33.195726 7.5837 76.430093 0 AL N49 33.195726 7.5837 78.930093 0 50 N50 20.797646 8.4167 12.25469 0 51 N51 22.334517 8.4167 13.788485 0 52 N52 23.156793 8.4167 14.609115 N53 0 53 ._2&1528L_ 8.583209 _26907_. 54 NM 26.607102 8.80172 25.116514 N55 0 55 0 8.9167 0 N56 0 56 0 8.9167 0.4583 0 57 N57 3.605846 8.9167 0.70329 0 N58 7.12905 8.9167 1.744335 0 59 N59 0 8.9167 2.696125 0 N60 10.538049 8.9167 3.113811 0 1 61 N61 13.802305 8.9167 4.799449 0 62 N62 13.572989 8.9167 5.196253 0 63 1 N63 0 8.9167 5.39225 0 4.. N64 15.942157 8.9167 6.130577 N65 _12908 8.9167 6.895643 0 66 7 73 N66 17.99112 8.9167 7.597758 0 67 N67 11.379487 8.9167 8.991837 0 68 N68 19.940557 8.9167 9.194806 0 N69 0 8.9167 10.7845 0 1 70 N70 21 .78225 8.9167 10.914991 0 1 11. N71 21.458712 8.9167 11.239586 0 12.. N72 20.313776 8.9167 12.388265 0 N73 23.508436 8.9167 1 12.75106 14 N74 8.956668 8.9167 1 13.184225 1 0 1 RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 25 Designer : CM UDOROSAJob Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and TemDeratures (Continued) I ahal Y Iffi V fRi 7 ff11 Thrnri ffl flafh rr,m fli 75 N75 18.845302 8.9167 13.86154 N76 0 76 25.111839 8.9167 14.695274 17 N77 8.9167 16.17675 78 N78 26.585699 8.9167 16.739437 0 79 N79 15.908354 8.9167 16.808089 0 80 N80 _6.53385 8.9167 17.376612. 0 81 N81 27.923803 8.9167 18.874934 0 82 N82 21.52775 8.9167 1 19.105544 N83 0 83 12.971406 8.9167 1 19.754638 84 N84 26.208922 8.9167 19.873459 N85 0 85 24.494041 8.9167 20.871985 86 N86 29.175016 8.9167 21 .202559 1 N87 0 87 0 - 8.9167 21.569 0 88 N88 4.111032 8.9167 21.569 0 89 N89 _i003448_ 8.9167 22.701187 0 90 N90 21.064279 8.9167 22.869036 0 IL. N91 30.264952.. 8.9167 23.609925 0 92.. N92 17.634516 8.9167 24.866086 0 93 N93 31.188557 8.9167 26.085875 0 94 N94 14.204754 8.9167 26.863137 0 95 N95 31.941552.. 8.9167 28.61893 0 96 N96 31 .498061 8.9167 28.73449 N97 0 97 29.998233 8.9167 ..291252.98 98 N98 28.054914 8.9167 29.631665 N99 _. 0 99 24.168276 8.9167 0.6444 100 NIOO 32.520446 8.9167 31.197351 101 .N101 20.281638 8.9167 31.657135 0 102 N102 16.395 8.9167 32.66987 0 103 N103 32.922556 8.9167 33809186 14 N104 33.146018 8.9167 36,442328 0 1.0 N105 33.186768 8.9167 37.572217 0 106 N106 33.195726 8.9167 38.406093 0 107. N107 1.8..528726 8.9167 38.930093 0 108 N108 22.195476 8.9167 38.930093 0 10 N109 25.862226 8.9167 38.930093_ 0 110 N110 29.528976 8.9167 38.930093 0 111 NIh 31.362351 8.9167 38930093...... 1121 N112 32.73742.6 8.9167 38.930093 0 1131 N113 33.195726 8.9167 38.930093 0 11.4 N114 33.195126. 8.9167 8.9167 . 41.430093 0 11 N115 33.195726 43.930093 0 11. N116 33.195726 8.9167 46.430093 0 117. N117 18.528726 8.9167 48.930093 0 111 N118 22.195476 8.9167 48.930093 0 119. N119 25.862226 8.9167 48.930093 0 120. N120 29.528976 8.9167 48.930093 0 121 N121 31 .362351 8.9167 48.930093 0 122. N122 32.737426 8.9167 48.930093 0 12. N123 .._3J.95726_..._. 8.9167 _46,9.30093 0 1241 N124 33195726 8.9167 51.430093 0 12. N125 33.195726 8.9167 53.930093 0 12. N126 33.195726 8.9167 56.430093 0 127. N127 18.528726 8.9167 58.930093 0 128 N128 22.195476 8.9167 58.930093 0 129. N129 25.862226 8.9167 _58,93003_. 0 130. N130 29.528976 8.9167 58.930093 131 1 N131 31.362351 8.9167 58.930093 1 0 RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 26 Designer : CM MORUSAJob Company : Tnmar Engineering Number ALI.TScO, Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and Temperatures (Continued) LheI )( rftl V mi , mi Thmvi in ItJ1 rmm nin 1321 N132 32.737426 8.9167 58.930093 1331 N133 33.195726 8.9167 58.930093 0 14 N134 33.195726 8.9167 61.430093 N135 0 135 33.195726 8.9167 _69393._. 136 N136 33.195726 8.9167 66.430093 0 17 N137 18.528726_ 8.9167 68.930093 138 N138 22.195476 8.9167 68.930093 0 139 N139 25.862226 8.9167 68.930093 0 140 N140 29.528976 8.9167 68.930093 0 j41. 1 N141 30.751226 8.9167 68.930093 0 1421 N142 _32.737426 8.9167 68,930093 1431 N143 33.195726 8.9167 68.930093 0 .1441 N144 33.195726 8.9167 71 .430093 0 1451 N145 33.195726 8.9167 73.930093 0 1461 N146 33.195726 8.9167 76.430093 147 N147 32.737426 8.9167 78.472093_ .1481 N148 33.195726 8.9167 78.472093 0 14 N149 18.528726 8.9167 78.930093 0 1501 N150 22.195476 8.9167 78.930093 0 .11 N151 - 25.862226 8.9167 78.930093 0 152 N152 29.528976 8.9167 78.930093 0 153 N153 30.751226 8.9167 78.930093 0 14 N154 32.737426 8.9167 78.930093 0 155 N155 33.195726 8.9167 78.930093 0 156. N156 7.292 9.088317 6.334444 0 .iZ N157 14.792 9.088317 8.334444 0 iM N158 0 9.1667 21.569_ 0 N159 4.111032 - 9.1667 21.569 0 jQ N160 10.034458 9.1667 22.701187 0 11. N161 14204754 9.1667 26.863137 0 .12 N162 16.395 9.1667 32.66987 0 1631 N163 18.528726 9.1667 38.930093 0 14 N164 18.528726 9.1667 48.930093 0 165 N165 18.528726 9.1667 58.930093 0 166 N166 18.528726 9.1667 68.930093 0 .iZ N167 18.528726 9.1667 78.930093_ ______ 168 N168 23.610698 9.2167 22.185987 19. N169 22.334517 9.234351 13.788485 0 170. N170 11.7594 9.247217 8.334444 0 1711 N171 0 9.333325 2.696125 0 .1721 N172 12.590896 9.333325 6.895643 0 173 N173 20.313776 9.333325 12.388265 0 .124 N174 26.208922 9.333325 19.873459 0 .17 N175 29.998233 9.333325 29.125298 0 176 N176 31.362351 9.333325 38.930093_ 0 ilL N177 - 31.362351 9.333325 48.930093 0 .17 N178 31.362351 9.333325 58.930093 0 179 N179 8.417231 9.422337 8.334444 0 180 N180 27.433726 9.431741 35.180093 0 181 N181 30151226 9.4722 68.930093 12. N182 30.751226 9.4722 78.930093 0 1831 N183 7.292 9.481296 8.334444 0 .14 N184 25.292977 9.555851 20.406787 0 185 N185 11.7594 9.619291 8.334444 0 186 N186 17.467131 9.671171 12.021583 0 187 N187 0 9.74995 5.39225 0 188 N188 11.379487 9.74995 8.991837 0 RISA-31) Version 16.0.3 ....... \Panini Kabob Grill Patio Cover_Carlsbad.r3d] Page 27 OOOP.OSA Job Company : Trimar Engineering Designer : CM Number : Checked By: CM ANL ..f Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and Temperatures (Continued) I hI V ffti V ff1 7 ff1 Thnn f1 fl.'h ,nm ni. 1891 N189 18.845302 9.74995 13.86154 0 .19ol N190 24.494041 9.74995 20.871985 0 11. N191 28,054914 9.74995 29.631665 0 192 N192 29.528976 9.74995 38.930093 0 193 N193 29.528976 9.74995 48,930093 0 194. N194 29.528976 9.74995 58.930093 0 1.9 N195 29.528976_ 9.74995 68.930093 0 196. N196 29.528976 9.74995 78.930093 0 1971 N197 26.607102 9.79473 25.116514 0 196. N198 8.417231 9.859544 8.334444 0 199 N199 25379667 9.898515 35.180093 0 20. N200 27.433726 9.931741 47.680093 0 21 N201 .27.433726_.... 9.931741 60.180093 0 202 N202 27.433726 9.931741 72.680093 0 203 N203 16.084427 9.991892 16.977361 0 24. N204 21.718914 10.019157 24.141685 0 205 N205 27.173285 10.076116 34.494905 0 206 N206 27.812503 10.14001 46.430093 207 N207 27.812503 10.14001 58.930093 0 208 N208 27.812503 10.14001 71 .430093 0 29. N209 5.097443 10.261542 9.743445 0 210. N210 25.862226 10.288857 47.680093 0 2111 N211 25.862226 10.288857 60.180093_ 0 212. N212 25.862226 10.288857 72.680093 0 21. N213 7.292 10.315629 12.580643 0 214 N214 21 .910018 10.37773 22.376586 0 216. N215 ._.25634666....._ 10.411252 _361661 216. N216 14884696 10.458893 14.972943 0 211 N217 25.226018 10.468809 34.727157 0 21.6. N218 25.309171 10.468809 _3±4127157 0 219 N219 2-4.78285 10.515999 32.659825 0 22. N220 19.919605 10.568016 21.224209 0 221 N221 0 10.5832 10.7845 0 222. N222 2.290927 10.5832 11.191245 0 2231 N223 2.345356 10.5832 11.20334 0 224. N224 4.611525 10.5832 11.656668 0 225 N225 4.555974 10.5832 11.69458.3_ 0 226. N226 6J69261 10.5832 12.391107 0 221 N227 7.292 10.5832 12.580643 0 226. N228 8.956668 10.5832 13.184225 0 2291 N229 10752465 10.5832 13.899078 0 230 N230 10.787041 10.5832 13.912841 0 231 N231 12.537094 10.5832 14.714515 0 22. N232 12.571188 10.5832 14.730133 0 233 N233 14.239088 10.5832 15.710783 24. N234 14.262884 10.5832 15.724774 0 2. N235 15.908354 10.5832 16.808089 0 236. N236 16.084427 10.5832 16.977361 0 231 N237 17.349672 10.5832 18.193736 0 N238 18.714821 10.5832 19.644178 0 239 N239 19.927634 10.5832 21.2 24209 0 24Q N240 2t064279 10.5832 22.869036 0 241 N241 21.718914 10.5832 24.141685 0 242 N242 22.026024 10.5832 24.738725 0 243 N243 _22.894896 10.5832 26.645491 0 2441 N244 23.578023 10.5832 28.626407 0 2451 N245 23.873507 10.5832 29636625 0 = RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 28 Designer : CM UDOP.OSAJob Company : Trimar Engineering Number : Checked By: CM AMT5KCWPJ Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and TemDeratures (Continued) I Choi Y rf+1 V fRi 7 fRi Th..n IPi fl.-h n,n* III. 24. N246 24.168276 10.5832 306444 0 241 N247 24.78285 10.5832 32.659825 0 24. N248 24.787711 10.5832 32.675763 0 249. N249 25309171 10.5832 34721157 0 250 N250 25.379667 10.5832 35.180093 0 21 N251 25.634685 10.5832 36.81861 0 22 N252 25.862226 10.5832 38.930093 0 253 N253 25.862226 10.5832 40.180093 0 254 N254 25.862226 10.5832 41 .430093 0 255 N255 25.862226 10.5832 43.930093 0 256 N256 25.862226 10.5832 46.430093 2571 N257 25.862226 10.5832 47.680093 0 258 N258 25.862226 10.5832 48.930093 0 259 N259 25.862226 10.5832 51 .430093 0 260 N260 25.862226 10.5832 52.350093 0 261 N261 25.862226 10.5832 53.930093 0 262 N262 25.862226 10.5832 56.430093 0 263 N263 25.862226 10.5832 58.930093_ 0 2641 N264 25.862226 10.5832 60.180093 0 265 N265 25.862226 10.5832 61.430093 0 2. N266 25.862226 10.5832 63.930093 0 267 N267 25.862226 10.5832 64850093 0 268 N268 25.862226 10.5832 66.430093 0 269 N269 251162226__. 10.5832 68,930093 0 270 N270 25.862226 10.5832 71 .430093 0 271 N271 25.862226 10.5832 72.680093 0 272 N272 25.862226 10.5832 73.930093 0 273 N273 25.862226 10.5832 76A30093 0 274 N274 25.862226 10.5832 78.930093 0 27. N275 4.598496 _.10.591824 _1120795_. 0 27. N276 6.780283 10.592898 12.395104 0 277 N277 A0.752465 10.593841 13.899078_ 27. N278 2.345356 10.593934 11.20334 0 2Z9. N279 12.537094 10.614484 14.714515 0 280 N280 22.026024 10.643602 24.738725 0 281 N281 14.239088 10.655823 15.710783 0 282. N282 22.894896 10.685808 26.645491 0 2.81 N283 ___23.27875 10.861501 34,959408 284 N284 4.125606 10.904858 13.56989 0 285 N285 23.911949 11.02639 46.430093 0 IM N286 23.911949 11.02639 58.930093 0 2.87. N287 23.911949 11.02639 71.430093 0 28.6. N288 4.780467 11.2497 17.334444 0 289 N289 4.459 11.2497 17.334444 0 290. N290 7.292 _11.2497 17.334444 0 2.91. N291 8.9 - _11.2497 17.334444 0 292. N292 4.459 11.2497 18.128434 0 291 N293 10.991761 _11.2497 19.42202 0 294. N294 12.320868 _11.2497 20.748466 0 2951 N295 4.459 _11.2497 21.5 9 0 296. N296 18.209233 _11.2497 26.62505 0 297. N297 18.725911 _11.2497 27.14069 0 296. N298 19.433726 _1.1.2497 27.847093 0 299. 3 00 N299 19.433726 _11.2497 31.878074 0 00. N300 19.433726 _11.2497 35.180093 0 1 3011 N301 19.433726 _11.2497 38.930093 0 13021 N302 0 11.41645 1 16.17675 0 RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3dJ Page 29 Designer : CM UOORO*SA Company : Trimar Engineering Job Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and Temneratures (Continued) I h& V NO V fftl 7 fftl Im ri4..6 C...... F.. 303 N303 6.53385 _11.41645 17.376612 "rri 304 N304 12.971406 _11.41645 19.754638 305 N305 17.634516 .._11.41645 24,866086 - 0 306 N306 - 20.281638 _._..11.41645 31.657135 0 307 N307 22.195476 11.41645 38.930093 N308 0 308. 22.195476 _11.41645 48.930093 309 N309 22.195476 _11.41645 58.930093 0 310 N310 22.195476 _11.41645 68.930093 0 311 N311 22.195476 _11.41645 78.930093 0 312 N312 4.780467 11.484941 - 17.334444 0 .313. N313 18.209233 11.564797 26.62505 - 0 .314 N314 19.433726 11.598232 31 .878074 0 315 N315 4.459 11.628335 18.128434 0 316 N316 10.991761 11.646358 19.42202 0 .311 N317 19.433726 11.7497 38.930093 0 .316. N318 19.433726 11.7497 46.430093 0 .319. N319 19.433726 _11.7497 47.680093 0 320 N320 19.433726 _11.7497 56.430093 .3211 N321 19.433726 11.7497 -60.180093 0 322. N322 19.433726 11.7497 61.430093 0 .323. N323 19.433726 11.7497 71 .430093 0 .324 N324 19.433726 11.7497 72.680093 0 325 . N325 18.528726 11.7497 75.180093_ 0 326. N326 19.433726 11.7497 75.180093 0 327. N327 19.433726 12.044043 38.930093 328 N328 19.433726 12.044043 46.430093 0 329. N329 19.433726 - 12.044043 _.6430093 0 330 N330 19.433726 12.044043 61 .430093 0 331 N331 19.433726 12.044043 71.430093 N332 0 332 0 12.2497 21.569 0 333. N333 0.25 12.2497 21 .569 0 .334 N334 1.101 12.2497 21.569 0 335 N335 2.094 12.2497 21,569 0 336 N336 2.917 12.2497 21,569 0 .331 N337 3.066 12.2497 21,569 0 338 N338 4.111032 12.2497 21.569 0 339. N339 5.584 12.2497 21 .569 1 0 3401 N340 5.628627 12.2497 21.569 0 3411 N341 7.284065 12.2497 21.569 0 3421 N342 _- 8.251 12.2497 21 .569 0 3431 N343 8.9 12.2497 21,569 0 .3441 N344 4,459 12.2497 21.569 0 3451 N345 9.01379 12.2497 21 .682562 0 346. N346 9.190204 12.2497 21.858623 0 341 N347 10.034458 12.2497 22.701187 0 346. N348 11.055042 12.2497 23.719729 0 349. N349 11.077946 12.2497 23.742587 0 350 N350 12.08421 12.2497 24.746838 0 N351 12.965688 12.2497 25.626551 0 N352 13.130923 12.2497 25.791455 0 353 N353 14.204754 12.2497 26.863137 0 354 N354 14.853429 12.2497 27.510515 0 355 N355 15.371473 12.2497 28.027521 0 356 N356 16.395 12.2497 29.049 0 357, N357 16.395 12.2497 29.328932 0 13581 N358 16.395 12.2497 31 .037534 N359 1 0 13591 16.395 1 12.2497 1 31,716 1 0 i RISA-30 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 30 El Company : Trimar Engineering PuSA Designer : CM Job Number : Checked By: CM ATscHF.XcOMPAw Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Coordinates and Temperatures (Continued) I Ahal v NO V fRi 7 NO ri M. 360 N360 16.395 12.2497 32.66987 361 N361 16.395 12.2497 34.245202 0 362 N362 16.395 12.2497 34.383 0 363 N363 16.395 12.2497 35.780437 0 364 N364 16.395 12.2497 37.05 0 365 N365 16395,_. 