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BPAT2015-001878-495 CALLE TAMPICO D �NMUCt/ LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT r. Application Number: BPAT2015-0018 Owner: Property Address': 80099 VIA TESORO PATRICIA TEMPLE APN: 777310028 812 MESA VISTA PL Application Description: MOUNTAIN VIEW/TEMPLE/219 SQUARE FOOT [DURALUM] PATIO COVER YAKIMA, WA 92253 Property Zoning: Application Valuation: $1,966.00 Applicant: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 770843 Date: ? Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions ofthe Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's'Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Llc. No.: 770843 Date: 3/18/2015 Z cm5� a Q w o o CV � OLu Sa, r—I LL o 0 0, Q o WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _4Z 1 have and will maintain workers' compensation insurance, 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: Carrier: Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned pro ert for inspection purposes. i Date: t Signature (Applicant or ' DESCRIPTION FINANCIAL INFORMATION ACCOUNT CITY AMOUNT PAID ''AID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHODr RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA; $1.00 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID aAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 PAID BY METHOD RECEIPT # CHECK # = CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID ?AID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forSTRONG•MOTION INSTRUMENTATION SM! $0.50 $0.00 TOTALS:00 Description: MOUNTAIN VIEW/TEMPLE/219 SQUARE FOOT [DURALUM] PATIO COVER Type: PATIO COVER Subtype: Status: UNDER REVIEW Applied: 3/18/2015 SKH Approved: Parcel No: 777310028 Site Address: 80099 VIA TESORO LA QUINTA,CA 92253 Subdivision: TR 31349 Block: Lot: 28 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,966.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: PATIO COVER- 219 SQ FT LATTICE PATIO COVER [DURALUM SPECIFICATIONS] DOES NOT INCLUDE ELECTRICAL. 2013 CALIFORNIA BUILDINGCODES. ZIP PHONE FAX CHRONOLOGY Printed: Wednesday, March 18, 2015 2:23:46 PM 1 of 2. ; SYSTEMS CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LIFETIME PATIOS P 0 BOX 5806 LA QUINTA CA 92248 (509)952-2213 CONTRACTOR LIFETIME PATIOS P 0 BOX 5806 LA QUINTA CA 92248 (509)952-2213 OWNER ' PATRICIA TEMPLE 812 MESA VISTA PL YAKIMA WA .92253 (509)952-2213 Printed: Wednesday, March 18, 2015 2:23:46 PM 1 of 2. ; SYSTEMS Printed: Wednesday, March 18, 2015 2:23:46 PM 2 of 2 0-7p. W-1ySTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 SMI - RESIDENTIAL 1 101-0000-20308 1 0 $0.50 $0.00 Total.Paid forSTRONG MOTION INSTRUMENTATION SM! $0.50 $0.00 TOTALS: $194.39 00 Printed: Wednesday, March 18, 2015 2:23:46 PM 2 of 2 0-7p. W-1ySTEMS Bin,# City of La Q uinta C Building u Safety Division P.O. Box 1504, 78-495 Calle Tampico ,La Quiqta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �U��015 -1Q Project Address: V. - Owner's Name,, Address: - ` A. P. Number: Legal Description: City, ST, Zip: L%/ N A Telephone: Project Description: , Contractor: //FET1AICf%% /0$ Address: �� IJ�X �O t�t0 City, ST, Zip: /A QU/NT,4 CA �7 Telephone: 7&o - 77a _Q - d � State Lic. # : /3-77409q-5. City Lic. #: Arch., Engr., Designer: Address: , City, ST, Zip: Telephone: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: Name of Contact Person: ��s Sq. Ft.� S #Stories: #Units: ��7 Telephone # of Contact Person: 110 669 %01) Estimated Value of Project: G APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Rediewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2•' Review, ready for correctionsrssue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`' Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Mountain View Country Club Homeowners Association c/o Albert Management Inc. PO Box 12920, Palm Desert, CA ` 76tJ.346.9000 4 March 13, 2015 Patricia Temple 812 Mesa Vista Place 8 Yakima, WA 98901 Re: Property located at: 80099 Via Tesoro, La Quinta, CA 92253 Account Number: 101403100 Architectural Approval for: Trellis Dear Homeowner(s): Please consider this written confirmation that the architectural committee has approved your application for installation of a trellis based on'the plan provided. The CC&Rs provide the Architectural Committee with the duty and responsibility to review all applications requesting additions, alterations, improvements, or modifications to the exterior of his/her residence, residential lot, and/or the common area and to ensure that the architectural applications comply with the Architectural Application Guidelines and Procedures and comply with the Association's Governing Documents and are consistent with the overall conformity and harmony of the original design and the aesthetic beauty our community. We thank you for your cooperation in following the architectural procedures. Please contact our office upon completion of this project so that the final completion may be signed off by the Architectural Committee and if applicable, any refundable deposit returned. Should you have any questions please feel free to contact me or,my assistant Cynthia Doane at 760.346.9000 or by email at cardinal.ambrose@plbertmgt.com. Sincerely, On behalf of the Architectural Committee Mountain View Country Club Homeowners Association Cardinal Ambrose, CCAM, CMCA, AMS Association :Manager cc: Architectural Committee 4 RA ul I IN.O.-&ISAF IE ....... OA CCA -ecu ORiCONSTRUCTION_4 L. - to NTtA- . ___ _._'_.___�__ � —1 _--;--.-_�--.--�._� _.. �___-._�__ � _.. _.._.a___.�--.__�,_._ ....--•-.--•---- .. ___. __-----�-___ ___,_._ _r� .. _..._.. __._: __� __� rye.._.,. U D Vol IA F -DATE pq le LIGHTING LEGEND PLANT LEGEND - SYM I QTYJMODEL NO, MANUF.NAME FIXTURE TYPE 10 »roar axwc•]-no,urr-,®ncm acr; wox]ie uNme �o p,aci,o,^�mn uwr a,, 10 NF 0.QI,A(Al-t3 -bYrt -,m NroD VNIA v.IC�iAre Y6xrNS ,tll loa rxX�S N0G16 WafMgY V>A 30 ,ry.p,.Rml/L4•I9e]]NATI MSfA LAVlMl lltgNY+ LL9 GAMltlMrfprIM40'A,� TM 2 (I loon . Ir)]OeN pAI R,n]rOCLl AIO iYd oi.wsasim emwua ID11. 1]gf.0.0® ON Ntapq+.neSNWPJy�gd.q 5gol. MATCH LINE SEE BELOW a�� • �� it O n aNaYa eowYr sgm. , \I 1 - I .LANM • ..- x gNan.Av. ro Aouu 1 al rA Pw+,rm .P wgw+t, ..-! ,. =ex o+c.m .Yc O t • o(] 1� I' •� p O / �4nNMYa iR@roADWY ON�bbHLO 1 � �� '� I GY /,nYN.ee ro •wNY-ta % � tii (��• • ��L�aaW✓✓7 B� / �I1 � ".• 0' �' 4 NV.A..MINVP • np. I .1 ' � ` ., I .'.'• or..q \�•.• m•nw1• 1 O w wY'O"i.,. uy. i e.