12.2497 37290898_ 3661 N366 16.395 12.2497 38.061 0 367 N367 17.461863 12.2497 38.061 0 368 N368 18.528726 12.2497 38.061 0 369 N369 18.528726 12.2497 38.311 0 370 N370 _18,528726 12.2497 38.930093 0 371 N371 18.528726 12.2497 40.978 0 72. N372 18.528726 12.2497 41.430093 0 373 N373 18.528726 12.2497 43.645 0 74 N374 18.528726 12.2497 - 43.930093 0 N375 18.528726 12.2497 46,312 376 N376 18.528726 12.2497 46.430093 0 377 N377 18.528726 12.2497 48.930093 0 378 N378 18.528726 12.2497 48.979 0 79. N379 _18.528726 12.2497 51.430093_ 0 380 N380 18.528726 12.2497 51.646 0 381 N381 .152.8726_. 12.2497 53.930093 0 382 N382 18.528726 12.2497 54.313 0 383 N383 18.528726 12.2497 56.430093 0 4. N384 18.528726 12.2497 56.98 0 385 N385 18.528726 12.2497 58.930093 0 386 N386 18.528726 12.2497 59.647 N387 0 387 18,528726 12.2497 61.430093 AL N388 18.528726 12.2497 62.314 0 389 N389 18.528726 12.2497 63.930093 0 3901 N390 18.528726 12.2497 64.981 0 391 N391 18.528726 12.2497 66.430093 0 .392. N392 18.528726 12.2497 67.648 0 393 N393 18.528726 12.2497 68.930093 0 394 N394 18.528726 12.2497 70.315 0 395 N395 18.528726 12.2497 71 .430093 0 39. N396 18.528726 12.2497 72.982 0 397. N397 18,528726 12.2497 _7393093_ 0 398 N398 18.528726 12.2497 75.180093 0 399 N399 18.528726 12.2497 75.649 0 400. N400 18.528726 12.2497 76.430093 401 N401 18.528726 1 12.2497 1 78.316 1 0 402. N402 1 18.528726 1 12.2497 1 78.930093 1 -Joint Boundary Conditions mint I ahI I rkljnl V fklinl 7 flcfinl I Pat fkftlrf1rfl V Pat ne.ftirafli 7 Pat fIcR!rrI1 N369 Reaction Reaction Reaction _2._ N371 Reaction Reaction 1 Reaction N373 Reaction Reaction Reaction 4 N375 Reaction Reaction Reaction N378 .._Repctipn _Reaction I Reaction 6 N380 Reaction Reaction i Reaction _L. N382 Reaction Reaction..I Reaction .1.. N384 Reaction Reaction I Reaction N386 I Reaction I Reaction I Reaction RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 31 Designer : CM IIIRISAJob Company : Trimar Engineering Number : Checked By: CM AETSC(cCWA.Y Model Name : Panini Kabob Grill Patio Cover—Carlsbad Joint Boundary Conditions (Continued) Joint Label X rkiinl Y Fk/inl Z Fk/inl X Rotik-ft!radl V Rot tk-ftlradl Z Rot.Fk-ft!radl 10.1 N388 Reaction Reaction Reaction -- -- - - 11 N390 Reaction Reaction Reaction 12 N392 Reaction Reaction Reaction 13 N394 Reaction Reaction _Reaction 14 N396 Reaction Reaction Reaction j. N399 Reaction Reaction N401 Reaction 16 Reaction Reaction Reaction 17 N356 Reaction Reaction Reaction IL N359 Reaction - Reaction Reaction 19 N362 Reaction Reaction Reaction 20 N364 Reaction Reaction Reaction it N333 Reaction Reaction Reaction 22 N336 Reaction Reaction Reaction 23 N339 Reaction Reaction Reaction 14_ N342 Reaction Reaction Reaction 25 N346 Reaction Reaction Reaction 26 N349 Reaction Reaction Reaction 27 N351 Reaction ._Reaction N354 Reaction 28 Reaction Reaction Reaction 29 NIO Reaction Reaction Reaction Reaction Reaction Reaction 30 N9 Reaction Reaction Reaction Reaction Reaction Reaction 31 N8 Reaction Reactig.__ Reaction _acjin_._ Reaction Reaction 32 N7 Reaction Reaction Reaction Reaction Reaction Reaction 33 N6 Reaction Reaction Reaction Reaction Reaction Reaction 34 N3 Reacdon Reaction Reaction Reaction Reaction Reaction 35 N4 Reaction Reaction Reaction Reaction Reaction Reaction 36 N5 Reaction Reaction Reaction Reaction Reaction Reaction 37 N2 _Reaction._ _ectjn_ Reaction _Reaction _Raactipji. Reaction 38 NI Reaction Reaction Reaction Reaction Reaction Reaction NI 58 _Reaction _Reaction Reaction AL NI 59 Reaction Reaction NI60 Reaction 41 Reaction ..._Reaction Reaction AL N161 Reaction Reaction N162 Reaction 43 Reaction Reaction Reaction 44_. N163 Reaction Reaction Reaction 45 NI 64 Reaction Reaction Reaction 46 N165 Reaction Reaction Reaction AL WAS Reaction Reaction Reaction AL N167 Reaction Reaction Reaction I 49 N367 Reaction Reaction Reaction I ___________ Basic Load Cases BLC Descriotion Cataaary X Gravity V Gravity Z Gravity Joint Point Distribut..Area(M... Surface... w ~ U - _ya 'AIfTiLI1i - RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 32 Checked By: CM tio Cover Carlsbad GravftyY Gram Point Distribut..Area(M... Surface... 1552 I X 1 Z_GravtY [ Joint 11281 I 11517 I 1!1-mmm MOMMONRuuuu.I. will FEfl M oil tw1IInh1un1rE1•• u I l i h i i I ROMMIMM. W1flUiIWI1UIII I I I i I EW1S IUUUIII Iw1'w'—.---R.- I u I I I I u I ! mm rolum"M9 M-13 M-mEmnowillinif Trw1uITmI1rIrEIl!!I1 m H I u U H U tw1REaNlI11r1aUI u u l H I 1 rEwIEaIT5fl1r r I • R I i l 11111 rEw1wElT*I1 i r I 1 u l l i h l l iW!WEU lulilllU wasauiniuu d) Joint D rrdinn Distribution Maonitudelksfl NONNI nini Kabob Grill Patio CoverCanlsbad.r3d] Page 33 Designer : CM MOROSAJob Company : Tnmar Engii Number Model Name Panini Kabol Basic Load Cases (Continued) - BLC Description Cate 13 BLC 4 Transient Area Loads Nor 14 BLC 5 Transient Area Loads No 15 BLC 6 Transient AreaLoads I :No — Id Combinations I Self-Weight Yes ..L ASCE Strength I Yes ..X 3 ASCE Strenah2ia Yes 2L - A ASCE Strength 2(b) Yes Y ASCE Strength 3 (a) YLS L L ASCE Strength 3(b) Yes. .L - 7 ASCE Strenath 3 (b) Yes j 1- .L. ASCE Strength 3 (b) Yes .1. J _9..... ASCE Strenath 3Jb Yes L - 10 ASCE Strength 2(d) Yes Y_ - 11 ASCE Strenath Md Yes i. - 12_ ASCE Strength 3(d) Iyes L 13 ASCE Strength _3JdL_ Yes .Y_ - 14_ ASCE Strength 4(a) Yes .Y J j ASCE StrenatbAja Yes 1 - .j.. ASCE Strength 4(a) Yes IL ASCE Strength 4 (a) Yes .Y - ii ASCE Strength 4(b) 1.9 ASCE Strength 41b -1Q ASCE Strength 4(b) it RYOSY ASCE Strenath 4 (b)22 ASCE Strength 6 ASCE Strenath 6 - 1. - 23 it ASCE Strength 6 - 25 ASCE Strength 6 YesI 1. - JMember Area Loads (BLC 2: Roof Live L I,I A t,sk's4 Q Iflint I N113 N155 _N40 N113 N370 N106 N106 N370_ N368 _4_. N105 N106 N368 N104 N105 N368 L. N104 N368 N366 I _L. N104 _N366 N365 N103 N104 N365 9_. N365 N363 N103 10. NIOO N103 N363 I ii. N363 N361 N100 ii. N95 NIDO N361 I j.. N361 N360 N95 ii N93 N95 N360 .j. N93 N360 N358 jfi.. N91 N93 N358 IL. N358 N357 N91 ii N357 N356 N91 ii N86 N91 N356 20 N86 N356 N355 RISA-31) Version 16.0.3 Designer : CM OOOROSA Job Company : Trimar Engineering Number ANME1S(KCOM.Y Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 2: Roof Live Load) (Continued) -- Joint A Joint B Joint C Joint D Direction Distribution Maanitudelksfl 21 N81 N86 N355 PY Two Way -.005 .22. N355 N353 N81 PY Two Way -.005 23 N78 N81 N353 PY Two Way -.005 .24_ N353 N352 N78 PY Two Way -.005 25 N76 N78 N352 PY Two Way -.005 26 N352 N350 N76 PY Two Way -.005 ..27.. N73 N76 N350 PY Two Wav_ -.005 28 N350 N348 N73 PY Two Way -.005 29 N70 N73 N348 PY Two Way -.005 30 N348 N347 N70 PY Two Way -.005 ii. N68 Nip 4347 PY Two Way -.005 32 1 N347 N345 N68 PY Two Way -.005 33 N345 N343 N68 PY Two Way -.005 34 N66 N68 N343 PY Two Way -.005 35 N66 N343 N341 PY Two Way -.005 36 N64 N66 N341 PY Two Way -.005 37 N341 N340 N64 PY Two Way -.005 38 1 N61 N64 N340 PY Two Way -.005 39 1 N340 N338 N61 PY Two Way -.005 40 1 N60 N61 N338 PY Two Way -.005 ..41 N338 _JJ37__. N60 PY Two Way -.005 N58 N60 N337 PY Two Way -.005 43 N337 N335 N58 PY Two- way -.005 44 N57 N58 N335 PY Two Way -.005 45 N335 N334 N57 PY Two Way -.005 _46 N55 N57 N334 PY Two Way -.005 .47 N334 I N332 I N55 PY Two Way -.005 Member Area Loa's (BLC 3: Wind Load Case 1) Joint A Joint B Joint C Joint 0 Direction Distribution Mennitudprksfl j_.1 N33 N49 N155 N113 .._Pm__. Two Way .0152 N32 N33 N113 N106 Perp Two Way .0152 3 N31 N32 N106 N105 Pero Two Way .0152 N30 N31 N105 N104 Perp Two Way .0152 5 N29 N30 N104 N103 PX Two Way -.0152 _L N28 N29 N103 NIOO PX Two Way -.0152 7 N27 N28 NiOO N95 PX Two Way -.0152 _L. N26 N27 N95 N93 PX Two Way -.0152 N25 N26 N93 N91 PX Two Way -.0152 10 N24 N25 N91 N86 PX Two Way -.0152 Ii N23 N24 N86 N81 PX Two Way -.0152 12. N22 N23 N81 N78 PX Two Way -.0152 13 N21 N22 N78 N76 PX Two Way -.0152 14 N20 N21 N76 N73 PX Two Way -.0152 15 N19 N20 N73 N70 PX Two -.0152 16 N18 N19 N70 N68 _PZ rwoway -.0152 IL N17 N18 N68 N66 PZ Two Way - -.0152 18 N16 N17 N66 N64 PZ Two Way -.0152 19 N15 N16 .__N64 N61 P2 Two Way -.0152 .20_. N14 N15 N61 N60 PZ Two Way -.0152 21 N13 N14 N60 N58 PZ Two Way -.0152 22. N12 N13 N58 N57 PZ Two Way -.0152 23 Nil N12 N57 N55 PZ Two Way -.0152 24 N55 N332 N87 Perp Two Way -.0095 25 N155 N149 N402 Pero Two Way -.0133 26 N1 13 1 N155 N274 N252 I Pero I Two Way .0042 RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 34 Designer : CM Company : Trimar Engineering UDDROSA Job Number Checked By: CM ANLMLISCOPJPANY Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 3: Wind Load Case Al) (Continued) mint A mint R Anint ( mimi fl fli,ni.nn fl.f.4hniinn RAnnib,,1rI,fl 27 N106 - N113 N252 - Pero Two Way 0 28 N105 N106 N252 Perp Two Way 29 N104 N105 N252 Pero Two Way 0 30 N252 N215 N104 Perp Two Way 0 31 N103 N104 N215 Pam Two Way 0 32 N215 N217 N103 Perp Two Way 33 N1 N103 N217 Pero Two Way 0 34 N217 N219 NIOO Perp Two Way 0 35 N95 NIOO N219 Pero Two Way 0 36 N219 N246 N95 Perp Two Way 0 N93 N95 N246 Pero Two Way 0 38 N246 N244 N93 Perp Two Way 0 39 N91 N93 N244 Pero Two Way 0 40 N244 N282 N91 Perp Two Way 0 41 N86 N91 N282 Pero Two Way 0 .4. N282 N280 N86 Perp Two Way 0 43 N81 N86 N280 Pero Two Way 0 .44.. N280 N240 N81 Perp Two Way 0 45 N78 N81 N240 Pero Two Way 0 AL N240 N220 N78 Perp Two Way 0 AL N76 N78 N220 Pero Two Way 0 AL N220 N238 N76 Perp Two Way 0 49 N73 N76 N238 Perp Two Way 0 Q.. N238 N237 N73 Perp Two Way 0 N70 N73 N237 Pero Two Way 0 52 N237 N235 N70 Perp - Two Way 53 N274 N402 N370 N252 Pero Two Way. -.0223 54 N215 N252 N370 Perp Two Way -.0223 55 N370 N368 N215 Pero Two Way -.0223 56 N215 N368 N366 Perp Two Way -.0223 57 N215 N366 N365 Pero Two Way -.0223 N217_._ N215 N365 Perp Two Way -.0223 59 N365 N363 N217 Pero Two Way -.0223 60 N219 N217 N363 Perp Two Way -.0223 61 N363 N361 ___J1219 Pero TwoWav -.0223 62 N246 N219 N361 Perp Two Way -.0223 63 N361 N360 N246 Pero TwoiNav_ -.0223 4. _N244_..._ N246 N360 Perp Iwo Way -.0223 65 N360 N358 N244 Pero Two Way -.0223 66 N282 N244 N358 Perp Two Way -.0223 ..L N358 N357 N282 Pero Two Way -.0223 68 N357 N356 N282 Perp Two Way -.0223 69 N356 N355 N282 Pero Way_ _Two -.0223 .10.. N280 N282 N355 Perp Two Way -.0223 71 N240 N280 N355 Pero_ Two Way -.0223 12. N355 N353 N240 Perp Two Way -.0223 73 N220 N240 N353 Pero IwQiNay.. -.0223 14... N353 N352 N220 Perp Two Way -.0223 75 N238 N220 N352 Pem.._ Two Way -.0223 .16 N352 N350 N238 Perp Two Way -.0223 17. N237 N238 N350 Pero Two Way -.0223 78 N350 N348 N237 Perp - Two Way -.0223 79 N235 N237 N348 Pero Two Way -.0223 80 N348 N347 N235 Perp Two Way -.0223 _81_ N68 N70 N347 Pero Two Way -.0228 2. N68 N347 N345 Perp Two Way -.0228 .111 N68 I N345 I N343 I Perp I Two Way 1 -.0228 RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 35 Company SA Designer Mom Job Number APWETSCI4EJCWfl Model Name Trimar Engineering CM Panini Kabob Grill Patio Cover-Carlsbad Checked By: CM Member Area Loads (BLC 3: Wind Load Case Al) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Maanitudelksfl 84 1 N66 N68 N343 1 - Perp_ Two Way -.0228 85 N343 N341 N66 Pem Two Way -.0228 86 N64 N66 N341 Perp Two Way -.0228 87 N341 N340 N64 Pero Two Way -.0228 N61 NM N340 Perp Two Way -.0228 89 N340 N338 N61 Pero Two Way -.0228 90 N60 N61 N338 Perp Two Way -.0228 91 N338 N337 N60 Pero Two -Way- -.0228 92 N58 N60 N337 Perp Two Way -.0228 93 N337 N335 N58 Pero Two Way -.0228 94 N57 N58 N335 Perp Two Way -.0228 95 N335 N334 N57 Pero Two Way -.0228 96 N55 N57 N334 I Perp Two Way -.0228 971 N334 I N332 I N55 I Pero I Two Way 1 -.0228 - Member Area Loads (BLC 4: Wind Load Case BI) Joint A mint R Joint Joint fl flirrtinn flictjlhiitinn Mnnitiidp1ksfl 1.... N33 N49 N155 NI 13 Pero Two Way .0152 _2_. N32 N33 N113 N106 Perp__ Two Way .0152 3 N31 N32 N106 N105 .