� �, -I • .inA II POO L 4 LANA 1 �*q �Yi, N�yL >, 1pwanN•1 I O �„ n.. a roi 1 / � �� m \ // • cawyNr. ra eN cwct.P i • / I ` u.Nge>.xre,wun� y "�I - % . • ® ] �� ].sw NA.�,.. :"'y-• -- en•nN. Paves wax �I LANM Via Tesoro LAWN CALC LATIONI TOTAL FRONT YARD LANDSCAPE 1,200 SOFT TOTAL LAWN S80 SOFT • S1 % MJ,I Ggli.viD gaot IRS PW • ® 9,YL nOf Ow•DAF W M1 W OgM.g111q1. Nq•t u•Aq . _ tAlq•4 Ppwi wf LUN N•fII qx Mp SEE ABOVE va- . r -d' RAV MARTIN LANDSCAPE RENOVATION TEMPLE RESIDENCE tana.ow A trno.Ihn o.wan cw,Wa.ni 80-099 Via Tesoro L�1 ]]1YI aNNa. nJn. PLANTING PLAN A1I."�C•C. 1' P p.o, LYImM•v]]] P.aseu La Qainu, Ca9fomla 92253 ��^ ds LIGHTING PLAN ` b • I'-0 2-'-'3 01 a,, � T Q'> . �i►:'• til � � , \ R ..1 ..iiiy �1 1 •I Mp SEE ABOVE va- . r -d' RAV MARTIN LANDSCAPE RENOVATION TEMPLE RESIDENCE tana.ow A trno.Ihn o.wan cw,Wa.ni 80-099 Via Tesoro L�1 ]]1YI aNNa. nJn. PLANTING PLAN A1I."�C•C. 1' P p.o, LYImM•v]]] P.aseu La Qainu, Ca9fomla 92253 ��^ ds LIGHTING PLAN ` b • I'-0 2-'-'3 01 CITY OF LA QUIN' BUILDING & SAFETY DE APPROVED FOR CONSTRUCTIOP CAYi7DLLL ... :z Epp: m CIVIL .184 ; THICI ,aS (RAY CkkIPBELL GENERAL NOTES: PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GOVERIHNG CODES: I. THE DESIGf'v OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20.25 AND 30 Psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. ADI WING NOTES : T. 2. LL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, } SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. CH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE UFACTURER DESIGN LOADS AND ENCLOSABILIfY. 4. DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE OTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE D DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, CHNIQUES, SEQUENCES AND PROCEDURES. 5. 14E APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE �� VAI ABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE HALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALT- BEAR ON FIRM, NATURAL, UNDISTURBCD SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES,' IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 18062 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQOIRED TO RE INSTAI I Fn IN AC,CVIuAri E VVI IHIHE: NAIIUNALDESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY FOT EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH =110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. ThlnkPacADuratumUAPMO 019515.21-14 Submltt N5.21-14 A 4.dvvg, 8252014 2:1327 PM, CutePDF Writer, DESIGN REQUIREMENTS: Y s 4w .y RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 PSI) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30.40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) AD':ITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120.130 MPH, EXPOSURES B AND C. 3..00CUPANCY CLASSIFICATION AND RISK CATEGORY: 11, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S,= 0.6, S In= 1.0, S a 0.50 RESPONSE MODIFICATION FACTOR, 87.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT). 20' S. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMD-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. Ot HER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEET INDEX : SHEET # SHEET TITLE/ DESCRIPTION WIND SPEED CONVERSION TABLE: CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES 3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN 5 ............MINIMUM FASTENERS 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 7 ,.,.,•.,.... HEADER RFAM TYPFS, COLUMN / POST TYPES 8 ............EXISTING EAVE CONNECTION DETAILS 9 ............HANGER CHANNELS AND MOUNTING BRACKETS 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS 15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH 18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH 21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH 24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L. 110-130 MPH 28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 34-36 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH 39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH 41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH 43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS 48 ...........SNOW DRIFT DESIGN 49 ...........SPAN REDUCTION FACTOR TABLES 0 w .Z Z i o U3 J wa4^ a ON� Ujm U aQ< ,I1F0 J Z OZ J W W 2 �QQ M N U Il w � � U U G = z Oaa F U K IxE 0 U W<o =oi {A J -099 N w ~ 0 W 0 8 m E m H 0 U � .0. N 1 � � Wv; U)f)<0 I 0 w°r>W, jaaH w UD o Q J Q' ao�W w Ix 0 Z• ul ' w mom =BZW W V, 0aU)Ix OOrqIx W 7 z W all O w m _ IL rn No. C37- 8 EXP. 03/31/ j. HO,ti4AS I. .� CAMPBELL - O Exp - CIVIL c y�No •184ti� DIMAS TRAY CAMPBELL . ThlnkPad\DuralumUAPMO 019515-21-14 SubmfthaW21-14 A 5.dwg, 82720141135:45 AM, CutePDF Writer, 4 SOLID PANEL STRUCTURES ROOF. ROOF o OVERHANG, ATTACHMENT OVERHANG, r ROOF PANEL SEE TABLES ATTACHMENT SEE DETAIL A. B & C, LENGTH OR WOOD, OR CONCRETE SEE DETAIL A B & C. ROOF PANEL SEE TABLES SHEET 8 OR WOOD, OR NGTy OF CONCRETE w z S SHEET 4 FOR ROOF PANELSUPPORTING SHEET 8 q OF NOS S7 -RU T� WALL SEE SHEET 4 FOR ROOF PANELSUPPORTING FT. SHq� STRUC WALL SEE THF RO w q WALOL R� ECSC SSFP lFS SHEET 8 WALL MIN. 0.25' SLOPE PER T SF /FS SHEET 8 m HANGER N "'W HANGER & BEAM. W p & BEAM. o : a O. SPAN O. A � SIU -_cd "O.H." NOT TO EXCEED 25%"O.H." OF ROOF PANEL NOT TO EXCEED 25°6 OF ROOF PANEL r _ _ - W ALLOWABLE SPAN - ALLOWABLE SPAN yy �j ...� V 0199 ..a`w Aaoo SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. B Sp POST aV BEAM - SEE TABLES SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. B Sp pOST t "n Te �� Ici� �t BEAM - SEE TABLES 0 Z cxi O a z �a NO BEAM SPLICE AT / S SpgC/ FF NO BEAM SPLICE AT SpgN/ SFF qC//y TggLFS FOR POST SPACING r Q w EXTERIOR POSTS. 7gBCFNG 2 EXTERIOR POSTS. yap POSTS, SIZE VARIES S O.H POSTS. SIZE VARIES J NOT SEE SHT. 11 FOR MINIMUM °IyOT 25� TO FkC M ' FXC TO EED?S° N OF B FFO i.r LLr SEE SHT. 11 FOR MINIMUM Ora EAM NUMBER OF REQUIRED COLUMNS q�OwgB(E NUMBER OF REQUIRED COLUMNS �cOW SPAN 48LE SPA a a eo 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. NOTE: NO SPLICE AT EX IOR POSTS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. �' � N O N SEE TABLES SEE TABLES o ;z NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT IS INTER- o � FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER w o SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. x TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION w ww w Z Q a� ov J , o F W (° ROOF PANEL SEE TABLES �FNG IFN SHEET 4 FOR ROOF PANEL ATTACHMENT TO T/iOFS7' RUCTIIRF ROOF PANEL SEE TABLES MIN. 0.25' SLOPE SHEET 4 FOR ROOF PANEL GTHOFST RUCTU SUPPORTING BEAM. O.H V4R/FS PER FT O.H RF �qR/FS ATTACHMENT TO SUPPORTING BEAM. m A m O.H. SPAN O.H. SPA SPAN p "O.H." NOT TO EXCEED 25% 'O.H." NOT TO EXCEED 25% < z w OF ROOF PANEL OF ROOF PANEL n, n ALLOWABLE SPAN �I ALLOWABLE SPAN v SEE DETAIL 11, SHEET 12 ✓ e SEE DETAIL 11, SHEET 12 e p W FOR MANDATORY SPLICE. NO BEAM SPLICE AT pFgM SP OSTSp'MI/ BEAM - SEE TABLES FOR MANDATORY SPLICE. NO BEAM SPLICE AT p� Sp OSTSpgN/ BEAM - SEE TABLES F w a a o 2 z A EXTERIOR POSTS. SFF TgB�Fs NG FOR POST SPACING = EXTERIOR POSTS. SFF 7AS �S NG FOR SPACING = O o POSTS, SIZE VARIESNOTT POSTS, SIZE VARIES (POST N. NOTT III a a -, m O MAY /2 USED SLAB�c0 OF B EAM/2 aL, SPAIN MAY USED SLAB Tw (V OF B ALLO��ESp AN TO CONSTRAIN TO CONSTRAIN FOOTING, SEE FOOTING, SEE W m g Z m TABLES TABLES z a ed W PT !2 FOOTINGS FOOTINGS o o H w SEE TABLES NOTE: EACH COMPONENT IS INTER- SEE TABLES NOTE: EACH COMPONENT IS INTER- NTERCHANGEABLE CHANGEABLEWITH ANY OTHER CHANGEABLE WITH ANY OTHER m COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. a O W O ij TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION 0. M ThlnkPad\DuralumUAPMO 019515-21-14 SubmfthaW21-14 A 5.dwg, 82720141135:45 AM, CutePDF Writer, 4 u CAMPSELL Exp:iz14 iT CIVIL icw •'- a THOk%S IRAY CAMELL . ThinkPadlDuratumVAPMO 019515-21-14 Submht OPEN LATTICE STRUCTURES RAFTER, SEE TABLES iq z /T SnNG9 WALL LEDGER OR w I WALL LEDGER OR ROOF OVERHANG, Civ SEE DETAIL AB 6 C z Z o MAX. O.H. 25% OF RAFTER O.H. ALLOWABLE 4% ROOF OVERHANG, SEE DETAIL AB 8 C. SHEET S. /NG SHEETS. w of - us I- q�?SAO LF SPAN Oh, cS RAFTER, SEE TABLES V m e�Sp� G O. O 25% OF RRAAFTTER O.H ?S ALLOWABLE -TO SPAN Op °O �FQ/y .a u z w o STSG w m ofIL MANDATORY 9C/NG t� IL w U BEAM SPICE -SEE v Z = DETAIL 11. SHEET 12 \� G :2 _ NO BEAM SPLICE AT EXTERIOR ?4 0 O _a ay POSTS �(O �3 O� x v LENGTH OF STRUCTURE VARIES RG N v. • MANDATORY BEAM SPICE -SEE DETAIL c� r = p O POST 11, SHEET 12 ,�(\GROG• S Spm WITH SIDE PLATES _ SEE SHT. 11 FOR MINIMUM NO BEAM SPLICE AT EXTERIOR POSTS \A Et6 X30 O 9 �49 FFT S i NUMBER OF REQUI COLUMNS LENGTH OF STRUCTURE l� /��' R -WG qC/ VARIES LL B p0 3 12• SLAB ATTACHMENT MAY BE USED WHERE @ EE-- pOS ' NSp VW POST WITH SIDE PLA S M NOTE: EACH COMPONENT IS INTER- s s, sDgy PERMITTED. S Tsp 9� SEE SHi. 11 FOR c, H FFTgegc/Nc SEE TABLES FFT96 MINIMUM CHANGEABLE WITH ANY OTHER AG CNUMBER O OLUMNS F REQUIRED N "' COMPONTENT UNLESS OTHERWISE SHOWN. S NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING WHERE REQUIRED, SEE TABLES NOTE: EACH COMPONENT IS INTER- eF pOST�MSp -SLAB o 0 MAY NOT BE COVERED. CHANGEABLE WITH ANY OTHER SFF 3 1/2 ATTACHMENT MAY BE USED o COMPONTENT UNLESS OTHERWISE SHOWN. gpgQ/NVQ 9�FS G WHERE PERMITTED. o a ¢ NOTE: THIS OPEN LATTICE -TYPE STRUCTURE Tt\ SEE TABLES w Z = MAY NOT BE COVERED. ` FOOTING WHERE REQUIRED, SEE TABLES TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE w Ow J U WK a W O RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. O -H. ?S, 25% OF RAFTER O.H. RAFTER, SEE TABLE E ALLOWABLE OS O� SPAN AFOR } R m E S,o qC/1G,G MAX- O.H. 25% OF RAFTER O.H m — m y