__.Eerp Two Way .0152 N30 N31 N105 N104 Perp Two Way .0152 N29 N30 N104 N103 PX Two Way -.0152 _L. N28 N29 N103 N100 PX Two Way -.0152 N27 N28 NIOO N95 PX ITwo Way 1 -.0152 N26 N27 N95 N93 PX Two Way -.0152 N25_ N26 N93 N91 PX Two Way -.0152 10 N24 N25 N91 N86 PX Two Way -.0152 ii. N23 N24 N86 N81 PX Two Way -.0152 j. N22 N23 N81 N78 PX Two Way -.0152 ii N21 N22 N78 N76 PX Two Wav -.0152 ii N20 N21 N76 N73 PX Two Way -.0152 15 N19 N20 N73 N70 PX Two Way -.0152 16 N18 N19 N70 N68 PZ Two Way -.0152 17 N17 N18 N68 N66 PZ Two Way -.0152 IA.. N16 N17 N66 N64 PZ Two Way -.0152 19 N15__. N16 N64 N61 PZ Two Way -.0152 20 N14 N15 N61 N60 PZ Two Way -.0152 it N13 N14 N60 N58 PZ Two Way -.0152 22 N12 N13 N58 N57 PZ Two Way -.0152 23 Nil N12 N57 N55 PZ Two Way -.0152 24 N55 N332 N87 Perp Two Way -.0095 25 N155 N149 N402 Pero Two Way_ -.0133 .2. N113 N155 N274 N252 Perp Two Way .0205 27 N106 N113 N252 Pero Two Way .0177 28 N105 N106 N252 Perp Two Way .0177 29 N104 N105 N252 Pe_ Two Way .0177 30 N252 N215 N104 Perp Two Way .0177 31 N103 N104 N215 Pero Two Way .0177 N215 N217 N103 Perp Two Way_. .0177 33 NIOO N103 N217 Pero _IwoiNay_ .0177 - 34 N217 N219 NIOO Perp Two Way .0177 35 N95 NIOO N219 Pero Two Wav .0177 36 N219 N246 N95 Perp Two Way .0177 37 N93 N95 N246 Pam Two Way .0177 38 N246 N244 N93 Perp Two Way .0177 39 1 N91 N93 N244 Porn Two Way .0177 RISA-313 Version 16.0.3 [CA ... \ ... ... \ ... \ ... \ ... \ ... \ ... \Panini Kabob Grill Patio Cover_Carlsbad.r3d] Page 36 Designer EI1ntosA Company Job Number ACKcOUW? Model Name Trimar Engineering CM Panini Kabob Grill Patio Cover-Carlsbad Checked By: CM Member Area Loads (BLC 4: Wind Load Case BI) (Continued) .Inint A .Inint R Joint C mint fl flirAntinn flktrihtattnn Mrinitiirkfl 40 1 N244 N282 N91 Perp Two Way .0177 At. N86 N91 N282 Pero Two Way .0177 42 N282 N280 N86 Perp Two Way .0177 43 N81 N86 N280 Pero Two Way .0177 44_ N280 N240 N81 Perp Two Way .0177 45 N78 N81 N240 _Pero Two Way .0177 ..46 N240 N220 N78 Perp Two Way .0177 AL N76 N78 N220 _ero_ _..IwoWav .0177 AL N220 N238 N76 Perp Two Way .0177 49 N73 N76 N238 Pero Two Way .0177 50 N238 N237 N73 _Earp_.. Two Way .0177 51 N70 N73 N237 _._Pero_.._. Two Way .0177 52 N237 N235 N70 Perp Two Way .0177 53 1 N274 N402 N370 N252 _._J'em Two Way -.0057 54 N215 ._._N252 N370 Perp Two Way -.0057 55 N370 N368 N215 Pero Two Way -.0057 56 N215 N368 N366 Perp Two Way -.0057 57 N215 N366 N365 1 Pen_ Two Way -.0057 58 N217 N215 N365 Perp Two Way -.0057 59 N365 N363 N217 ._j:p Two Way -.0057 60 N219 N217 N363 Perp Two Way -.0057 61 N363 N361 N219 _...._Eero__.. TwoWav -.0057 62 N246 N219 N361 Perp ITwo Way -.0057 63 N361 N360 N246 Pero Two Way -.0057 - 64 N244 N246 N360 ________ Perp Two Way -.0057 65 N360 N358 N244 _Eexp..._ Two-way- -.0057 66 N282 N244 N358 Perp Two Way -.0057 67 N358 N357 N282 Pero Two Way. -.0057 68 N357 N356 N282 Perp Two Way -.0057 69 N356 N355 N282 Pero Two_ Way _. -.0057 70 N280 N282 N355 Perp Two Way -.0057 71 N240 N280 N355 Pam.. Two Way -.0057 12. N355 N353 N240 Perp Two Way -.0057 73 N220 N240 N353 Pero Two Way -.0057 .24... N353_ N352 N220 Perp I Two Way -.0057 75 N238 N220 N352 Pero Two Wav -.0057 76 N352 N350 N238 Perp Two Way -.0057 17 N237 N238 N350 Pero Two Way -.0057 78 N350 N348 N237 Perp Two Way 4057 79 N235 N237 N348 Pero Two Way -.0057 80 N348 N347 N235 Perp Two Way -.0057 81 N68 N70 N347 PerD Two Way -.0228 82 N68 N347 N345 Perp Two Way -.0228 83 N68 N345 N343 Pem two Way -.0228 84 N66 N68 N343 Perp Two Way -.0228 - 85 N343 N341 N66 _Erp_. Two Way -.0228 86 N64 N66 N341 Perp Two Way_ -.0228 87 N341 N340 N64 _Ero_._ Two Way_ -.0228 IL N61 N64 N340 Perp Two Way -.0228 IL N340 N338 N61 Pero Two Way -.0228 90 N60 N61 N338 Perp Two Way -.0228 ..91.. N338 N337 N60 Pero Two Way -.0228 92 N58 N60 N337 Perp Two Way -.0228 93 N337 N335 N58 Pero I Two Way -.0228 94 N57 N58 N335 Perp I TwoiNay -.0228 95 N335 N334 N57 Pero Two Way- -.0228 IL1 N55 N57 1 N334 I Perp I Two Way -.0228 RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 37 Designer : CM U00P,OoSA Job Company : Trimar Engineering Number ANEMTCOPA Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 4: Wind Load Case 81) (Continued) Joint A Joint B Joint C Joint 0 Direction Distribution Mag_nitudeksfl I 97 I N334 I N332 I N55 I I Perp I Two Way I -.0228 Member Area Loads (BLC 5: Wind Load Case A2) mint A .Inint R Joint r. .lnint fl flir1inn flktrihiitinn Mannitiirffkf1 N228 - N277 N340 1 Pero Two Way -.0223 - ..L. N340 N338 N228 I Perp Two Way -.0223 N276 N228 N338 1 Pero Two Wav_ -.0223 A_. N338 N337 N276 Perp Two Way -.0223 N224 N276 N337 Pero Two Way -.0223 N337 N335 N224 Perp Two Way -.0223 7 N278 N224 N335 Pero Two Way -.0223 N335 N334 N278 Perp Two Way -.0223 9 N221 N278 N334 Pero Two Way -.0223 jQ. N334 N332 N221 Perp Two Way -.0223 it N341 N340 N277 _Perp Two -Way -.0223 IL N277 N279 N341 Perp Two Way -.0223 IL N279 N281 N341 Pero Two Way -.0223 IL N343 N341 N281 Perp Two Way -.0223 15 N345 _LJ4343. N281 Pem.._. Two Way -.0223 IL N281 N235 N345 Perp Two Way -.0223 17 N347_ N345 N235 _Erp_ Two Way -.0223 IL N348 N347 N235 Perp Perp Two Way Two Way -.0228 -.0228 19... N235 N237 N348 20 N237 N238 N348 Perp Two Way -.0228 it. N350 N348 N238 Pero Two Wa -.0228 .22. :N238 N220 N350 Perp I Two Way -.0228 23 N352 N350 N220 Perp.._. Two Way -.0228 24... N220 N240 N352 Perp Two Way -.0228 25 N353 N352 N240 Pero Two Way -.0228 26 N70 N73 N235 Perp Two Way -.0228 ii.. N237 N235 N73 Pero_ Two Way -.0228 28 N73 N76 N237 Perp Two Way -.0228 29 N238 N237 N76 Pero_ Two Way -.0228 30 N76 N78 N238 Perp Two Way -.0228 it. N220 N238 N78 Two Way -.0228 32 N78 N81 N220 Perp Two Way -.0228 33 N240 N220 N81 Pero Two Way -.0228 34 N240 N280 N353 Perp Two Way -.0228 35 N355 N353 N280 Pero Two Way -.0228 36 N3561 N355 N280 Perp Two Way -.0228 37 N357 N356 N280 ._f?rp _jwWay -.0228 38 N280 N282 N357 Perp Two Way -.0228 39 N282 N244 N357 POM Two Way -.0228 AL N358 N357 N244 Perp Two Way -.0228 At. N244 N246 N358 Pero Two Way -.0228 42_1 N360 N358 N246 Perp Two Way -.0228 A. N81 N86 N240 Pero. Two Way -.0228 44 N280 N240 N86 Perp Two Way -.0228 45 N86 N91 N280 Pero Twoj&ay -.0228 AL N282 N280 N91 Perp Two Way -.0228 47 N91 N93 N282 Pero Two Way -.0228 AL N244 N282 N93 Perp Two Way -.0228 49 N93 N95 N244 - Pero_- Two Way -.0228 50 N246 N244 N95 Perp Two Way -.0228 51 N246 N219 N360 Pero ....IwoiNay. -.0171 52 N361 N360 I N219 Pero I Two Way -.0171 RISA-31D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3dJ Page 38 Designer UDOP,OSA Company Job Number ANRCOMW.Y Model Name Trimar Engineering CM Panini Kabob Grill Patio Cover-Carlsbad Checked By: CM Member Area Loads (BLC 5: Wind Load Case A2) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Maanitudelksfl 53 1 N219 N217 N361 Pero Two Way -.0171 - N363 N361 N217 Perp Two Way -.0171 N217 N2t5 N363 Pero TwoWav -.0171 t 59 N365 N363 N215 Perp TwoWay -.0171 N366 N365 N215 Pero TwoWav -.0171 N368 N366 N215 Perp TwoWay -.0171 N370 N368 N215 -_Pem__. Two Way -.0171 N370 N215 N252 Perp Two Way -.0171 61 N155 N402 N370 N113 Pew Two Way -.0114 62 N55 N332 N87 Perp Two Way -.0133 Nil N12 N57 N55 PZ TwoWav .0152 N12 N13 N58 N57 PZ Two Way .0152 65 N13 N14 N60 N58 PZ Two Way .0152 N14 N15 N61 N60 PZ Two Way .0152 67 N15 N16 N64 N61 PZ Two Way .0152 N16 N17 N66 N64 PZ Two Way .0152 69 N17 N18 N68 N66 PZ _JwoWav 1 .0152 10. N18 N19 N70 N68 PZ Two Way .0152 71 N19 N20 N73 N70 PX Two Way _ .0133 72 N20 N21 N76 N73 PX Two Way .0133 73 N21 N22 N78 N76 PX Two Way .0133 .14_ N22 N23 N81 N78 PX Two Way .0133 75 N23 N24 N86 N81 PX Two Way .0133 76 N24 N25 N91 N86 PX Two Way .0133 77 N25 N26 N93 N91 PX Two Way .0133 78 N26 N27 N95 N93 PX Two Way .0133 79 N27 N28 NIOO N95 PX Two Way .0133 80 N28 N29 N103 NIOO PX Two Way .0133 81 N29 N30 N104 N103 PX Two Way .0133 82 N30 N33 N113 N104 PX Two Way .0133 83 N95 N100 N246 Pew Two Way -.0171 4_ N219 N246 NIOO Perp Two Way -.0171 NIOO N103 N219 Pero Two Way -.0171 86 N217 N219 N103 Perp Two Way -.0171 87 N103 N104 - N217 Pew Two Way -.0171 N215 N217 N104 Perp Two Way -.0171 89 N104 N113 N215 Perp IwQWa1. -.0171 N252 N215 N113 Perp Two Way -.0171 N33 N49 N155 N106 Pew Two Way 1 -.0133 92 NI 55 N149 N402 Pew I Two Way 1 -.0053 Member Area Loads (BLC 6: Wind Load Case B2) joint A mint B Joint C Joint D Direction Distribution Maanituderksfl MUM U . Ec .iftII1 '1Z .kSiI1 E _it E1 4A fr1;1 RISA-31D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 39 Designer : CM UDOROSA Company : Trimar Engineering Job Number Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 6: Wind Load Case 82) (Continued) Joint A Joint R Joint ( .Inint fl flir,tion flit,ih,Hnn jj1 N343 N341 N281 Perp - Two Way -.0057 .15 N345 N343 N281 Pem Two Way -.0057 16 N281 N235 N345 Perp Two Way -.0057 17 N347 N345 N235 PerD Two Way -.0057 j. N348 N347 N235 Perp Pero Two Way Two Way_ -.0228 -.0228 19 N235 N237 N348 .20... N237 N238 N348 Perp Two Way -.0228 it N350 N348 N238 Pero -Two-Way -.0228 .22. N238 N220 N350 Perp Two Way -.0228 23 N352 N350 N220 Pern Two Way -.0228 .2.4. N220 N240 N352 ..__erp_11 o Way_ -.0228 25 N353 N352 N240 Perp_ Two Way -.0228 26 N70 N73 N235 Perp Two Way -.0228 27 N237 N235 N73 Fero_ Two Way -.0228 28 N73 N76 N237 Perp Two Way -.0228 29 N238 N237 N76 Pero Two Way -.0228 30 N76 N78 N238 Perp Two Way -.0228 31 N220 N238 N78 Pero Two Way -.0228 32 N78 N81 N220 Perp Two Way -.0228 33 N240 N220 N81 Pero Two Way -.0228 34 N240 N280 N353 Perp Two Way -.0228 35 N355 N353 N280 Pero Two Way -.0228 36 N356 N355 N280 Perp Two Way -.0228 _37. N357 N356 N280 Pero_ Two Way -.0228 38 N280 N282 N357 Perp Two Way -.0228 39 N282 N244 N357 ._Eerp_ Two Way -.0228 40 N358 N357 N244 Perp Two Way -.0228 41 N244 N246 N358 ..._Eero Two Way _ -.0228 42... N360 N358 N246 Perp Two Way -.0228 43 N81 N86 N240 Pero Two Way -.0228 44 N280 N240 N86 Perp Two Way -.0228 45 N86 N91 N280 _Perp_ Two Way -.0228 46 N282 N280 N91 Perp Two Way -.0228 47 N91 N93 N282 Pew Two Way -.0228 48 . N244 N282 N93 Perp Two Way -.0228 49 N93 N95 N244 Pew Two Way. -.0228 50 N246 N244 N95 Perp Two Way -.0228 j.. N246 N219 N360 Pero Two Way -.0171 52 N361 N360 N219 Perp Two Way -.0171 53 N219 N217 N361 Pew Two Way -.0171 54 N363 N361 N217 Perp Two Way -.0171 55 N217 N215 N363 Pew Two Way -.0171 56 N365 N363 N215 Perp Two Way -.0171 57 N366 N365 N215 Pew TwoiNav_1 -.0171 58 N368 N366 N215 Perp_ Two Way -.0171 59 N370 N368 N215 Pero_ Two Way -.0171 60 N370 N215 N252 Perp Two Way -.0171 61 N155 N402 N370 N113 Pew Two Way -.0114 62 N55 N332 N87 Perp Two Way -.0133 63 Nil N12 N57 N55 PZ IIITwoWav .0152 64 N12 N13 N58 N57 PZ I Two Way .0152 65 N13 N14 N60 N58 PZ Two Way .0152 66 N14 N15 N61 N60 PZ Two Way .0152 67 N15 N16 N64 N61 P1 Two Way .0152 68 N16 N17 N66 N64 PZ Two Way .0152 9. N17 N18 N68 N66 PZ Two Way .0152 N18 N19 - N70 N68 PZ I Two Way .0152 RISA-3D Version 16.0.3 [CA ... ... \ ... \ ... \...\...\... \ ... \Panini Kabob Grill Patio Cover_Carlsbad.r3d] Page 40 Designer : CM ODDROSA Job Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 6: Wind Load Case B2) (Continued) Joint A .Jnint R Joint C Joint fl flirw9inn flitrih,ition Monnitiidorkdl it1 N19 N20 N73 1 N70 PX Two Wav_. .0133 _ZZ. N20 N21 N76 N73 PX Two Way .0133 73 N21 N22 N78 N76 PX Two Way .0133 _74_ N22 N23 N81 N78 PX Two Way .0133 i. N23 N24 N86 N81 PX Two Way .0133 _76 N24 N25 N91 N86 PX Two Way .0133 77 N25 N26 N93 N91 PX I wo Way .0133 78 N26 N27 N95 N93 PX Two Way .0133 79 N27 N28 WOO N95 PX Two Way .0133 80 N28 N29 N103 NIOO PX Two Way_ .0133 81 N29 N30 N104 N103 PX Two Way _ .0133 Z. N30 N33 N113 N104 PX Two Way .0133 83 N95 NIOO N246 Peru Two Way -.0171 N219 N246 N100 Perp Two Way -.0171 85 N100 N103 _i Pen_ Two Way_ -.0171 _8L N217 N219 N103 P rp Two Way -.0171 _L. N103 N104 N217 Pero Two Way -.0171 88 N215 - N217 N104 Perp Two Way -.0171 89 N104 N113 N215 Pero Two- Way -.0171 90 N252 N215 N113 Perp Two Way -.0171 4 91 N33 N49 N155 N106 Pero Two Way -.0133 ..92. N155 N149 N402 Perp Two Way -.0053 _9. N55 N57 N221 Pem Two Way .0177 94 N278 N221 N57 Perp Two Way .0177 95 N57 N58 N278 Pero Two Way .0177 96 N224 N278 N58 Perp Two Way .0177 .97 N58 N60 JI224 Pero Two Way .0177 98 N276 N224 N60 Perp - _iwo...Way_ .0177 - 99 N60 N61 N276 ._prg_ Two Way .0177 jpp. N228 N276 N61 Perp Two Way .0177 loll N61 NM N228 Pero Two Way .0177 102 N277 - N228 N64 Perp Two Way .0177 103 N64 N66 N277 Pero Two Way .0177 104 N279 N277 N66 Perp Two Way .0177 105 N66 N68 N279 Pero Two Wav_ .0177 106 N281 N279 N68 Perp Two Way .0177 107 N68 N70 N281 Pero Two Way .0177 11081 N235 N281 N70 Pero Two Way .0177 - Member Area Loads (BLC 7: Roof Cover DL) Joint A Joint B Joint C Joint D Dirsction Distribution MarinitudsFksfl I 1 N113 N155 N402 N370 V - Two Way -.0001 N113 N370 N106 Y Two Way -.0001 N106 N370 N368 Two Way -.0001 N105 N106 N368 Two Way -.0001 5 N104 N105 N368 Two Way -.0001 N104 N368 N366 Two Way -.0001 7 N104 N366 N365 V Two Wav -.0001 N103 N104 N365 Two Way -.0001 N365 N363 N103 Two Way -.0001 10 NIOO N103 N363 Two Way -.0001 11 N363 N361 NIOO V TwoWav -.0001 12... N95 WOO N361 V Two Way -.0001 13 N361 N360 N95 V Two Way -.0001 ii1 N93 N95 N360 Two Way -.0001 15 1 N93 N360 N358 Two Way -.0001 RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 41 Company : Trimar Engineering Designer : CM U00ROSA Job Number : Checked By: CM A15CIP.NV Model Name : Panini Kabob Grill Patio Cover-Carlsbad Member Area Loads (BLC 7: Roof Cover DL) (Continued) .Inint A ininf R mint ( .Inint fl flirtinn flictrlh.thnn Mrin,tiidFkcf1 16 N91 N93 N358 Two Way -.0001 JL N358 N357 N91 Y -Two-way- -.0001 18 N357 N356 N91 Two Way -.0001 IL. N86 N91 N356 Two Way -.0001 20 N86 N356 14355 V Two Way -.0001 ii. N81 N86 N355 V Two Way -.0001 22 N355 N353 N81 Two Way -.0001 23 N78 N81 N353 ._._L_ Two Way -.0001 24. N353 N352 N78 Two Way -.0001 25 N76 N78 N352 V Two Way -.0001 26 N352 N350 N76 Two Way -.0001 27 N73 N76 N350 V Two Way -.0001 28 N350 N348 N73 Y Two Way._ -.0001 29 N70 N73 N348 V Two Way -.0001 30 N348 N347 N70 V Two Way -.0001 31 N68 N70 N347 Two Way -.0001 32 N347 N345 N68 Two Way -.0001 33 N345 N343 N68 V TwoWav -.0001 34 N66 N68 N343 Two Way -.0001 35 N66 N343 N341 V Two Way -.0001 36 N64 N66 N341 Two Way -.0001 37 N341 N340 N64 V Two Way -.0001 38 N61 NM N340 V Two Way -.0001 39 N340 N338 N61 Two Way -.0001 40 N60 N61 N338 V Two Way -.0001 At. N338 N337 N60 Two Way -.0001 42_ N58 N60 N337 V Two Way.._. -.0001 43 N337 N3.3.5 N58 Y_._ Two Way -.0001 44_ N57 N58 N335 Two Way -.0001 45 N335 N334 N57 ___ Two Wa -.0001 46 N55 N57 N334 Two Way -.0001 AL N334 N332 N55 Two Way -.0001 48 N155 N149 N402 Two Way -.0001 49 N33 N49 N155 N113 Two Way -.0001 50 N30 N33 N113 N104 Y Two Way -.0001 51 N29 N30 N104 -N103 V Two Way -.0001 52 N28 N29 N103 NIOO V Two Way -.0001 53 N27 N28 NIOO N95 Two Way -.0001 54 N26 N27 N95 N93 Two Way -.0001 55 N25 N26 N93 N91 V Two Way -.0001 56 N24 N25 N91 N86 Two Way -.0001 57 N23 N24 N86 N81 ____ Two Way -.0001 58 N22 N23 N81 N78 Two Way -.0001 59 N21 N22 N78 N76 Two-way- -.0001 60 N20 N21 N76 N73 Two Way -.0001 61 N19 N20 N73 N70 __ Two Way -.0001 62 N18 N19 N70 N68 Two Way -.0001 63 N17 N18 N68 N66 Two Wav -.0001 64 N16 N17 N66 N64 __ Two Way -.0001 65 N15 - N16 N64 N61 TwoWay -.0001 66 N14 N15 N61 N60 Two Way -.0001 67 N13 N14 N60 N58 V Two Way -.0001 68 N12 N13 N58 N57 V Two Way -.0001 69 1 Nil N12 N57 N55 Two Way -.0001 70 1 N87 N55 N332 V Two Way -.0001 RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 42 El Company : Trimar Engineering Designer : CM DDROSA Job Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover—Carlsbad Joint Loads and Enforced Displacements (BLC 8: Heater DL) Joint Label L.D.M Direction Meonitudeffkk-ft. (in.rad. lk*eA2If . N287 L -.025 N208 L -.025 N286 L Y -.025 N207 L -.025 N285 L -.025 N206 L -.025 _L. N283 L -.025 _&_ N205 -.025 _9_. N214 L -.025 10 N184 L -.025 ii. N216 L V -.025 iZ. N186 L V -.025 IL N284 L -.025 IL1 N209 L -.025 - Joint Loads and Enforced DisDIacnents (BLC 9: Fn DL) Joint Lahpli IDM flirntinn MnnitiidFfk k-ft fin rrfl fkA!flf _j_ N267 L V - -.035 _2_.. N260 L -.035 N253 L V -.035 N245 -.035 N237 L -.035 N228 L -.035 Envelope Joint Reactions Joint X rki li V Iki IC 7 rkl LC M( fk-ffl LC MY fk-ftl 11 Mi Ik-ifi LC U________ IBM U___ M-OMMIM M, ____ ___ I - EU___ ff ___ ___ El___ ___ El WIVMFTZ - RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 43 Company E1UL111A J Designer CM obumber : Triniar Engineering Model Name : Panini Kabob Grill Patio Cover—Carlsbad ChockedBy: CM Envelope Joint Reactions (Continued) Jnint Y rkl I el V rkl I ( 7 rkl I ( MY k..ø1 I r MV kffl I ( M7 flr..ftl I r ui_g!J fl Nun MMON rm UI___ U1 ri_______ UI_____ r;r u UI M-cp OR MME UI Ui ~~=EFITM~m IRE I - ME9f-TvFIE%I?zvMNE~ s. 1I WI. .il ___ UI~~=Evm*wff # ".. IRE lu~f M=~~ RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3dJ Page 44 IIIRISA Company : Trimar Engineering Designer : CM Job Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Envelope Joint ReactionsiContinued) L'iinl v rill i e V Wi I (1 7 rl,i I (' IAV rL.fti I ' IAV R.fei I 1' IA7 fL.i I 1' 86 min -.446 iL -.592 ...25 -.077 15 0 _I_ 0 1 0 __.1 - .L N163 max .378 ._7_ .579 _Z_ .012 0 _L. 0 1 0 88 mm -.369 .24... -.318 iL -.005 0 _1_ 0 .1.. 0 _1 - _8. N164 .974 1_--&39--._L. .002 K20 0 _1_ 0 .1. 0 mm -.633 IL -.425 22_ -.003 _._190 . 0 I 0_ I- 0 1 ii NI65 max .382 L 622 L .003 0 _1_ 0 1 0 92 mm 1 -.303 .25 -.389 _... 0 j._1 0 _1_ 0 j - 0 _1 93 N166 max 286 j... .651 7 .007 7 0 _I_. O .1. 0 mm -.26 24... -.413 _25 -.002 _194 _ .22 0 _1_ 0 1. _1 95 N167 max .162 IL .218 ...L .005 .L 0 1_. 0 1 0 96 mm -.044 .2& -.125 .22 -.113 ii 0 .1 0 1 0 _I ...97 N367 max .218 .L.1 .022 1.14... .028 .25 0 _1_ 0 1 0 _ Imini -.122_ .24_1 -.029 1_7_1 -.018 _198 _L. 0 ....1_ 0 .1.. 0 _1 - .99...1 Totals: ImaxI 2.798 1IL1 16.098 1 1.669 14 1001 rpj -3.91 .24.. -13.543 24_ -.285 1 25 - flp?Ione AISC 14th(360-10): LRFD Steel Code Checks Mambar Shape cc&h.. hea.. I cJ fljr LQ thiEac.... EtL4pt1MtL. 8,556 oJiMn.. Ck. qii. J_... J!L.I HSS3x3x4 .040 0 22. ..12 ....Q. z 117 54,219.101.016 8.556 2.049 HI-lb 2 _M2_.I HSS3x3x4 .072 &917 2 .008 0 y 22 54.219 .016 8.556 8.556 .272 HI-lb .i.._ ...ML HSS3x3x4 .051 0 22. _Q._ z 17 54,219 101.016 8.556 8.556 2.247 Hi-lb ._4._ J14._I HSS3x3x4 .043 0 j ..04 -Y-22- 54.219 .l 8.556 8.556 1,07 Hi-lb 5 M5 I HSS3x3x4 .035 0 i __. i 2.4 54.219 101.016 8.556 8.556 1.029 HI-lb _ML. HSS3x3x4 .039 0 15 ..Q.Iz 22 54.219 101.0161 8.556 8.556 .198 HI-lb _L J17 HS534x4 .037 _0 15 .00.4 JL z 24 54.219 101.016 8.556 8.556 2.114 Hi-lb _L. _M&. HSS3x3x4 _.0.43. 0 15 .00.4 .L z. 24 54.219 101-016 8,556 8.556 2.188 Hi-lb .i_ J4L HS53x3x4 043 0 15 .004 _0_. z 120 54.219 101.016 8.556 8.556 2.226 Hl-Ib IL .M10 HSS3x3x4 .031 8.917 15 .01 -I J5- 54.219 .01 8,556 8.556 1.696 Hi-lb 1.1.. Jtii HSS2x1x14GA .848 3.674 17. 193 v 17 7.637 1464 .535 .878 2.261 HI-lb 12 M12 HSS1x1x2 003 0 20 002 1.333 z 22 14.939 17.013 .473 .473 . 81 HI-lb ..i& iiiA HSS2x1x14GA A63 0 22. 05 _Q_ 17 7.637 16.464 ..535 .878 2.285 HI-la _14_ ..M15 HSS1x1x2 .006 0 -20.003 1.333 1.7 14.939 11013 .473 .473 2.381 HI-lb IL M17 HSS2x1x14GA .434 0 221 .0341_Q_. v.23 7.637 16 4_ .535 .878 2.256 HI-la IL ..MJI HSS1x1x2 .751 .1,333 17 Q55 1.333 2_ 14.939 17.013 .473 .473 1.705 Hi-lb 17 Jii HSS2x1x14GA 169 ..Q_ 17. 1.05 .0 ' 22 7.637 164 .535 .878 . Hl-lb 15_ 11420.. HSS1x1x2 .005 ._J1_. 11 .00 i_ 17 14.939 17013 .473 .473 . HI-lb 19 HSS2x1x14GA .485 0 22 .039 2.52 22 11.47 16 .535 .878 12.162 1-11-11b iP. i142 HSS1x1x2 .487 i.. i:t .059 ..L 17 14.939 10I3 .473 .473 1 HI-lb 21 11424.. HSS2x1x14GA .221 252... 22. .025 52 2_$ 11.47 ! .535 .878 . HI-lb 22 M25 HSS1x1x2 .614 j 221.096 1.333 j4939 17.013 .473 473 .194 Hi-1b 23_ M26 HSS2x1x14GA .242 _.0_. 17 .048 2.52 17 11.47 !!4 .535 .878 . Hl-lb 24 ..M27.. HSS1x1x2 .382 22 .030 0 25 14.939 17.013 .473 .473 . Hi-lb 25 M28 HSS2x1x14GA. .376 ..P 25. 1Q2 252 1.7 11.47 i ....535 .878 .2.235.1-11-11b 25_ 11429 HSS1x1x2 .881 Q IT. 1.44 _.Q 17 14.939 17.013 .473 .473 . HI-lb 27 M30 HSS2x1x14GA .318 .252. 15 .121 2.52 25 11.47 16.464 .535 .878 H 18_ .Mt HSSIx1x2 1.004 ._..Q._ 171.161 _Q_ 11 14.939 17013 .473 .473 Ø Hi-lb 29 HS32x1x140A .246 2.52... 25-1511 2..52 25 11.47 l6A64 .535 .878 .975 HI-lb L ..M& HSSIxlx2 .743 .._0__ 25-.154 ._0 Z 25 1&939 17.013 .473 .473 .231 HI-1b 31 M34 HSS2x1x14GA_ .370 ..ZSZ. 25. 1.59 1.59 z 7 11.47 l&464 535 .878 1.127 Hi-lb 2_ .M3L HSS1x1x2 .285 .Q._ 17. 1.27 0 z 2 14.939 17.013 473 .473 2.26 HI-lb ... ..Mi HSS2x1x14GA .813_ 0 24 .233 ..Q... z 2 11.47 .535 .878 2257 Hi-lb 24.. J14L HSS1x1x2 .005 0 15. .00 U3 y 1 14.939 17013 .473 .473 1 Hi-lb ..a5_ .M9. HSS2x1x14GA _A19 _0 25. 1.44 j3 11.0.64 i! .535 .878 2.187 HI-lb 5_ .M40 HSSIx1x2 .576 1,333 25. 1.55 _Q. y 14.939 l7.03 .473 .473 j7 Hb 37 M41 HSS2x1x14GA .27t 2.548 7 .039 2643 2 11.064 i! .535 .878 1.909 HI-lb RISA-30 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 45 Designer : CM DOOROSAJob Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad EnveloDe AISC 14th(360-10): LRFD Steel Code Checks (Continued) Mmbr Shania (nd (PI I nnlftl I ( Shan I n'Fffl fir I ( nhiPnr rhiPn nhi*Mn nhi*Mn, (h nn .38 ._ ..M42 HSS1x1x2 .656 0 .11.103 ._Q_z 15 14.939 17013 .473 .473 2.244 HI-lb 39 jM43 I HSS2x1x14GA .252 _.Q_.. j_ _P_.. y 25 11.064 ii! 535 .878 1.797 HI-lb 40 ..M44 I HSS1x1x2 .350 1,333 24 y 24 14.939 17.013 .473 .473 1.346 1-1b AI_ ..M45 I HSS2x1x14GA .419 2.643 i y 7 11.064 16.464 .535 .878 2.204 Hi-lb ..42. ..M46 I HSS1x1x2 .746 1.333 1. _Q.. z j5 14.939 17.013 473 473 2.254 I-lb Al M47 I HSS2dxl4G&.._ .424 0 i .106. y 1 11.064 !! .535 1 .878 .1 ..4.4_ ..M48 I HSS1x1x2 .184 1-333 2 ..047 1.333 y 1 14.939 17013 .473 P473 2. 1-lb .45 J449 HSS2x1x14Gk.._. 39_ 2.643 I QQ9 z 1 11.064 16164 .535 .878 1.944 1-lb ..41 ..MQ. I HSS1x1x2 .540 1.333 .j. 11 .L. g 15 14.939 17.013 .473 .473 2.256 1-lb ...47 1451.I HSS2x1x14GA .409 0 1. _Q_ z 25 11.064 16 _64 .535 .878 2.016 1-lb ..4& .M52 I HSSIx1x2 .718 1.333 1. 05 11 y 24 14.939 17.013 .473 .473 . 1-lb ..4.. ..M5 HSS1x1x2. .658 1.333 .15 ...L 15 14.939 17-013.__,473 .473 2.27 HI-lb ..50_ ..M54 HSS2x1x14GA .242 1.131 .15 ..072 -)L-.L 15.309 !!164 .535 .878 1.93511-11-11b 51 M55 HSS2x1x14GA ._,.335_ 0 15 ..07 _ y 1 15.825 .535 .878 .4 I-lb 52 M56 HSS2x1x14GA .460 0 15 07 _Q. 1 16.209 !!164 .535 .878 .1 1-lb .51 .MSL HSS2x1x14GA .641 0 24 .065 JL y 15 t062 .535 .878 . 1-la ...54_ .J15 HSS1x1x2 .259 1.333 1. .040,...L L24__14.939 1101 .473 .473 . Hl-lb ..55.. M5 HSS1x1x2 .488 1.333 .15 j1 _Q 15 14.939 17.01 .473 .473 . HI-lb ..55. jj5Q HSS1x1x2 .224 1.333 .15 Q1J _Q.. 24 14.939 17.01 .473 .473 . Hi-lb ..57_ .1451 HSS1x1x2 _.55.Q.. 1.333 .15 L 15 14.939 iL 13 .473 .473 . HIlb ..5ft. ..M5 HSS2x1x14GA .455 5 24 ..0SP J.0.. y 15 1.062 !!64 .535 .878 .61 HI-la 59 M63 I HSS1x1x2 .277 13 iS ..023 _Q Z 15 14.939 17.013 .473 .473 12.247 HI-1b 60 M64 HSS1x1x2 .516 1.333 15 .111 _0.. z 15 14.939 1701 .473 .473 . HI-1b ..51. Jyi55 HSS1x1x2 .174 1.333 iS ..Qi2 15 14.939 !.LP1 .473 .473 . Hl-lb ..5Z.. ..M55 HSS1x1x2 .579 .13. .15 i27 ...Q z 15 14.939 1701 .473 .473 . HI-lb 63 M67 HSS2x1x14GA .433 10 15 y 15 .1052_ i64 .535 .878 1 63 Hl-lb 64 HSS1x1x2 .212 1.333 15 .I.16 . 24 14.939 17013 .473 .473 2.228 HI-1b ..55_ 1459. HSS1x1x2 .540 i333 15 jiS 0 z 15 14.939 17.01 _413. .473 2.269 HI-lb .IL J470.. HSS1x1x2 .145 1.333 15 13 1.333 y 24 14.939 iLl .473 .473 2.243 Hl-lb 67 M71 HSS1x1x2 ._5.43_ .1.333 151 .121 _Q. z 15 14,939 17.013 .473 .473 12.272 HIlb ..58 1472.. HSS2x1x14GA .439 0 15 j79 _10 y 15 1.062 16.464 .7 HI-lb 59 MZ HSS1x1x2 itt t333 15 19 i 1 1 14.939 17.01 .473 .HIlb 1Q M74 HSS1x1x2 .596 1.333 .15 Q 15 14.939 1701 .535P .473 .473 227 Hi-lb 71 M75 HSS1x1x2 .198 1.333 15 Qi4 1.1 y 15 14.939 17.013 .473 2.194 HI-lb 72 M76 HSS1xlx2 .593 1.333 15 L 15 14.939 17.013 473 22 HI-lb 11 147L HSS1x1x2 .34L 0 15 112 0 z 15 j499 17.013 .473. .217 Hi-lb M15 PIPE 1.25 .035 2,153 2 ..j 2.153 Q 14.908 19.688 .801 .801 2.576 Hi-lb 1451. HSS2xix14GA .775 0 ii. 15 0 IT 7.637 .535 .878 2.243 HI-lb .15.. 1452.. HSS2x1x3 .357 2.728 11 091 .. 0y 22 5.902 34.983 .994 1.656 2.329 Hi-la 77 M83 HSS2x1x14GA .487 0 11 125 .0_. y 7.637 16i64 .535 .878 2.027 HI-la 15.. 