ALLowASLE 2 u_ 5.6 o SPAN OjOpQS�F,py f O _ TSp G �V)�n u) o \pOp� R4 O w g w >nwH O2z'� LENGTH OF STRUCTURE VARIES Cdi3 OAR SHG O -J < e MANDATORY BEAM SPICE -SEE �(C\ BOG Q m m CL D m a DETAIL 11, SHEET 12 O -'i NO BEAM SPLICE AT EXTERIOR POSTS rDO SFFTge POST CROSSSECTI SEE POST DETAI LENGTH OF STRUCTURE VARIES RG qC/ MANDATORY BEAM SPICE - SEE c2a S NOTE: EACH COMPONENT 1S INTER- MAYBE USED DETAIL 11, SHEET 12 NO BEAM SPLICE AT S�S� POST CR SS -SECTION. SEE POST DETAIL, z w 9 z CHANGEABLE WITH ANY OTHER p sF sTsp FTgelFs/1G TO CONSTRAIN FOOTING, SEE EXTERIOR POSTS F Sp . FT q �<F,p/AG z s^, z W W COMPONTENT UNLESS OTHERWISE SHOWN. TABLES 3 12' SLAB 3 "� y NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAYN®T NOTE: EACH COMPONENT IS INTER- DOS MAY BE USED TO CONSTRAIN o y rc BE COVERED. FOOTING CHANGEABLE WITH ANY OTHER SFF TSp T�IFs/Nc FOOTING, SEE SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. �•._ TaeLEs W NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES c MAY NOT BE COVERED. at U- 0 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" 0 FREESTANDING MU LATTICE STRUCTUREuj CL Q aRS21-14 A S.dwg, 8272014113722 AM, CutePDF Writer, THOh9AS 1vr4�r' 1 CAMPBELL : Q 2 EXP: .m CIVIL c' 7140, -AS [RAY •: CAMPBELL 24" TRI -"V' PAN SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 6' / a" X 2 )V FLAT PAN .0911(LS.)- ALUM- ALLOY 3004-H36 OR EQUAL I= TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 1 50 24• TRI -'W PAN - 0.88 0.83 0.75 0.80 247Xz x0.018- 0.85 0.80 0.65 0.65 - LUSL PANEL -r 110 MPH SPAN I 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP_B EXP.0 SPAN (IN.) 13•-9- 13'-9" 10'-3' 10'-3• 10'-3' 10'-3' 10'$• 10'-3' SPAN .018 UJSL (IN.) LUSL (IN.) FO - w EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 1Z-0' 11'-1' 11'-2' 10'-7- 10'-7' 9'-11' 9' 0- 8'-6" 8-r 8'-1' 8-2• T -S - 15'-3" 15' -3" 1z -3• 1Z3' 1Z$• 1r-3• 14•-r �147'7r' 10 .024 .020 13-r 1Z-7- 1z$• 1r-10- 1r-0- 1r_t• 10 1T -r 1T -r 104' 9•-9• 9'-s• 9-r .032 14'3• 14'3• 14'3• 14'-3• 101 103' 9'$' 9'T 15'•6• 14'-9' .032121Z 14'-0' 14'-1' 13'-3- 19' T' W14%3" 19'-r 19'-7" 19'-r 19'-r 13 -r 1r -r 13'-r 13'-7' 13'-7' 8'4' 8'4' 8'4• 6'-0• 1 T -r 018 16'-0' 1 S-0' 024 11'3• 11'3" 11'3' 11'-3• 11'-3' T-9- T-5' T -S T-2' T-2' 6'-10- 10•-1• 1o• -r 10'-1• 10'-r 10•-1" 10'-1• 20 .024 8'$' 1o• -r 1r$- 12'•8• 1z$' 12'b• 12'-6" 8'-B' 8'4" V-5" 8'-11 V-1" T-91 S-7' 15, -r 17-11 1r-1' 1r-1' 1r-1' 1r-1" 1r-1- 10'-3• .032 9'-10' 20 18'-0• 14'$" 14•$' a a 14'-8' 1 V-91 10'•3' 10'4' 9•$• 9'-9' 9'-9' .032 T3' T3• T3' T-3' T3' 7'-3' .018 11'-T 14•-1' 13'-1' 16'-3• 163" 1 r-0' 16'3- T 8' T4• T4' T-1' T-1' 6'-10- t141" 81-9" V-9- 8'-9' 8 -9• 8-9- 8 -9• 25 .024 13'-2• 1914" 19'4" 11'-1• 11'-1' 11'-1'.020(1) 8'-8' 8.4' V-5' 8'-1' 8'-1' T-9' 9'$' ' 9'$' 9'$' 9'$' 9'$' 032 1r-0• 14'-10' 14'-10 14'-1' 1r-0• 1r-0- 10•$'1!1o• -r itr-r s• -r s'$• s• -r 16 $' S"7• 5-r 6•-r 6•-r 6•-r 6' 7" 10'-r .018 25 IT 2' 13'-r 13'-2• 13'-2' 13'-2- T-3• T 0' T 0' 6 -9' 6'-10' 6 -r 10•-2' 10'-r 8 3- 8'3' V_3' 8'3" V 3• 8•-3- 30 .024 111-6' 1S4• ? o 14'-r 14'-2' 14'-2' 14'-2" 14'-2- 8'-3' B'-0" 8'-0' T-9' T-9' TS' 10'3• 9'-9' 9'-1' 9 '-1' 9'-1' 9'-1' 9'-1• 9'-1" 13'-7' .032 13-0' 11'-4' 10'$• 10'$' 10•-6• 10'-6" 1V-0" 9 10' 9'-6' 9'$• 