1454_ HSS2x1x14GA .730 0 11 .130 10.7... y 1 22 .926 1j64 .535 .878 1.42 HI-la 19_ M85 HSS2x1x14GA .556 3.674 Il i.45 3.674 v 1 17 7.637 16i64 .535 .878 2.205 Hlla ..5. ii155. HSS2xlx14GA .631 5.505 11 050 l!.... y 1 23 .989 !6164 .535 .878 1.264 HI-lb 81 M87 HSS1x1x2 .213 0 2 i25 _Q z 122 16.798 17.013 .473 .473 2.226 Hi-lb .52... jy155. HSS2x1x14GA .735 3.674 11 153 3.674 y 117 7.637 1j64 .535 .878 2.136 Hi-lb 83 M89 HSS2x1x14GA .428 -4653-.17 159 1.. v 1 17 103 16.464 .535 .878 1.311 HI-lb 84 i90 HSS2x1x14GA .447 0 221.192 _P_.1 y 17 11.47 !!164 .535 .878 2. Hi-lb 85 M91 HS52x1x3 .668_ 2.457 j47 y 22 7.279 4-3 .994 1.656 2.161 HI-Ia ..55_ 1492.. HSS1x1x2 .102 .833 2 49 .. ..P_. y 17 16.171 17.013 _.413 .473 2.233 Hi-lb ..SL 1491 HSS2x1 x3 .371 2.696 2 J9 '1392 i 22 .5.043.. !i!! .994 1.656 1.93 HI-la ..58 M94.. HSS1x1x2 .075 2.728 22 45 2.728 17 9.871 17.013 .473 .473 1.029 HI-lb 89 .1495. HSS2x1x14GA .214 2.52 22 .053..-_Q.. v 2a 11.47 116j64 .535 .878 1.55 HI-lb 90.. .1.495. HSS2x1x14GA .391 9.492 22 j5_7 9.492 .3L -U 1.179 1i64 .535 .878 1.674 HI-lb it. 1497 HSS1x1x2 .561 0 23. 207 _Q_.z 22 16.798 17.013 473 .473 2.201 HI-lb .92.. 1495. HSS2x1x14GA .237 0 1171.0552.521 y, 251 11.47 1i64 .535 .878 1.584 HI-lb ..93_ ..M99 HSS2xjx14QA - .379 4.658 117 1.038 9.1261 1 1231 1.275 16.464 .535 .878 1.24 Hl-lb 94 M1001 HSS1x1x2 .075 .833 1 22 1 .016 JL. v 2 16.171 17.013 _.473. .473 2.182 Hi-lb RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 46 Company Trimar Engineering hROSA J Designer CM obumber : ., Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad EnveloDe AISC l4th(360-10): LRFD Steel Code Checks (Continued) Mmhr ShnA (ndp ITh I nrrfti I ( Shan I nft1 fir I ( nhi*Pnr rihi*Pn rthi'Mn nhiMn, tTh Fnn _9.5 Mi.Pi HSS2x1x3 .723 4.338 23 1 .239 4.842 y 2 7.494 34.983_.994 1.656 1.902 1-11-118 _96 IYI1.02 HSS1x1x2 .141 0 221.006, 0 22 10.941 17.013 .473 473 1.578 HI-Ib* 97 M1.03 HSS2x1x14GA .400 22 221 _ ?Z y 23 11.47 .535 .878 .3 ii ...98 M104 HSS2x1x14GA .423 22 77 8.831 y 23 1.361 i± .535 .878 1,52 1-11-1b 99 M10 HSS1x1x2 .408 k66 24 QQ ji y 23 13.885 7j3 .473 .473 iiQ HSS1x1x2 .198 17 .1 i L Il 2.868 17.013 A73 473 3.2 M1QZ HSS2x1x3 .426 22 .057 0 z 17 5j)43 34.983 .994 1.656 .5 1-1a M108 HSS2x1x14GA .320 0 15 .186 0 y j 11.47 64 .535 .878 .14 1-1b 103 M1091 HSS2x1x3 .2121 5 1 L1O2 .045 2121 y 25 9.76 3498 .994 1.656 .2 1-1b Mii HSS1x1x2 .200 0 22 _y 24 j579 101 .473 .473 .14 1-lb MIII HSS2x1x14GA .2t0 2.52 1.5 99 Q y 25 11.47 !64 .535 .878 .4 1-lb M1 121 HSS2x1x14GA .339 8.386 24 -070 8.386 y 25 1.51 164 .535 .878 .719 11b jZ M113 HSS1x1x2 .207 1.666 .11 2 z 17 13.885 17.01 .473 .473 2.152 H1-1b .108 M1 141 HSS1x1x2 .159 1 0 .12 .. 4.913 y 22 3.536 34.9831 .994 17.013 .473 473 .4 1-1b i.Q MI HSS2x1x3 .742 0 17 0 22 7.494 1.656 .1 1-la .11Q. M.t16 HSS1x1x2 .010 0 Il 24 fl 17 16.171 17.013 .473 .473 .2 1-lb 111 MhZ HSS2x1x3 .183 3.4. 22. .199.4.16 y 23 10.152 .99L 1.656 1.909.1-11-1b 112 HSS1x1x2 049 0 22 .01 2.1 y 17 241 17013 .473 .473 1.24 11b* 113 M119 HSS2x1x146A .132 2.52 15 J6 2. y 24 11.47 164 .535 .878 1.898 1-1b 11.4. M120 HSS2x1x14GA .364 8,258 24 .053 8.258 y 125 1.557 ij .535 .878 1.623 1-11b 115 M1211 HSS1x1x2 060 2.5 24 61 2.5 y 122 10.771 17.0.13 .473 .473 1.56 HI-lb .1.16 M1.22 HSS1x1x2 .570 5.644 171 .075 5. z 23 2.68 17.013 .473 .473 . H .112 i,A123 HSS2x1x3 221.046 6.39217 6.043 j3 .994 1.656 . HI-la .11.5 M124 HSS2x1x14GA .681 2.52 251.400 y 25 11.47 1j64 .535 .878 2.2781 119 M125 HSS2x1x14GA. .992 0 24 _ y 24 1.578 16.464 ..A35 .878 . 12 M126 HSS1x1x2 .209 t666 17 01.8 17 13.885 3 .473 .473 .41 1-1b 121 M127 HSSIx1x2 .05t .12 1.. 25 4.742 17.013 .473 .473 :2 1-lb 122 M126 HSS2xIx3 .179 EO 22 ..Q21 1.. 17 10A52 34.9831 .994 1.656 .6 11b* 123 M129 HSSIx1x2 .123 2 .0.16 0 z 22 10.771 17.013 I .473 473 .1 1-1b .12.4 M130 HSSIxIx2 .930_ .5121.. 9 .020 5.121 y 122 3.256 17.013 .473 .473 1.302 HI-1a 125 M131 HSS2xIx3 728_ 4.842 23 .013 4.842 y 122. 7.494 34.9831 .994 1.656 2.37 1-la 126 M132 HSS2x1xI4GA _509.._ 0 15 .128 () y 15 11.064 16.4641 .535 .878 2.316 1-1b 122 M133 HSS2xIx3 .196 202 .15 .i112 4A y 24 10.684 34.9831 .994 1.656 . 11b* M1.34 HSSIxIx2 .050 0 22. ..031 y 17 10.771 Qlj .473 .473 . 1-1b Mil5 HSSIxIx2 ._.295_. 4.482 5 .034 . 82 y 17-4.251- 17.013 .473 .473 .4 1-la E129 M135 HSS2xIx3 .193 0 22 r014 L 17 10.152 34.98 .994 1.656 .7 1-lbs MI37 HSSIxIx2 .225 0 25 0 y .473 .473 M1381 ....._.J-ISSIxIx2 ...40._ ....833... 15 .008 ...Q._ y 24 16111 1701 .473 .473 1.276 1-1b 133. .M139 HSS2xlx3 .377 3.969 25 I ., Qt4 y .1 11.155 34.98 .994 1.656 . 1-1b 134 M140 HSSIxIx2 .051 0 25 .00 _Q.. y 16 12.594 1701 .473 .473 .21 I..lb* .135 M141 HSS2x1xI4GA .220 1.927 1. 04 0 .5.. 11.064 16.46 .535 .878 1. 74 Hi-lb 135 1Y1142 HSS2x1xI4GA .277 4.165 1.5 .063 8161 25 1.594 16.464 .535 .878 . 1-1b 132 M14_3 HSSIxIx2 _.358 0 17.305 ...L 17 7.549 17.01 .473 .473 . 1-lb 135 I1144 HSSIxIx2 .460 3.157 17 .04 %3 22 2.417 17.013 .473 .473 .1 i:.1! 139 M145 HSS2xIx3 .180 .5.392. 17 ,0 ...Q.. 17 6.043 34.98 994 1.656 . 1-lb .14 fr1145 HSSIxIx2 .575 0 23. .255 0 23 7.549 171 .473 473 . 1-lb 1411 M1.47 HSSIxIx2 .674 5A49 12 0_ v 22 2875.. 1701 423 .473 . 1-1a .142. M145 HS52xIx3 .181 0 23. .D22 _Q.. y 22 7.494 3&98 .994 1.656 ii .143. M149 HSSIxix2 .195 0 241.079 JL 24 1013 .473 .473 .16 1-1b 1.44 M150 HSSIXIX2 .262 4.854 .5 05 1.. 11 101 .473 .473 . 1-1a 1.45. M15I HSS2xIx3 .061 0 22. 3.0 ..L z 17 &98 1.656 M152 HSSIxIx2 .110 1.666 15 .1-lb 146. i5 L y 15 701 .473 .473 .7 M153 HSSIxIx2 .068 0 15 1-lb 147 y 15 U5234.983 7.01 .473 473 1.744 llb* 146. M154 HSS2xIx3 .240 0 25 4 y 24 4.98 .994 1.656 .1 -la 149 MiSS HSS2x1xI4Gk .226 0 24 L37 25 16A6 .535 .878 MiSS HSS2x1xI4GA .325 3.997 15 .HI-lb 150 .035 1 y 24 16.464 .535 .878 .265 HSStxix2 .067 0 25 Hl-lb M1SZ QQ4 0 v 22 17013 .473 ] .473 .109 11b* RISA-31D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 47 Designer : CM UDOP,OSA, Company : Trimar Engineering Job Number Checked By: CM Model Name : Panini Kabob Grill Patio Cover Carlsbad Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) MembAr Sham Cnde Ch Idft1 IC Shan Lnr1ffl fir I ( nhi'Pnn rihiPn nhi*Mn nhi*Mn , (h Frin 12 1 M158 HSS1x1x2 .339 4.304 15 .003 4.304 y 1L 4.608 17.013 473 .473 .838 HI-la 153 M159 HSS2x1x3 .238 3.969 2 3.969 17 11.155 3.4.3 94_ 1.656 2.403 HI-la 154 M160 HSS2x1x14GA .467 2.643 1 .j.4 y 15 11.064 16164 .535 .878 2.257 HI-lb 155 M161 HSS2x1x14GA .281. 4j1. 15 .068 8.195 -2A 1.581 16.464 ,535 .878 1.283 HI-1b .1. M112 HSS1x1x2_ .265 25 .103 0 y 2k 7.549 17.01 .473 .473 2.191 HI-lb .151. M1631 HS61x1x2 .236 2d99.. 7 .003 419 y 1 3.881 17.01 473 473 1.922 1-11-1a 1.5. M1641 HSS2x1x3 .069 0 251.003 ....Q.... y 17 11.155 34.983 .994 1.656 2.3 Hl-1b .159. MiSS HSS2x1x3 779 2J51 15 1.028 4.102 y :17 213.1 34.983 1.656 1.588 HI-la 180. M1661 HSS2x1x14GA .484 0 151.180, .._a 11.064 16.464 .535 .878 2.327 HI-lb 161 M1671 HSS2x1x3 .272 .46 24. ,110 .415 15 10.892 34.983 .994 1.656 1.937 1-11-lb 152. MiSS HSS1x1x2 .249 0 24. .107 0 y. 2 16198 11.01 .473 .473 .155 HI-lb 163 M159 HSS1x1x2 .055 833.. 15 012 ...Q i 25 16.171 17.013 473 .473 2.225 HI-lb .154. MIZO HSS1x1x2 06L5 1 0 24. ..OQZ i. y n 12.507 17.013.473 .473 1.313 H1- 1b-165 M171 HS61x1x2 .153 1.666 15. .014 1... v 15 13.885 17-013.....473 .473 1.8941 HI-lb 166 M172 HSS1x1x2 .052 0 19. .005 4.102 y 16 5.074 17.01 .473 .473 .254 HIIb 167 M173 HSS2x1x3 .242 0 2.4 .010 ...Q._z 17 10.892 34.9 .994 1.656 1.3531 HI-la M174 HSS2x1x14GA .423 2.643 1.. .294 1... v 1 11.064.16.464 .535 .878 1.815 H3-6 1.59. M175 HSS2x1x14GA .359 8.035 24. .044 8.9. 1.5 1.644 16j64 .535 .878 2.126 Hl-Ib iZQ. M176 HSS1x1x2 .064 0 25. .01.4 ...Q..zI17 10.771 17.013 .473 .473 2.199 H11b* 111 M1771 HSS1x1x2 .323 4.348. 15. .011 .IL. 15 4.515 17.013 .473 .473 1.353 1-11-1a 172. M178 HSS1x1x2 .193 0 251.127, 25 7.549 17.013 .473 .473 2.011 HI-lb iTh M119 HSS1x1x2 .236 215. 1.. .00 . .L. 1.7 3.815 11013 47 .473 1.781 Hl-la 174 M180 HSS2x1x3 .887 50.3 24. y. 17 2.723 34.983 .994 1.656 2.676 Hl-1a 175. MIll HSS2x1x14GA .449 0 7 .306 _ 2.643 v 1 11.064 ij64 .535 .878 1.929 1-13-6 176 M182 HSS2x1x14GA .752 0 7 _Q V 1. 1.699 1j64 .535 .878 1.635 HI-lb 177. M18 HSS2x1x14GA 307 7.655 24 036 7.668 15 1.806 1464 11.95411-11-1b 115. M1.84 HSS2x1x14GA .204 1.131 151.169 1... . 15 15.309 .535 1.725 HI-lb 119. MISS HSS2xix14GA± _.274_ .... 151.178 0 y 15 15.525 l6A64 S3&.1.615 *.473 HI-lb 150. fyjl55 HSS2x1x3 .389 7.3.34 251.010 L7 .7. 3.267 j3 .994 2.827 Hi-la 181 M157 HSS1x1x2 .175 _.0_ 24. 102 0 .7. 7,549 17.013 A73 2.023 Hi-lb 182 MiSS HSS1x1x2 .253 4435 7. .002 0 15 4.335 17013 .473 . 1.536 Hi-la 153. M1891 HSS1x1x2 _..042. _L 25. .009 _L.. L 1 10.771 17.013 .473 2.167 HIib* 154. M1901 HSS1x1x2 .304 4.025 .L .0I1 4.028 y 17 5.263 17.013 .473 .473 1.459 Hl-la 185. M1911 HSS1x1x2 .122 1655 15. .015 0 v 5 13.885 17.013 .473 .473 1.292 HI-lb 185. M192 HSS1x1x2 .041 _..Q.. 14. .003---0 v 15 6.038 17.013 .473 .473 1.466 H1Ib* 157. M193 HSS2x1x3 .383 3.557 25. .139 6.875 y 15 3.267. 983 .994 1.656 2. Hl-la 188. M194 HSS1x1x2 .047 153 15. .014 ....Q..v 15 16.171 17.013 .473 .473 1.0911,11:1b MiSS HSS1x1x2 _..036 _Q_ 24. .005 115 y 15 13.137 17.013 47 .473 1.71 HIlb* MiSS HSS1x1x2 .167 ._Q... 15. .075 ..SL.IvI .7. 16.798 17.013 .473 .473 1.036 Hl-lb 191 M1971 HSS2x1x14GA .439 .....Q... 15. 1.52 ....L. y 1 15 18.209 !! .535 .878 1.185 HJj 192. fyjj.95 HSS2x1x14GA .734 .i5... J. 1.92 J.Q.. 15 1.062 14 .535 .878 1.697 Hl-la 193 M199 HSS2x1x3 .663 1.18.. .2.. .028 3.15 15 3.107 4]& .994 1.656 t845 Hl-Ia 194. M200 HSS2x1x14GA .330 3159 151.056 L52 1. 1.877 16.464 .535 .878 1.23511-11-1b 195 M201 HSS2x1x14GA .361 3.5&9 151 .031 ..Q.. 15 1.877 535 .878 1207 HI-lb 196 M202 HSS2x1x14GA .343 ..315.. 15. .055 L52 1. 1.871 .535 .878 1.232 HI-lb 197 M203. HS62x1x3 .326 7.3.3.4 24. .007 L7 1. .3..251.. .994 1.656 7. HI-1a 198. M204 HSS1x1x2 .380 _..Q.... 1.. 251 0 1 7,549 17.013 .473 .473 2047 Hi-lb 199. M205 HSS1x1x2 - .3.10.. () 7 .004 38 15 4.335 17.013 .473 .473 1119 HI-1a 200 M206 HSS1x1x2 .043 ....1_ 25. 104 .1.... 15 10.771 iL91 .473 .473 2.243 HIIb* 201 M207 HSS1x1x2 .342 4125 7 Q4 4.028 15 5253 17.013 .473 .473 1.081 Hl-Ia 202. M208 HSS1x1x2 .113 1,666 15. 114 .0... y 15 13.885 1.533 HI-lb 203 M209 HSS1x1x2 .059 ....Q... 15. .002 3.15 20 6.038 17.01 1802 H1-1b 204. M210 HSS2x1x3 .328 _0_ 24. 1.29 15 3.267 809 HI-1a 205 M211 HSS1x1x2 .040 ..131 15 .008 ..L. y 15 16.171 1.L1 = V,473.473 2.261 Hl-lb 205. M212 HSSIX1X2 .030 ...L... 15. .002 ....Q. Y 15 13A31 17.013 1.656 Hl-lb 2.07. M213. HSS1x1x2 A53 L 15 .0550 y 15 16.798 17.013 1.169 Hi-lb 205. M2141 HSS2x1x14GA 1 .565 1...LL1 15. 1.51 10 V 1151 1,062 164_ .535 1 .878 1155 Hl-Ia RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 48 Designer : CM Company : Trimar Engineering ODORDSA Job Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) MAmbAr Shana, (MA Ch InrFft1 IC Shan I ntrft1 fir I r nhi*Pnr nhi*Pn hhi*Mn nhi*Mn7 (h I=nn M2151 HSS2x1x3 .640 1. i 316 v 11513.107 L31 .994 1.656 1.438 Hi-la M2161 HSS21x14GA .327 3.76 15 1 1 1.877 16461_.535 .878 14 Hi-lb 211 M2171 HSS2x1x14GA .356 3,839 iS ..027 7_52 . 151 1.877 14 4I .535 .878 1.211 Hi-lb 212. M21 HSS2x1x14GA .324 3,682 15. 054 7.52 v 1 1 1.877 16.46[_.535 .878 14 Hi-lb 213 M219 HSS2x1x3 .406 7._4 24. .003 3.667 y 15 3.267 34.983 ..9.94__ 1.656 2.826 HI-la 214. M220 -HSSIxlx2 .157 1 Q_ 1151.103 .0 15 7.549 tLiII .473 .473 2.137 Hi-lb 215 M2211 .269 .......P_ L 094 4. 15 4.335 17.013 .473 .473 2.061 HI-la M222 HSS1x1x2 .040 _Q 25 0Q2 Q 15 10.771 17013 .473 473 2. HSS1x1x2 336_ 4.028 L 0Q4 Hi.Ib* M22 4028 15 53 1701 .473 .473 2.1 HIla h 1l M224 HSS1x1x2 .101 j5 15 L 15 13.885 17I 473 .473 2. HI-lb M225 HSSlx1x2 .054 0 15 02 Z5 i 20 &038 110l3 .473 .473 1. M226 HSS2x1x3 .389 _Q. 24. HI1b .134 6.875 v I 15 3.267 34.983 .994 1.656 2.825 H11-1a 221 M227 HSS1x1x2 .049 15 011 ._0 v 15 16.171 17.01 .473 .473 1.4 Hi-lb 222. M228 HSS1x1x2 .039 _.0..._ 1.5. 00 15 13.137 1701 .473 .473 2.187 Hi-lb 223 M229 HSSlx1x2 _.184 .._0. 15 £079 Q v 1. 16.798 17-013 _47 .473 1.144 HI-lb 224 M230 HSS2x1xl4GA .526 _7.5_ 15. d80 _L 151 1.062 164 .535 .878 1.791 Hi-la 225. M21 HSS2x1x3 .794 1.55 1. .015 3.763L 15 3.107 _3 .994 1.656 1.505 HI-Ia 225. M22 HSS2x1x14GA .325 3.682 15 052 7.52 1. 1.877 16.464 .535 .878 1.241 1-11-1b 227. M233 HSS2x1x14GA .355 315.. 15 .029 7.52 y 15 1.877 [M .535 .878 1.212 HI-lb 228 M234 HSS2x1x14GA .322 3652 151.055 7.52 1 1.871 16.464 .535 .878 1.24 H1-1b 229. M25 HS82x1x3 .446 7,4 24 .006 3.667 v 7 3.267 .994 1.656 2.733 H1-1a 2 0. M25 HSS1x1x2 .129 _..0_ 15. 079 _Q_ 15 7.549 1 013 .473 .473 019 Hi-lb 231 M237 HSS1x1x2 .281 4..4L8 L .002 4438 1 15 4.335 17.013 .473 .473 1.62 H1-1a 22 M231 HSSix1x2 .043 _Q_ 24. 00.5 _Q_. .7. 10.771 17013 473 .473 2238 HI-1b 2. M2.9 HSS1x1x2 .366 4.025 7 .008 &028 y 15 5.263 iL9i 47 .473 1.474 HI-la 234. M24.0 HSS1x1x2 .130 1555 15. 015 Q 15 13.885 17.013 .473 .473 1.247 1-11-115 25 M2411 HSS1x1x2 .053 _j_ 15 002 0 y 15 .5035. iZfl .473 .473 2.053 HIIb 26. M242 HSS2x1x3 .441 _0 2.4. 1S2 QL5 15 3.267 j3 .994 - 1.656 5 Hi-Ia 21 M2431 HSS1x1x2 .043 15 Qfl ..Q.. V115 16.171 17.013 .473 .473 1.027 Hi-lb 2.5. M2441 HSS1x1x2 .036 _0 15. L002 i 15 14.911 17.013 .473 473 1.346.1-11-115 29.. M245 HSS1x1x2 .137 .._0_ 15. ..047 y 1. 16.633 11013 .473 473 1. Hi-lb 24.0. M246 HSS2x1x14GA .740 .1.5.. 15. 271 15 t062 .535878 1.68811-13-6 241 M241 HSS2x1x3 ..553_ 2.507 .7.. 025 25 15 3.107 .994 .656 2.017 HI-1a 242 M245 HSS2x1x14GA .345 39iZ iS W8 7.52 7. 1.877 i .535878 11,1.656 1.224 24 M249 HSS2x1x14GA .382 .995 15. .040 _.Q.._ 15 1.877 16.464....M5.878 1• HI-lb 244. M250 HSS2x1x14GA .342 911 15. .057 _.Q_. 1 1.877 .53578 1.2 Hi-lb 245 M253 HSS2x1x3 .176 557' 24 Q45 0 z 15 3.26L 34983 ..994 2.563 Hl-1b* 245. 1 M2541 HSS1x1x2 .134 ...24. 15 J.02 _Q_ y. 15 7.549 IL013 .473 .473 2.21 H1-1b 247. M255 HSS1x1x2 _J.5Q... 2.635 15. .02. _0._ 15 4.335 17.013 .473 .473 1.17 Hi-lb 245. M2561 HSS1x1x2 .042 1 _2.5.. 151.041 2 15 10.711 17.013 473 .473 2.717 Hi-lb 249. M257 HSS1x1x2 .173 4.025 22 .037 4.028 z 7 5.263 1L1 .473 .473 2.853 Hi-lb 250. M255 HSS1x1x2 .280 i.&55 22. .029 1.51. 2_2 13.885 17.013 .473 .473 1.889 HI-lb 251 M259 HSS1x1x2 _...OZL _L_ 1.5 011 15 z 15 6.038 17.013 .473 .473 3135 Hl-lb 252. M250 HSS2x1x3 .174 _.Q_ 24. 15 3.267 !L .994 1.656 3.701 HI-1b 2S. M251 HSSAx1x2.__.. .069 ..5_ 7 .035 0 1 15 15jfl 17.013 .473 .473 1.092 Hi-lb 254. M252 HSS1x1x2 .042 1345 1. .012.1-343 15 14.911 17.013 .473 .473 1.242 H11-1b 255 M263 HSS1x1x2 .081 _L... .7.. .045 ..0_ i 16.633 17.013 .473 .473 1.036 Hi-lb 255. M254 HSS2x1x3 .402 315. L .079 7.52 Z.7. 3.107 34.983 .994 1.656 1.826 H11-1a 257. M2651 PIPE 125 .284 5.41.5 17 254 7.51 17 5.118 19.688 .801 - .801 2 HS 255 M255 PIPE 1.25 070 All 24. .021 4.11 _ - 24 7.126 19.688 501 .801 24 Lb 259. M259 PIPE 1.5 .00t_ _..L .2_ .001 _.Q_ 2. 21.817 1.105 1.105 2.326 HI-lb 260 M270 HSS2x1x3 .336 5,455 17 .107 5.902.34.983 .994 1.656 1.211 H1-1a 261 MZLI HSS2x1x3 .595 230. .042 4.913 v 22 7.279 .994 1.656 1.216 Hi-la 262 M272 HSS2x1x3 .180 ...i.... .5... .050 .JL. 17 9.76 34.983 .994 1.656 1.251 HIlb* 213. M273 HSS2x1x3 _AS&. .....Q_ 15. .015 1 24 10.684 34.983 .994 1.656 1.228 H11-1b 254.1 M2801 HSS2x1x14GA .337 C) 22 .Q3.1 _Q_v 22 1.193 16.4641 .535 1 .878 11.3661111-1b 255I M2821 HSS2x1x14GA 1 .691 1 ....0_ L .042 9.07 1 y 1 25, 1.291 16.4641 .535 1 .878 11.83911-11-11b RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 49 j j Company : Trimar Engineering 9 1 fl ( ' Designer : CM Job Number : Checked By: CM . Model Name : Panini Kabob Grill Patio Cover-Carlsbad Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Mmbr ShanA (Mo (Th I onifti I (.' RhA1 I nrifti fir I ( nhiPn, rihiPn nhieMn ihiMn, (h Pnn 266 M2841 HSS2xix14GA .376 0 2 037 _L. y 22 1.399 164 .535 .878 1.977 HI..lb 267 M2861 HSS2x1x14GA .698 .609 2 .4 8.3 y 24 1.522 16. .535 .878 1.642 HI-lb 268 M2871 HSS2x1x3 .195 0 24 .117 0 z 22 5.902 34.983 .994 1.656 2.115 HI-lb 269 M288 HSS2x1x3 £96 0 23 .201 Z y 11 23,552 ..19.4. 1.656 2.179 HI-lb 270 M290 HSS2x1x14GA _A39 .108 2 _P._. y 23 .989 16.464 .535 .878 2.211 H1-1b 27.1 M291 HSS2x1x3_ _2L 0 221.174.2.272 Z 24 23Q4 34.983 .994 1.656 1.109 HIib 27.2 tA292 HSS2x1x3 .783 2.272 22 .J34 _Q.. y 17 23.604 4 .994 1.656 1.416 HI-lb 2fl M294 HS62x1x3 _.180 0 .1 4.0 4t y 22 7.279 34 .994 1.656 311 1i 274 M29 HSS2x1x3 .439 .041 23 094 23 26.401 .994 1.656 .718 HI-lb 275 HSS2x1x3 .415 t962 23 .114 _ ...Q.. y 17 26.401 34. .994 1.656 1.086 HI-lb 27 M31 HSS2x1x3 _.490 0 22 _138 ....Q._ v.17.26,343,.34.983._...994.. 1.656 2.118411-11-1b 277 M3021 HSS2x1x3 .082 4.243 241.067 4.2431 V 11719.7634-983 .994 1.656 .092 Hi-lb 278 M3041 HSS2xlx14GA .368 0 241 .084 y 1251 1.456 16.464 .535 .878 1.923 H1-1b 27.9. M3051 HSS2x1x3 .431 0 2 .,13 _ 7.j9 y I !A 26.121 34.983 .994 1.656 2.176 H1-1b 280. M3061 HSS2x1x14GA .397 0 24 43 _P....1 y 1 25 1.459 16.464 .535 .878 1.759 HI-lb 281 M3071 HSS2x1x3 A82 0 2 33 17 z 1 26.1784.983 .994 1.656 1.078 H1-lb 282 M308 HSS2x1x3 .491 1,992 -a. Q77 y j5 26.17834-983 .994 1.656 1.854 HI-lb 283 J4309 HSS2x1x3 .634 0 2 .173 _ 18 26.121 34. ...994... 1.656 .552 H1-lb 284 M31.0 HSS2x1x3 .098 4.055 2 20 _ 4.055.3L 24 10.684 .994 1.656 .672 HI-lb 285 HSS2x1x3 .689 2.1 03 251.111 79 ? 15 25.325 .994. 1.656 .819 HI-lb 288. M313 HSS2x1x3 .428 0 24 7 _Q.. y 20 25.381 .994 1.656 .547 HI-lb 287 M315 HSS2x1x14GA _29L. 0 25 .08 j y 24 1.764 1 .535 .878 1.984 Hl-ib 288 M31.8 HSS2x1x3 .434 2.095 24 3 y 24 25.381 34.983 .994 1.656 .268 HI-lb 289. M317 HSS2x1x3 .289 0 7 .03 4.102 y 24 2.611 .994 1.656 .308 HI-la 29.Q. ii3i8 HSS2x1x3 .574 _0 24. jo y 15 25.325 34. .994 1.656 .165 HI-lb 29.1 319 HSS2x1x3 492_. 2124. 24 .10 _. .Q22 v 22 25.16 .994. 1.656 .817 Hl-1b 29.2 32Q HSS2x1x3 .110 21.11 22 ..QI .JL 24 25.215 . .994. 1.656 .174 Hl-lb 29.3. M321 - _HSS2x1x3 O.8Q _ 22. .Q09 _Q 15 25.215 . 994_ 1.656 .109 Hi-lb 29.4. M322 HSS2x1x3 .195 0 1. Q2 L52 22 3.107 .994 1.656 1.333 H1-1b 295 M323 HSS2x1x3 .623 10 7 .116 0 y :15 1.757 34.983 .994 1.656 2.014 HI-lb 298 M324 HSS2x1x3 .417 0 1.11 _Q_ y 15 2516_ . .994 1.656 .735 Hi-lb 29.7.. J4325 HSS2x1x14GA .312 3.917 22 05 0 7 .1.827... .535. .878 .214 Hi-lb 298. M328 HSS2x1x14Gk 38_ 3.917 22 3 .14. y 22 .1.877 !! .535 .878 .189 Hi-lb 299. M327 HSS2x1x14GA .289 3.839 22 6 .._. .L .1.877 1Q4 53L .878 .233 Hi-lb 3 HSS2x1x3 .136 3.76 2 13 32 y 18 3.107 .994 1.656 .334 Hl-1b 301 M329 HSS2x1x3 617 0 j 11.4 _p_. 15 1.757 j3 .994 1.656 .198 HI-lb .32. M330 HSS2x1x14GA .309 995 221.054 y 1. 1.877 1i .535 .878 .216 Hi-lb 33. M331 HSS2x1x14GA .340 3.917 22. 027 __. .14. 22 1.877 1!A64 535 .878 .189 Hl-lb .34 M332 HSS2x1x14GA .307 3.839 22 .054 Q9 y 22 1.877 i!164 .535 .878 .218 Hl-lb 305 M333 HSS2x1x3 .299 0 1_ 14 37. 22 3i01 .994 1.656 .698 Hl-la .38. frj334 HSS2x1x3 .661 10 1. 1.14 jQ y 15 .1..757..34-983 .994 1.656 .312 Hl-ib 307 M335 HSS2x1x14GA .305 3.917 22. .065 15 1.877 ij 535 .878 .219 Hl-lb 38. M338 HSS2x1x14GA .338 3.917 22 28 y 22 1.877 ij64 .535 .878 .19 Hl-ib 309 M337 HSS2x1x14GA .312 3.917 22. 053 ..L. 1 1.877 ij64 53L .878 .217 HI-lb 310 M338 HSS2x1x3 308 0 L .PiZ j_6 1 3.107 .994 1.656 .533 HI-la .311 M339. HSS2x1x3 .714 0 i 1.15 _P_. 15 1.757 994. 1.656 .812 Hl-Ib 312 M340 HSS2x1x14GA .292 3.917 22 J 78 ...Q. y 1 t877 lj64 .535 .878 .229 HI-lb 313.M341 HSS2x1x14GA 351 3.76 221.031 .14. v 22 1.871 16.464 .535. .878 1.183 HI-lb 31.4. 1 M3421 HSS2x1x14GA .325 3.76 22. 5 1... y .7.. 1.871 !! .535 .878 .207 Hl-lb 3.15. M34.3 HSS2x1x3 .141 0 15. 08.4 . z 1 3107 34.983 ...994... 1.656 2.449 -Hl-lb 318 M3441 HSS2x1x14GA .311 0 22 i.02 .Q_.IvI 2 1.054 16 .535 .878 .228 HI-lb 317 M3451 HSS2x1x14GA .523 0 22. 87 _Q.. 23 1.209 1 4_ .535 .878 2.48 HI-lb .318. M3461 HSS2x1x14GA .489 0 23. 1.2.1 ....Q_1 y 2 .95 16.464 .535 .878 2.05 Hl-ib 319. M347 HSS2x1x14Gk .410_ 0 22. £089 0 24 1.314. 1646 .535 .878 .602 HI-lb .320. M3481 HSS2x1x14GA .150 0 115 1.01a 21 1.841 116.4641 .535 .878 2.247 HI-lb 321 M3491 HSS2x1x14GA .298 0 1 221.073 .._. 0 1 v 23. 1,821.. 1 16.4641 .535 1 .878 3.26 H1-1b 322 M3501 HSS2x1x14GA .241 0 1 25. J.OAn ...-O-TV-I 241 2.046 116.4641 .535 1 .878 12199 Hi-lb RISA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 50 El Company : Tnmar Engineering Designer : CM 0 Job Number : Checked By: CM ANT8CHOCOMPA? Model Name : Panini Kabob Grill Patio Cover-Carlsbad Envelone AISC 14th(360-10): LRFD Steel Code Checks (Continued) MPmhAr Shn (Wo (h I rnrfti I ( Shan I n,'Ift1 fir I ( nh.*Pn& rihi*Pn rihiMn rthi*Mn 7 Ih Pnn 323 M3521 PIPE 2.0 .127 2.868 JZ2 32.4 - 22 25.3641 -32.13 1.872 1.872 .872 HI-lb .324 M33 PIPE 1.5 .275 4.873 23 133 17 5.464 1.105 1.105 752 HI-1b 325 M354 PIPE 2.0 .124 0 2 0 2 . - 22 4.441 32.1.3 1.872 1.872 .636 HI-1b 326. M3 7 PIPE 1,25 .129 5.394 j. .060 5 -a 1.899 19.688 .801 .801 .93 Hi-lb .321 M3.6 PIPE 2.0 .118 3.396 24 63 25.914 32. 1.872 1.872 .77 HI-1b .326. 1 M361 PIPE -1.25 .099 4.404 i 097 4.404 - 2 5.433 i! .801 .801 1.959. HI-lb 329. M363 PIPE 1.25 038 0 22 6.068 -M 4.289 !! 801 .801 2.52 HI-1b 330 M364 PIPE 2.0 .063 7.333 22. 1.9 1&862 32. 1.872 1.872 .434 Hl-lb 331 M36 PIPE 2.0 .042 0 1.6. 0 7 _ ...Q.. - 21 27.145 32.1 1.872 1.872 . HI-lb j3 PIPE 2.0 .039 .5 2 - 32.034 32. 1.872 1.872 1.91 Hi-lb M367 HSS2x1x3 .222 .114 5.456 0 20 23. 1 3 .024 ..._. 5A56 . z y 17 22 5.902 34.983 7.279 .994 .994 1.656 1.656 . . Hi-lb HJ 3M HSS2x1x3 336. M369 HSS2x1x3 .084 0 24 ... y j7 9.76 ! .994 1.656 1 33 H1-1b 3M M37 HSS2x1x3 .183 4.055 029 y 24-10,684 .994 1.656 5 HI-lb 337 M373 PIPE 1.25 .058 6L 1. 3 ..Qi '6. 1 4.289 1 8 j_ .801 . 639 HI-lb .336. M374 PIPE 2.0 .057 ..6..76. 22 .015 1.276 - 18 12.83 32.1.3 1.872 1.872 . 269 . HI-lb 3M M376 PIPE 2.0 _O1t_ 11.25 t8 38 1. - l 4372. 32.1.3 1.812 1.872 . HI-lb 34.Q. M377 PIPE 1.25 .082 &. j 016 6.58 1 4.289 19688 . Hi-lb .34.1. M316 PIPE 2.0 .025 3.776 j Q6 .64 - 1 .6..29 32.1.3 1. . HI-lb 342.M361 PIPE 1.25 .061 6.58 i.j3_014.289! .8L872 .8 . HI-lb .343 M362 PIPE 2.0 .014 0 22 .023 0 22 32.034 32.13 1. .7 Hl-lb .344 M363 PIPE2.0 .018 22 L22 0 22 31.816 3213 1. 1.613 HI-lb .346. M364 _jS2x1x14GA .523 _Q_ 2 A30 102 z 24 1.34 14 .535 .878 2.949 1-13-6 346. M3851 HSS2x1x14GA .749 6067 26. .730 7. z 26 .947 16.464 .535 .878 3.434 H3 341 M3861 HSS2x1x14GA_ .559 6,665 24 .536 8.073z 26 1.307 16.4 .535 .878 2.37 I13:6 346. M367 HSS2x1x14GA .252 ._.i_ 22. .057 2.134 22 12.706 .535 .878 .6 HI-lb 34.9. M366 HSS2x1x14GA .171 .263.. L .137 .244 z 3 1771 16 .S35 .878 1.449 Hi-lb 360. M369 HSS2c1x14GA .080 .2.5 19 .195 2.057 y 2 11.536 8_ .14 M39Q HSS2x1x14GA .073 .042 _2.6. 2 15 HJj 361 69 .085 2.24 2. z 2 2 1t636 11.536 !! 8 8 .8 .0 Hi-lb Hi-lb 362. M39.i HSS2x1x14GA 353 M392 HSS2x1x14GA .048 22 14i 2 z 2 11.536 i 8 3. 2 Hl-lb 354 M393 HSS2x1x14GA .058 Q 16. -P 6 3 11.536 16464K .535. 1!64 8 .8 Hi-lb 365 fyj394 HSS2x1x14GA 04& .231 23 Z3 ? 2 1.536 16464 8 .14 Hl-Ib 356. M395 HSS2x1xl4GA .072 25 23 QZ6 3 2 1.536 16.464 8 .Hi -lb .351 M396 HSS2x1x14GA .079 15 i6Z .547 2 1.536 I6A64 . HI-lb .356. M397 HSS2x1x14GA .113 ..._L... 1. .111 _O z 2 11.536 t_ .535 .878 .71 HI-lb .359. M396 HSS2x1x14GA 93 .. .2.5_ 23. 54 .85 i 2 11..536 16A64 535 .878 1.808 Hi-lb 360. M399 HSS2x1x14GA .110 1,4 24 .060 1.042 2Z 11.536 1 16.464 .535 .878 1.984 HI-lb .351 M40 HSS2x1xl4GA _8L _..P_ 23 .155 1-198 .3L 22 11.536 16.464 --05--.--.878 2.186 Hllb 362 M41 HSS2x1x14GA .093 _2.5_ 2.3. .147 .4 i 22 11.536 .535 .878 2 Hi-lb 363. M402 HSS2x1x14GA .095 1536 5. 18 11.536 !.4_ .535 .878 1.957 Hi-lb .364 M43 HSS2x1x14GA .097 1219 25 .065 171 2?-.11.536 164 .535 .878 1912 Hi-lb 365. M404 HSS2x1x14GA .186 _2.5 151.21311-9011 , 22 11.536 !!4 .535 1 .878 3187 Hi-lb RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 51 Company nROSA 00' Designer Job Number AESCICONY Model Name Trimar Engineering CM Panini Kabob Grill Patio Cover-Carlsbad Checked By: CM Joint Reactions (By Combination) I I' I..nl I kI V 11.1 V 11.1 7 rill hAY 11.41 hAY I,_41 IA7 fl,-#1 j_. 7 N378 -.838 .178 .005 0 0 - _2_. 7 N369 -.505 .145 -.027 0 0 0 ..L. 7 N346 -.175 .063 .087 L 0 0 4_ 7 N386 -.159 .05 .007 0 0 0 5 7 N354 -.104 -.06 .078 _0__ - 0 0 __. 7 N401 -.076 .088 0 0 0 0 _Z_ 7 N392 -.064 .023 -.002 0 0 0 _. 7 N339 -.063 - .013 .124 0 0 0 _9_. 7 N359 -.055 .025 .003 0 0 0 iL 7 N159 -.052 .024 .088 0 0 0 ii. 7 N336 -.047 .013 .27 0 0 0 12. 7 N394 043 .046 .004 0 0 0 ii 7 N384 J::::2041 1 .065 1 .025 1 0 1 0 0 ik1 7 N349 -.033 1 .006 1 .029 1 0 0 10 RISA-3D Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 2 IIIRISA Company : Trimar Engineering Designer : CM Job Number : . Checked By: CM Model Name : Panini Kabob Grill Patio Cover—Carlsbad Joint Reactions (By Combination) LC Joint Label X fkl V Fk1 7 flcl MY rk-ff I MV rk-fn M7 rk.ffl j_1 24 N164 -.633 -.404 .002 0 0 i_ 24 N162 -.433 -.59 .123 0 0 - 3 24 N161 -.397 -.89 .238 0 0 0 _.4..... _14_ N163 -.369 -.317 -.004 0 0 0 __. 24 N165 -.303 -.388 .002 0 0 0 _.._ 24 N160 -.277 -.386 .257 0 0 0 RISA-313 Version 16.0.3 Kabob Grill Patio Cover_Cartsbad.r3d] Page 3 Designer : CM IIIRISA Job Company : Trimar Engineering Number : Checked By: CM Model Name : Panini Kabob Grill Patio Cover-Carlsbad Joint Reactions (By Combination) I (I Inint I zihal V rid V ff1 7 ff1 RAY bft1 MV fl,ft1 1.17 rk.ft1 1 22 N2 .071 -2.141 -.023 -.028 -.043 -.318 _L. 22 N3 .052 -.76 .025 .155 -.003 -.245 ..L. 22 NI __.3._.. -.96 -.023 -.082 -.042 -.222 .....4._. 22 N4 .027 .038 .014 .132 -.023 -.14 .1.. 