91-1' 9'-2- 8•-1o• I= TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 1 50 12•X3Yz'xo-020- - - 0.88 0.83 0.75 0.80 247Xz x0.018- 0.85 0.80 0.65 0.65 - 24xrY2'x0.024- 0.90 0.88 0.70 0.65 - 24x2V2'x0.032* 0.90 o.88 - - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 12 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING ThfnkPadlDuralum\IAPMO 019515-21-14 Submhta115-21-14 A S.dwg, 827/2014113936 AM, CutePDF Writer, ALUM. ALLOY 3004-H36 OR EQUAL .Tr 45' TYR (ALL UNMARKED RADII .06R) 5-_F•27- F' 38* 38• T= (SEE TABLE BELOW) 75' ALUM. ALLOY 3004-H36 OR EQUAL 0 z m 12'x 3 1/2"W PANEL 8• x 2 Yz" FLAT PAN LUSL PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B I EXP.0 DCP.B EXP.0 EXP.B EXP.0 SPAN (IN.) SPAN 130 MPH 13•-9- 13'-9" 13'-9' 13'-9" 13'-9' 13'-9' SPAN 020(1) SPAN UJSL (IN.) LUSL (IN.) FO - w EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 1Z-0' 11'-1' 11'-2' 10'-7- 10'-7' 9'-11' 1 Z$- 15'-3• 15'3" 1 S3' 15'3' 15'-3" 15' -3" 024 14'-r 14•-T 14•-r �147'7r' .020 13-r 1Z-7- 1z$• 1r-10- 1r-0- 1r_t• 10 1T -r 1T -r 1T-7- 1T-7' 1T -r IT .032 o10'10 101 103' 9'$' 9'T 15'•6• 14'-9' 14'-9' 14'-0' 14'-1' 13'-3- 19' T' 19'-r 19'-r 19'-7" 19'-r 19'-r 13 -r .040 13'-r 13'-7' 13'-7' 5'-10' 5'-10' S'-10• 5-10• 1 T -r 16 $' 15'-9 16'-0' 1 S-0' 024 11'3• 11'3" 11'3' 11'-3• 11'-3' 11•-3• 020 (1) 10'-1' 9'$' 9•$• 9'-0' 9 -1' 8'$' 1o• -r 1r$- 12'•8• 1z$' 12'b• 12'-6" 17$- 1r -r .024 1U 10 S-7' 15, -r 15-7' 15'-r 15•-r 11•-2- 10-s' 10'-9• 10'-3• 10'4' 9'-10' 20 18'-0• 14'$" 14•$' a a 14'-8' 14'$' .032 .032 13'3' 1 Z-9'4' 124' 11'-T 14•-1' 13'-1' 16'-3• 163" 1 r-0' 16'3- 16•-3' 15 8• .040 1 S 0' 15--l' 14 3- t141" 1T-7' IT 7- 1T -r 15-1- 14'-r'$' 1T-7 rO4O 14'-1' 13'-2• 1914" 19'4" 11'-1• 11'-1' 11'-1'.020(1) s-10• s• -3•1r s-0- 1r-0• 14'-10' 14'-10 14'-1' 1r-0• 1r-0- 1.02411•-0' �120*1r-0' 16 $' 10' 8' 10'-r 10'-3" 25 IT 2' 13'-r 13'-2• 13'-2' 13'-2- 13'-2' .032 10-2• 10•-2" 10•-2' 10'-r 10'-2• 10•-2' 17-r 17$' 1Z-2' 17-3' 111-6' 1S4• ? o 14'-r 14'-2' 14'-2' 14'-2" 14'-2- 14'-r 8'$" .040 ozo 10-10 104 10'3• 9'-9' 9'-10' 9'-5' u Z o � 150' 14'4' 14'-2' 13'-7' 13' 8' 13-0' 11'-4' 10'$• 10'$' 10•-6• 10'-6" 1V-0" 10'$- 020(1) � .024 9 2• 8'-9• V-11' 8'-5• 8'$' 8'-2- 11'3' 11'3• 11'-3' 10'-11 11'-3- 9'-9" .024 9'-5' 8'-11' 20 >9-7"1'3• 1Z-2' 11'$' 11'$' 11'-r 10' 8' 10-1' 10'-2'9'-9' 13'-0' 9'-2' 30 13'-0' 1 Z$' 1 Z$• 1 z-6• 1 S$' Z-6' 12$' 15'$' .032 15'$' 032 1Z$' 12-1" 11'-10"11'$• 11'-10 11'-1• 11.6- 11'0" 13'4" 10 6 14'-2' 13'4".04014'-r13'-3' 13'-r 13•-0' 13'-1' 1Z$' �3'4"l3'4' 14' 6' 14'4i• 14' 6' 14' 6' 14' 6' 14' 6' 16 $" 16'8" 1 Z 6' i V 16'$' 9-1•9-1• 9-1' •-1• 9'1•'3' .020(1) 040 8'-1' V -T-10' z a T10-3' 13'-0 1r-10' 103' 10-3" tz 6' -3' 10'-3- 024 15-2' 15-r 14-10 14-10 14'3' I 40 9,-5' 9'-1- 9'-1' 8-10• p'_1p• V_r 11'4• 11'4• 11.4• 11'4• 11'4" 10'-4• i S 032 020 11'-3' 11'-1' 11'-0' 10'-7- 10'$ 10-3' 17 2' 17 2" 1Z-2• 1z-2• 1 r -r 12-2" 8'-3" .040 10' 8- 10'-1' 10'3' 9'$' 9'-9• 9'-4• 12$' 124' 124' 1r-1' 1Z-1' 10'4' 10'4• 104• V_2" V_2• 8'-r 8•-r 8'-2- 8'-r 11'-1• 020 (1) i z 024 T-1- T-1• T-1' T-11' V-11- 912, 912, 9•-r 9'-r 9•-r 9'-2- 9'-r 9'-r .024 9'-2• 9'-3' 8'-10 12'-0' 11' 6' 11'-r 8'-0• T-10" T-10' T$' 25 25 50 10•-7' 10'-r 10-r 1o• -r 10•-r 1o• -r 11.4' .032 