22 N5 .022 -.018 .02 .157 -.012 -.096 ._.. 22 N9 .02 .12 .02 .148 -.011 -.063 _L. 22 N8 .._.02.__ .143 .021 .152 -.009 -.063 _&. 22 NB .018 .08 .023 .162 -.019 _L 22 N7 .016 .2 .021 .153 -.011 -.045 jQ. 22 NIO .01 .103 .012 .122 -.018 -.036 RlSA-31) Version 16.0.3 Kabob Grill Patio Cover_Carlsbad.r3d] Page 1 www.hlltius Profis Anchor 2.8.3 Company: Trimar Engineering Page: 55 Specifier: CM Project: Panini Kabob Grill_Carl Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: Specifier's comments: Post Base anchor design I Input data Anchor typo and diameter Kwlk Bolt TZ - 55304112(2) Effective embedment depth: = 2.000 in., heom = 2.375 in. Material: AlSl 304 Evaluation Service Report: ESR-1917 Issued I Valid: 3/i/20191 5/l/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 In. (no stand-off); t = 0.375 in. Anchor plate: lxi x t = 8.000 in. x 8.000 in. x 0.375 in.; (Recommended plate thickness: not calculated Profile: Square HSS (AISC); (Lx W x T) = 3.000 in. x 3.000 in. x 0.250 in. Base material: cracked concrete, 2500, f,= 2,500 psi; h = 5.000 In. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry (in.] & Loading (lb. In.IbI p., 16 00. CO Jeri, 23 'sx Input data and results must be checked for agreement wIth the existing conditions and for ptausibllityl PROMS Anchor (c) 2003-2009 Hull AG. FL-9494 Schaan Huh Is a registered Trademark of Huh AG. Schoen www.hiltius Profis Anchor 2.8.3 Company: Trimar Engineering Page: 58 Specifier: CM Project: Panini Kabob Grill_Carl Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions (lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 189 28 4 -27 2 825 16 4 16 3 245 48 -39 -27 4 881 42 -39 16 max. concrete compressive strain: - max. concrete compressive stress: - [psi] resulting tension force In (x!y)=(1.78210.157): 2,141 [lbj resulting compression force In (x1y)=(0.000/0.000): 0 [Ib] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load N [1] Capacity• Nn (Ib] Utilization p1 = NJ+ Nn Status Steel Strength* 881 8,885 11 OK Pullout Strength 881 1.749 51 OK Concrete Breakout Strength** 2,141 4,451 49 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refOr to ICC-ES ESR-1917 4t Ne Nue AC1318-14 Table 17.3.1.1 Variables Ase,N (In.2] lute [psi] 0.10 115,000 Calculations Nee [lb] 11,554 Results N (ib) steel 4 No, Ub) Nee [lb] 11,554 0.750 8,665 881 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Hull AG. FL-9494 Schean Hull Is a registered Tisdemark of HiS AG. Schoen www.hlitl.us Profis Anchor 2.8.3 Company: Trimar Engineering Page: 57 Specifier CM Project: Panini Kabob GnlI_Cail Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/26/2019 E-Mail: 3.2 Pullout Strength refer to ICC-ES ESR-1917 N 01 Np.ssoXe • Nu. ACI 318-14 Table 17.3.1.1 Variables 4 ipso N,2500 [lb] 2.500 1.000 3,180 Calculations 2500 1.000 Results N [lb] cmcmte [lb) N Fib] 3,180 0.550 1,749 881 3.3 Concrete Breakout Strength Nc g = () ANc 'V 'V ed.N 'V oN 'V cp.N Nb MN ACI 318-14 Eq. (17.4.2.1b) Nct,g 2:Nua ACI 318-l4 Table l7.3.1.1 AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) =9 h ACI 318-14 Eq. (17.4.2.1c) 'VeN = ( +2eN)S1.0 ACI 318-14 Eq. (17.4.2.4) 'V ed,N = 0.7 + 0.3 k / n) 1.0 ACI 318-14 Eq. (17.4.2.5b) 'V cpN = rx(o. !!!s)S 1.0 ACI 318-14 Eq. (17.4.2.7b) Nb = k0X0 Rh ACI 318-14 Eq. (17.4.2.2a) Variables h01 [in.] ec,,N [in.] e1 [in.] Gamin [in.] 'V c.N 2.000 1.782 0.157 oo 1.000 ;c [in.] k0 Xe 6 [P5iI 5.500 24 1.000 2,500 Calculations A [in.2] A, [in.2] ecl.N 'V 002.N 'V ed,N 'V re.N Nb fIb] 144.00 36.00 0.627 0.950 1.000 1.000 3,394 Results N [lb] +mmte Nebo Fib] N,, (lb] 8,093 0.550 4,451 2,141 Input data and results must be checked for agreement with the existing conditions and for plausibliltyl PROMS Anchor (c) 2003-200911119 AG, FL-9494 Schaan 1911115 a registered Trademark of Hull AG. Schaan www.hlltl.us Profis Anchor 2.8.3 Company: Tnmar Engineering Page: 58 Specifier: CM Project: Panini Kabob Grill—Carl Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: 4 Shear load Load V [lb] Capacity$ V Libi Utilization pw = Vuj# Vn Status Steel Strength* 48 4,472 2 OK Steel failure (with lever arm) N/A N/A N/A N/A Pryout Strength 48 2,376 3 OK Concrete edge failure Indirection N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vaa = ESR value refer to ICC-ES ESR-1917 $ V12! VUS ACI 318-14 Table 17.3.1.1 Variables tin.2) f8 [psi] 0.10 115,000 Calculations V jib) 8,880 Results Vaa [lb] Ostaw + Vsa Jib] Vua Pb] 6,880 0.650 4.472 48 4.2 Pryout Strength Vcp = kap [() V ed,N V c.N V cp.N Nb] ACI 318-14 Eq. (17.5.3.1a) $ Vcp a VUB ACI 318-14 Table 17.3.1.1 ANO see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) A = 9 h, ACI 318-14 Eq. (17.4.2.1c) 1 eoN = 2 'V + e 1.0 ( ACI 318-14 Eq. (17.4.2.4) 't 3he11 V ed.N = 0.7 + 0.3 (a) s 1.0 ACI 318-14 Eq. (17.4.2.5b) V cp.N = MAX(. )' 1.0 ACI 318-14 Eq. (17.4.2.7b) caccac Nb = k0 X 0 '/i he'-15 ACI 318-14 Eq. (17.4.2.2a) Variables kep het [in.) 0c1.N [in.] 8c2,N [in.) cendn [in.] 1 2.000 0.000 0.000 cc V MN C0 [in.] k0 a (psi] 1.000 5.500 24 1.000 2,500 Calculations AN. [in.2) ANcO fin.1 V OC1.N V ec2N V ed,N V re.N Nb [ib] 36.00 36.00 1.000 1.000 1.000 1.000 3,394 Results Vol, FIb] concrete + V 5 Fib) V05 [lb] 3.394 0.700 2,376 48 Input data and results must be checked for agreement with the existing conditions and for plausibility[ PROFIS Anchor (0)2003-2009 HIM AG, FL-9494 Sthasn Huh Is a registered Trademark of 111111 AG. Sutisan www.hlltius Profis Anchor 2.8.3 Company: Tnmar Engineering Page: 59 Specifier CM Project: Panini Kabob GrilLCar$ Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: 5 Combined tension and shear loads Utilization 13N.V 1%1 Status 0.504 0.020 5/3 33 OK PNV =Pi + 134 <= i 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate Is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROMS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption Is valid is not carried out by PROMS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibilityl Condition A applies when supplementary reinforcement Is used. The 0 factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturers product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACl 318 or the relevant standardl Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturers Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibilityl PR0F15 Anchor (c) 2003-2009 Huh AG, FL-9494 Schaan Hilo [as registered Trademark of HIS AG, Schaan www.hiitius Profis Anchor 2,8.3 Company: Trimar Engineering Page: 60 Specifier: CM Project: Panini Kabob Grill_Cart Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: 7 Installation data Anchor plate, steel: - Anchor type and diameter: Kwik Bolt TZ - SS 304 1/2 (2) Profile: Square HSS (AlSC); (Lx W x T) = 3.000 in. x 3.000 in. x 0.250 in. Installation torque: 480.001 In.lb Hole diameter in the fixture: d1= 0.563 in. Hole diameter in the base material: 0.500 in. Plate thickness (input): 0.375 in. Hole depth in the base material: 2.625 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 4.000 in. Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to Instructions for use is required. 7.1 Recommended accessories Drilling Cleaning Setting Suitable Rotary Hammer • Manual blow-out pump • Torque controlled cordless impact tool (Hilti Properly sized drill bit Safeset System) Torque wrench Hammer Coordinates Anchor In. Anchor x y c. c 5 C., C,1 1 -3.000 -3.000 - - - - 2 3.000 -3.000 - - - - 3 -3.000 3.000 - - - - 4 3.000 3.000 - - - Input data and results must be checked for agreement with the existing conditions sad for plausibilityt PR0F15 Anchor (c) 2003-2009 Hill! AG, FL-9494 Schaan Hull is a registered Ttsdemark of Hull AG, 5chaan www.hlltl.us Prof is Anchor 2.8.3 Company: Trimar Engineering Page: 61 Specifier: CM Project: Panini Kabob Grill—Carl Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 6/25/2019 E-Mail: 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hiltl's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures. and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put In by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, If applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Huh Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 H91 AG, FL-9494 Schsan Mliii [as registered Trademark of Mliii AG, Schaan L d, TRIMAR ENGINEERING Structural Calculation Project: Panini Kabob Grill Carlsbad - Awning 2iO 6ce O.;) Project address: NWCor. Gateway Read -&-EI Fuca tc St.;-Bldg.-F, Ste. 100 Carlsbad, CA 92009 Prepared for: Exclusive Awnings, Inc. GENERAL NOTES 1.) DESIGN CODE: ORC2o1e 2) DESIGN LOADS ;ASCE 7-10 WIND VELOCiTY: 110MPH ROOF LIVE LOAD :SPSF PROVIDE PROTECTON AGAINST DISSIMILAR MATERIALS PROVIDE FULLY WELDED CAP AT ENDS OF OPEN PIPEIHSS, MIN. CAP THICKNESS • PIPEIHSS THICKNESS SCOPE OF WORK IS UNITED TO THE DESIGN OF CANOPYIAWNING FRAMING, POOlS AND ATTACHMENTS TO FOUNDATION OR WALL ELEMENTS, SCOPE OF WORK EXCLUDES PERFORMING CAPACITY CHECKS OF WALL ELEMENTS, BUILDING STRUCTURE, FOUNDATIONS. SUB-STRUCTURES, OR OTHER EXISTING STRUCTURAL ELEMENTS ALL OF WHICH ARE BY OTHERS. 6/25/2019 Prepared By: Cerenico G.. Madrona, P.E., M.ASCE 7868 De Soto Ave. Canoga Park, CA 91304 W: 747-202-0809 C:818-667-1279 CBC20I9-0335 2622 GATEWAY RD PANINI KABOB GRILL: AWNING (50 SF) AND CANOPY (1,326 SF) FOR OUTDOOR PATIO #100 2132621900 7/9/2019 CBC20I 9-0335 Job: Panini Kabob Grill Carlsbad _Awning I Pg.2 NW Cor. Gateway Road & El Fuerte So, Bldg. F, Ste. 100, Carlsbad, CA 92009 I Design based on CBC 2016, ASCE 7.10 I I Design Loads I DeadLoad D: Element Weight (psU Fabric Cover 1 0.10 PSI IR IM bad' Lt 1 5.00 PSI I Wind Design Data I (See Exclusive AwnIngs, inc. drawings for Canopy Structure Details) Risk Category Basic design whsd speed (3 set gust wind) V 110 mph Exposure category (B.CorD) C Topographic factor If, I Existing building Mean reef height h 20.00 8 Roof angle 0.00 dog. Ku = vetrcrty pressure exposure coefficient evaluated at height, h,(rab. 27.3.1) 0.90 Kdndnd directionality factor. (Tab. 28.6-1) 0.85 Velocity pressure, 0.0lK0KV r ZVO IPSF Grateifectfactor, 0 0.85 Enclosure dasulficallen: Structure Is ENCLOSED. Gopi (Table 26.11-i) = 10.18 Sec. 27.4.1 Enclosed & Partially Enclosed Buildings Design Wind Pressure. p (PsU I ooGC-u(GC1 ) I MIVFRS - Part i,_FIgure 27.41 Wall Pressure Coefficients, Cp Design Wind Pressure, p Surface LIB Cp +Gcpl p .Gcpl p Windward Wall At values 0.8 0.18 11.85 .018 20.38 Brie Wall All values .0.7 0.18 -18.38 -0.18 -9.83 Roof Pressure Coefficients, Cp Design Wad Pressure, p Normal to Rhiga Nor. Distance from Windward Edge Cp + Copl I p E Gopi I p 0tohl2 4.9 0.16 1 .22.39 I -0.18 1 .13.88 1' I USE I Use: 20.38 psi flowing up the face of the existing building applied on the canopy bo5om .23.39 psi, uplift, perpendicular to roof 11 I See Rise catcs pages for structure analysis I Job: Panini Kabob Grill Carlsbad Awning I P9.3 NV Cor. Gateway Road & El Fuerte St., Bldg. F, Ste. 100, Carlsbad, CA 92009 ISOMETRIC VIEW NTS ALL JOINTS TO BE FULLY WELDED UNLESS OTHERWISE SHOWN IN THE DRAWINGS I (See Exclusive Awnings, Inc. drawings for structure details) MEMBERS DESIGN SUMMARY ELEMENT SHAPE MATERIAL Awning Frame HSS1x1x14GA AS00 Grade B Wall Attachment Design Top Attachment Design Bottom Attachment Design Base Joint Mao. Reactions: ( From RISA cabs, LCB. Node N24) Base Joint Max. Reactions: (From RISA cafes, LED, Node N20) X" .0200 10p .200 Lb (Tension) X" .0957 HIp" .957 Lb (Tension) Y" .0.217 10p .217.0 Lb (Shear) -0.51210p= .512.0 Lb (Shear) Z= 0.002 HIp" 2.00 Lb (Shear) 0.000 HIp" 0.00 Lb (Shear) Resultant Shear demand" 217 Lb (Shear) Resultant Sheer demand" 512.0 Lb (Shear) Try 318"0iaA307 stool Lag Screw Show demand par screw " 512 Lb (Shear) Lag Screw diameter " 318 In Tension demand per mew " 057 Lb (Tension) Effective depth of embedment" 2.50 In Try3I8" Dia. A307 steel Lag Screw Existing wood assumed 0 "0.50 Lag Screw dIameter" 318 In Lag Screw withdrawal design value " 305 Lb /In. (Table 111.2k NOS) Effective depth of embedment" 2.50 In Load duration factor, C0" 1.6 Exlstirigwood assumed 0 "0.50 Format Conversion factor, HF facto 332 ID = 0.85 (Table 23.5 lIDS 2015) Lag Screwoithdrawal design selue" 305 Lb un. (Table 112k NDS) Lag Saw Tension sspadty" 2833 Lb 3, 200 Lb (Oh) Load duration factor, C0" 1.6 Format Conversion factor, KF factor[ LRI 3.32 ID = 0.65 (Table 2.3.5ND52015) Steel Lag screw Shear capacity: Lag Screw Tension capacity " 2633 Lb r' 057 Lb (Oh) Leg Screw shear design value " 180 Lb (Table IIK,HDS) Sled Lag screw Shear capacity: Loadduratlonfedor, C" 1.6 Leg Screw shear design value 190 Lb (Table 111(,NDS) Formal Conversion factor, kFfacto 332 ID a 0.65 (Table 2.3.5ND$2015) Loadduretonfactor, C1," 1.6 Lag Screw Shear capacity 822 Lb u 211 Lb (Oh) Formal Conversion factor, K? factor I LRFD 1" 3.32 ID " 0.65 (Table 23 NDS 2015) Lag Screw Shear capacity " 622 Lb ' 312 Lb (Oh) USE: A301 Gaivanicedlzinc Plated Steel Lag screw, 318" Diameter USE: AIOT GaivasizediVnc Plated Steel Lag screw, 318" Diameter with Minimum 2.112" Efffeclive depth of Embedment with Minimum 2.112" Efifective depth of Embedment Top Anchors@ 32" O.C. MAX. SPACING NOTES: Design of awning anchorage is based on the assumption that the existing supporting structure Is adequate to early loads imposed by the attached awning. Existing structures l walls components shown in the shop drawings to be field verified. Envelope Only Solution Trimar Enqine CM Panini Kabob Grill_ Awning_Carlsbad 3D FRAME Panini Kabob ,-422 Envelope Only SolutIon Trimar Engineering CM Panini Kabob Grill_ Awning_Carlsbad BOUNDARIES I Panini Kabob GnIL Envelope Only Solution Trimar EnqinE CM Panini Kabob GnlI_ Awning_Carlsbad MEMBERS I Panini Kabob GrilL Loads: BLC 3, Wind Load Envelope Only Solution Trimar Enainee CM Panini Kabob Grill— Awning_Carlsbad WIND LOAD I Paninl Kabob Grill— Loads: BLC 2. Roof Live Load Envelope Only Solution Trimar Engineering CM Panini Kabob GnII_ AwningCarlsbad ROOF LIVE LOAD Panini Kabob Grill_ 45 Loads: BLC 4, Roof Cover DL Trimar Engineering CM Panini Kabob Grill— Awning_Carlsbad ROOF COVER DEAD LOAD I Panini Kabob GrilL Designer : CM IIIRISA Job Company : Trimar Engineering Number A4W Checked By: CM Model Name : Panini Kabob Grill-Awning_Carlsbad Hot Rolled Steel Proøerties Label E lksil G rksil Nu Therm (1.. r)ensltvrk!. YieldFksil Ru Fulksil Rt I A992 29000 .11154 .3 .65 .49 50 - j_ 65 1.1 2 A36 Gr.36 29000 _11154 .3 .65 .49 36 1.5_._ 58 1.2 3 A572 Gr.50 29000 ..11154 .3 .65 .49 .._50_. 1.1 65 1.1 4 A500 Gr.B RND 29000 _11154 .3 .65 .527 42 - _14._ 58 1.3 _. A500Gr.BRect _2900 _11154 .3 .65 .527_ 46 4_ - 58 1.3 A53 Gr.B 29000 _11154 .3 .65 .49 1 35 1.6 60 1.2 _L.1 A1085 29000 1 11154 1 .3 1 .65 1 .49 1 50 1 1.4 65 1.3 _L.1 A513 29000 1_11154 1 .3 1 .65 1 .49 1 72 1 1.5 1 87 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Desi... Afun2]Iyyi3..izzli..J [1n41 I 1 I Frame I HSS1x1x14GA I Beam I SquareTube IA500 Gr.B RectlTypicall.25871.03751.03751.0561 Member Primary Data Label I Joint J Joint K J ...Rotate(d.. Section/Shane Tune Ossion List Material flesion Rular j_.1 Ml Jj_ J2_ Frame - Beam SauaeTube A500 Gr.B R... Typical ..2_ M2 Jt J!21 - Frame Beam SquareTube A500 Gr.B R... Typical _L M3 ..N2. .Ni2. - Frame Beam Scluarshbe A500 Gr.B R... Typical ..A_. M4 J42 Frame Beam SquareTube A500 Gr.B R... Typical _L MS N3 is!i. Frame Beam SauareIubg A500 Gr.B R... Typical A_ M6 .J. J,i4_ - Frame Beam SquareTube Gr.B R... Typical ...L M7 J4.. N14 - Frame Beam SauareTube 500 Gr.B R... Typical ._L. M8 .N4 J4& - Frame Beam SquareTube Gr.B R... Typical .L. M9 N5 j4j. - Frame Beam SauareTube A500 Gr.B R... Typical JQ.. MW J.. ..N. - Frame Beam SquareTube A500 Gr.B R... Typical M11 .'. iiL Frame Beam_ SauareTube A500 Gr.B R... Typical iZ. M12 J. _NL - Frame Beam SquareTube. ASOO Gr.B R... J:ynicaL jj. M13 J!L .I416. - Frame Beam SauareTube 00 Gr.B R... Typical 14_ M14 JIZ.. J49... - Frame Beam SquareTube Gr.B R... Typical IS MIS N8 J49. - Frame Beam SauareTube Gr.B R... Typical .,IL M16 j. - Frame Beam SquareTube Gr.B R... Typical JL M17 JJ9_. iiia - Frame _Beam SauareTube 50 Gr.B R... Typical j. M18. li12 N21 Frame Beam SquareTube A500 Gr.B R... TyicaI 19 M19 N12 j4j.3.. Frame Beam Sauarelube A500 Gr.B R . . . j:ypcal IQ M20 I liii .N23.. - Frame Beam SquareTube A500 Gr.B R... Typical it M21 jsjfl. .N14. Frame Beam SauareTube A500 Gr.B R... Typical .22. M22 .f'jjj i425 Frame BeartL quareTube A500 Gr.B R... Typical ..2. M23 N14 .Ni - Frame Beam auareTube A500 Gr.B R... Typical 14 M24 15 1116. Frame Beam Squarelutie. IA500 Gr.B R... Typical .2_ M25 .NiI 1427... Frame Beam SauareTube A500 Gr.B R... [p_ iL M26 141.. 1421 Frame Beam SquareTube A500 Gr.B R... Typical iL M27 NI6 1411 - Frame Beam fube.. ASOO Gr.B R... Typical .2. M28 JjiZ. 1929. - Frame Beam SquareTube A500 Gr.B R... Typical 19.. M29 N17 1 14.16. - Frame Beam SauareTube A500 Gr.B R... Typical Q.. M30 J91. I 19.31 - Frame Beam SquareTube A500 Gr.B R... Typical .fl M31 NI8 .f91.9. - Frame Beam SauareTube A500 Gr.B R... Typical .32... M32 1919. 19.33. Frame Beam SquareTube A500 Gr.B R... Typical 33 M33 N21 1923.. - Frame Beam SauareTube A500 Gr.B R... _Typical ..34. M34 1923. .N2. Frame Beam SquareTube A500 Gr.B R... Typical .j . M35 N25 1927. Frame Beam SauareTube 1 00 Gr.B R... Typical j . M36 1927. J929. - Frame Beam SquareTube IA500 Gr.B R... Typical 37 M37 I N29 1931 - Frame ..Beem_.I SauareTube IA500 Gr.B R... _pical ..3..1 M38 I 1931 I 1933. - Frame Beam SauareTube IA500 Gr.B R... Typical RlSA-3D Version 16.0.3 [CA ... \ ... \ ... \...\... ... \...\ ... \Awning\Panini Kabob Grill_Awning_Carlsbad.r3d] Page 10 Designer : CM IIIRISA Job Company : Trimar Engineering Number ANW!T3C)kCWAN- Model Name : Panini Kabob Grill- Awning_Carlsbad Checked By: CM Joint Coordinates and Temperatures i hI v rfii v rfti 7 r4l ri n; Ni N2 3.584 0 N3 3.584 0 - 1.79167 _4_. N4 3.584 0 4.29167 N5 3564_ 0 6.79167 N6 3.584 0 9.29167 N7 3.584 0 11.79167 _&.. N8 0 13.58334 _9._. N9 3.584 0 13.58334 IQ. NiO ______ .25 jj. Nil .25 13.58334 12_ N12 3.584 1.417 0 Ii. N13 3.584 1.417 1.79167 14_1 N14 3.584 1.417 4.29167 15 N15 ______ 1.417 ..... __________ IL N16 3.584 1.417 6.79167 IL N17 3.584 1.417 9.29167 IL. N18 3.584 1.417 N19 11.79167 19 3.584 1.417 13.58334_ 20 N20 0 1.667 6.79167 it.1 N21 0 4.917 _______ ___________ .22. N22 ______ 4.917 0.12417 0 23 N23 0 4.917 1.79167 0 24_ N24 0 4.917 2.79117 N25 0 25 0 4.917 4.29167 26 N26 4.917 5.45817 0 17 N27 0 4.917 6.79167 0 28 N28 0 4.917 8.12517 0 .29... N29 0 4.917 929167 30 N30 0 4.917 10.79217 0 31 N31 0 4.917 11.79167 Z.. N32 0 4.917 13.45917 0 33 N33 0 4.917 13.58334 1 0 - gjj Boundary Conditions I.....e I kI V rlr..l V f61.,.1 7 rI,,.., V D,.ê fl,feh.A1 V D,. rbf.,...,I, 7 D..e ri,a,...i, I N2i _Z_ N22 Reaction Reaction Reaction N24 Reaction Reaction Reaction _4_. N26 Reaction Reaction Reaction N28 Reaction Reaction Reaction _... N30 Reaction Reaction Reaction N32 Reaction Reaction Reaction NIO Reaction Reaction Reaction 9 N11 Reaction _Reaction Reaction 10_ N20 Reaction Reaction Reaction Basic Load Cases RISA-3D Version 16.0.3 Kabob Grill_ Awning_Carlsbad.r3d] Page 11 Designer huRisA Company Job Number AUtMt!SCKCO.P Model Name Trimar Engineering CM Panini Kabob Grill— Awning_Cailsbad Checked By: CM Basic Load Cases (Continued) RI ( fle,q4,ti,n flafannm V (uih, V 7 frnM, W.f O.tnI Af IA 5 1 BLC 4 Transient Area Loads I None 47 6 BLC 2 Transient Area Loads I None 19 # 7 BLC 3 Transient Area Loads I None 1 1 38 1 Load Combinations C DI f DI(' r..4 DI ( DI I' C DI ( r D c. ______________'rrairn ••••iiuuiuui Member Area Loads (BLC 2: Roof Live Load) Joint A Joint B .tpint C Joint D DirectipnDisJdbjgiQn Magnitude[ksfj I I N33 I N21 I N12 I N19 I PY I Two Way I -.005 Member Area Loads (BLC 3: Wind Load) Member Area Loads (BLC 4: Roof Cover DL) I,,in+ A ln C InI (' Wnf fl IMn., k,,*nn IA,.nI,,,1.rI,41 I N2 N12 N21 NI Y Two Way -.0001 2 NI2 N19 N33 N2I Y Two Way -.0001 3 N2 N9 N19 NI2 Y Two Way -.0001 4 N9 N8 N33 N19 Y Two Way -.0001 Envelope Joint Reactions I.;..e V rL.I I#, V r6l I (' 7 fl,I I ( IAV f6 Al I (' lAS! I,ft1 I!' IA? fl. 41 I!' wLa Ewd' L-.= Mimi wivin 11191111111110 11 -- 1111111E1111WO 711111" 1119111111111M 11M111111M t1 FI RISA-313 Version 16.0.3 Kabob Grill_ Awning_Carlsbad.r3d] Page 12 UDOP Company : Trimar Engineering Designer : CM Job Number : Checked By: CM AT$CCOM4Y Model Name : Panini Kabob Grill- Awning_Carlsbad Envelope Joint Reactions (Continued) Joint X Iki LC V rki LC 7 rkl LC MX k-ffl I (I MV rk.fti I (I M7 fIcff1 I ( EnveloDe AISC 14th(360-10-): L.RFD Steel Code Checks Member Shane Code Ch. Lo1ft1 LC Shea I n1ft1Ir I1 nhiPnn nhi*Pn nhiMn nhi*Mn, (h Frn _1 1J,A1.I HSS1xix14GA ,655 3584 9 035 3584v 9 4.543 10709 312 312 2.165 _Z_ ...M2_I HSS1x1x14GA .492 4.917 ..L y . 2.436 10.7091 .312 .312 2 HI-lb ..L _M_I HSS1x1x14GA .712 0 9 .096 ..Q_ 9,366 10.7091 .312 .312 2.184 Hi-lb _4_. _M4_I HSS1x1x14GA .336 1,792 j... 19 1.792 y 9 8.644 10.709 I .312 .312 2.265 HI-lb 5 M5 HSS1x1x14GA._ .224 0 9.. .056 0_. 8 9.366 10.709 I .312 .312 2.1152.111-1b _.. ..hiL. HSS1x1x14GA .221 0 1. _Q.... y .a 7.056 10.709 I .312 .312 .1.8 87 H 7 Mi HSS1x1x14GA .384 0 9 .096 0 z 9 9.366 19.I .312 .312 .8 Hi-lb 8 _M& HSS1x1x14GA .519 2.5 9. Jj 1... y .a 7.056 10•72I_.312 .312 2.23 HI-lb 9 M9 HSS1x1x14GA .142 0 ..9. .018 _Q. .9 9.366 i!J!i .312 .312 2.206 HI-lb 10 MIO HSS1x1x14GA .519 0 9 .113 2.5 y . 7.056 107 9{ .312 .312 2.23 Hj±b it jjj $1c1xi4GA .384 ...._Q_ 9 Q9 .9. 9.366 10.71_.312 .312 1.818 Hl-lb _12 ..M12 I HSS1x1x14GA .221 _2_ I. 1 7.056 19:70I .312 .312 1.887 HI-lb 13 1 M13 I HSS1x1x14GA _224_... 0 9 1.056 JL. z .81 9.366 12J091 312 .312 2.152 HI-lb 14 1 M14 I HSS1x1x14GA .336 _ .9.. .139 0 v .9. 1 8.644 1020 .312 - .312 2.265 HI-lb 15 ..M15 I HSS1x1xl4GA_ .655 3,584 9_ 3. y 91 4,543 !!.ZP .312 .312 2.165 H 1.6_ M16 I HSS1x1x14GA .492 4.911 9... JL. .9. 2.436 9 .312 .312 5 !j.Lb JL M17I HSS1c1x14GA 112 0 9 096 0 .9. .936 LQ 3i2. .312 2. b _i& M18 I HSS1x1x14GA .413 1044 1. .046 4.175..9. 2.347 10.709 .312 .312 .11.357 .1-11-1b 19 M19 I HSS1x1x14GA .306 .1.792 1.1.082I 1.644 10.709 312 .312 12.116 H1-Ib 20 ..M20 I HSS1x1x14Gk .549 229 9 .072 ilLs 9. 2.347 1.212 312 .312 1.194 Hi-lb 21 M21 I HSS1x1x14GA _..247-- _2_ 9_ .038 2.5 v 1 7.056 1 i9 .312 .312 1 HI-lb 22 M22 I HSS1x1x14GA .645 ..24 .9... .09_4 4.175 v 9. 2.347 179 .312 .312 1.199 Hl-Ib 23 M23 I HSS1x1x14GA _.940 ..2 9 .159 2.5 z 9. 7.056 10.709 .312 .312 2.48 Hi-lb 24 M24 HSS1x1xl4GA .379 3.584 9 ..009 QM X .8. 4.543 10.709 .312 - .312 1.I9 Hi-lb .25 M25 HS.S1xij4A.. .676 iL 9_ .308 _Q. v 9 4.727 10109 .312 .312 2221 Hl-lb 28 M26 HSS1x1x14GA .660 2,4531 .052 4.175 X .9. 2.347 10.709 .312 .312 1.3011 Hl-la 27 MV HSS1x1x14GA .940 _Q_. .9.. .159 0 z.9. 7.056 10.709 .312 .312 2.4811-11-1b .28_ ..M28 HSS1x1x14GA .645 _24... I .094 4.175 V..9. 2.347 10109 .312 .312 HI-lb 29 1 M29 I HSS1x1x14GA .247 _Q_ .9.. 08 .J_v .8. 7.056 10.709 _312_ .312 1.26 !:!i.±b Q_1 M30 I HSS1x1x14GA .549 2.296.9.. .072.4.176 v 9. 2.347 10.709 .312 .312 1.194 Hl-lb 31 M31 I HSS1x1x14GA .306 ..Q_. 1 .082 1.792 .8. 8.644 10109 i2 .312 12.116 Hi-lb 32 M32 I HSS1xix14GA .413 1.04 I .04_6 4.175 V .9. 2.347 10.709 .312 .312 11.357 Hi-lb 33 M33 HSS1x1x14GA .233 12.92 1 344 .112 I .91 8.644 10.709 .312- 1678 H3-6 4_ M34 HSS1x1x14GA .434 ..2.5 9 .065 1.016 X 9. 7,056 !.QLQ Lb 35 WAS HSS1x1x1&GA .828 2.5 9 .285 z .9. 7.056 10109 .312 HI-lb 36 M36 HSS1x1x14GA .828 _Q I 28 9 7.056 10109 .312H .311.678 .312 HI-1b 37 M37 HSS1x1x14GA .434 Q_ 9 .065 1A84 j 7.056 10109 312_HI-lb & M3L HSS1x1x14GA .233 Q 44 1. .9 8.644 j9 .312 f36 RISA-3D Version 16.0.3 Kabob Grill- Awning_Carlsbad.r3d] Page 13 IIIRISA Company : Trimar Engineering Designer : CM Job Number DIE?SCIEKCOupNy Checked By: CM Model Name : Panini Kabob Grill—Awning_Carlsbad Joint Reactions (By Combination) I - LC Joint tahI X rkl V rki 7 flcl MV Fk-ftl MV rk-ffl M7 rk-ffl ..j..1 8 N20 -.947 -.505 0 0 0 .L. 8 NIO -.242 -.024 009 0 0 0 3 8 N11 - _.242 -.024 .009 0 0 0 4_. 8 N24 -.2 -.217 .002 0 -0 0 8 N30 -.2 -.217 -.002 0 0 0 _L. 8 N32 .102 -.27 .005 0 0 0 7 8 N22 .102 -.27 -.005 0 0 0 _&. 8 N28 .281 -.209 -.003 0 0 0 _9_. 8 N26 .281 -.209 .003 0 0 0 10_ 8 Totals: -1.064 -1.944 0 jj. 8 1 COG_(ft): X:1.78 Y:3.232 Z:_6.792 RISA-31) Version 16.0.3 Kabob GnIl_Awning_Carlsbad.r3d] Page 14 Company : Trimar Engineering HOOP.OSA Designer : CM Job Number LSCH ( Checked By: CM Model Name : Panini Kabob Grill_Awning_Carlsbad Joint Reactions (By Combination) LC Joint Ibel x rid v rki 7 rid MY fli-ifi MY rk-fn M7 rk-ffl _i_.1 9 N20 -.957 -.512 0 0 0 _ 9 NW -.245 -.027 -.009 0 0 0 __. 9 N11 4__. -.027 .009 0 0 0 .A_ 9 N24 -.2 -.22 .002 0 0 0 ..5_ 9 t430 -.2 -.22 _002_. 0 0 0 _L. 9 N32 .106 -.275 .006 0 0 0 _L_ 9 N22 .106 -.275 006 0 0 0 _&_ 9 N28 .286 -.212 -.003 0 0 0 _L 9 N26 .286 -.212 .003 0 0 0 10 9 Totals: -1.064 -1.979 0 ii. 9 COG (ft): I X: 1.783 1 Y: 3.215 Z: 6.792 1 RISA-31) Version 16.0.3 Kabob Grill_Awning_Carlsbad.r3dJ Page 15