11.4- 11'4' 12-1- 12-1' 12-1• 12-1• 12-11 9 r 9•-r 9'-r 9'3• 9'S' 8'-11' 11'3• 11'3' 11'3• 11'3' 11' 3• 11'3" .040 032 10-1a• 10-10• 10•-r 101$• 10'4• .Tr 45' TYR (ALL UNMARKED RADII .06R) 5-_F•27- F' 38* 38• T= (SEE TABLE BELOW) 75' ALUM. ALLOY 3004-H36 OR EQUAL 0 z m 8• x 2 Yz" FLAT PAN 6' x 2 Yz' FLAT PAN PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN UJSL (IN.) LUSL (IN.) FO - w EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 .B�14,r 1 Z$- 1 r$" 1 r$" 12$' 1 r6' 1 Z$' 14'-r 14'-r 14•-T 14•-r �147'7r' .020 •020 o10'10 101 103' 9'$' 9'T 9'-0' 1Z$' U 13 -7• 13 -r 13'-7' 13'-r 13'-7' 13'-7' 5'-10' 5'-10' S'-10• 5-10• 5-10• 5-10" 024 024 12•-1' 11'4' 11•$• 10'-9• 10•-10- 1o• -r 14'-r 13•-4' 13'•4• 1r$" 12-9• 1r -r 1U 10 S-7' 15, -r 15-7' 15'-r 15•-r 15'-r 18'-0• 18•-0' 18'-0' 18•-0• 18'-0- 18'-0• a a .032 :>1'4• .032 14•-1' 13'-1' 13' 4' 1 r4' 1 r 6' 1 r-0' 16'-2' 15 8• 1 S-9' 1 S 0' 15--l' 14 3- o o eo 1T-7' IT 7- 1T -r 1T-7• 1T-7• 1T-7 rO4O 19'-4' 19'-4- 1914" 19'4" 19'4• 19•-4'.040 o N 15-T 14'-10' 14'-10 14'-1' 13'4' 16 $' 10-2• 10•-2" 10•-2' 10'-r 10'-2• 10•-2' 1Z-1• 1r-1• tr-1• 12-1- 12-1• 1S4• ? o 020 9'-1' 8'-9" 8'-9' B'4' 8'$" T-11' ozo 10-10 104 10'3• 9'-9' 9'-10' 9'-5' u Z o � 11'-4' 11'-4' 11'-4' 11•-4" 11'4' 11'-4' 13'3• 13'-3' 13'-3' 13'-3' 13'3• 13'3' � .024 .024 i 20 10'-11 9'$• 9'-9" 9'-3' 9'-5' 8'-11' 20 1Z-2' 11'$' 11'$' 11'-r 11'3' 10'-r ? J 13'-0' 13'-0• 13'-0" 13'-0' 13'-0' 13'-0' 1 S$' 16-6" 15'•6' 15'$' 16-6" 15'$' 032 032 11'-10 11'4' 11.6- 11'0" 11'-0' 10 6 14'-2' 13'-9• 13'-r 13•-0' 13'-1' 1Z$' 14' 6' 14'4i• 14' 6' 14' 6' 14' 6' 14' 6' 16 $" 16'8" 16 $' i V 16'$' 16'-8" 040 040 z a 13'-0 1r-10' 13-0- 174' tz 6' 11'-10 15'$• 15-2' 15-r 14-10 14-10 14'3' I 9-9 9-9• 9-9• 9-9• 9-9• 9 9 104" 10'-4• 10'-4• 10'4• 10'4' 10'-4• i S 020 .020 8'-11' 8'$' 8-8 8'-3' 8'-3" T-10' 10' 8- 10'-1' 10'3' 9'$' 9'-9• 9'-4• y W 104- 104' 10'4" 10'4' 10'4• 104• 11'-1' 11'-1" 11'-1• 11•-1• 11•-1• 11'-1• i z 024 024 9'-11' 9'-r 9'-r 9'-2• 9'-3' 8'-10 12'-0' 11' 6' 11'-r 10'-10' 11'-0• 10 $" a 3 25 25 11'4' 114' 11.4' 11'4• 11.4- 11'4' 12-1- 12-1' 12-1• 12-1• 12-11 1Z-1• 032 032 11'-10" 11'-3 11'-3' 10-9' 10-10 104 14'-1' 13'-7' 13'$' 13-1 13'-r 124' 1r-3' 1Z-3• 12'-3' 1Z-3" 173• 1r-3- 13'-1• 13'-1• 13•-1• 13'-1• 13'-1• 13'-1• E 040 040 13'3' 17-9' 17-9" 17-3 124' 11'-9' 15'4' 15'-1' 15-1 14'$' 14'-9• 14'-1• m E 9-3' 9'-3" 9'3• -8'-' 9'3- 9'3" 9' 3• 9'-9• 9'-9" 9'-9• 9'9• 9'-9' n � 020 020 • '9'-9' • 8-1' 9T1" 9-1• 9 r z• - 9•-9- 9'-9- 9•-9• 9'-9• 9'-9" 9'-9• 104• 10'4" 10'4' 10.4- 10'4• 10'4• m O B .024 .024 Q Z W 9' 6' 9'-1' 9'-2' 8'-1Ir 8'-11" 8'4' 11'4' 10'-9• 11'-0' 104' 10$' 9-11' W " 30 30 1-9"' 01-1 -9• 11'4•' 11'• 11'' 11'' 114' 032 -0-9" '10•-9• • •10'-9' .032 0$ --10•-9' 109 1 0.40 '11'4' ' '4 • 1Z - ll' -Io 1 T-7• 11'-r 11'-T 11'-r 11'7- 11'-T 123" 12-3' 1 z3' 1 Z3• 1 Z3' 1 Z3• a j CL040 .040 >1'Z Lu 0 0:rz 7*- 1r-2" 1"Z 2' 11'8' 11'-9• 11'3• 14'A• 14'•6• 14•-r 14'-1• 14'-1• 13-r If 8 4• 8 4' 8 4' 8-4- 8 4' 8 4' 9'-0' 9' 0' 9'-0' 9'-0' 9 -0' 9 -01 j 020 020 Q m T$" r$' 7'-6" T-3' T-2 6-11• 9'-1' B'-10' 8'-10' 8'-r 8'$' 8-1' IL 0 m m 91-0" 9' • 9 9 9 9-0' 9-6• 9'-6• 9'$' 9'$• 9.6• 9'-6• 024 024 8'$' B'-3' 8'-3' 8'-0• 8'-1' T-10" 10-2' 9'-10' 9'-10- 9'-r 9'$' 93' 40 t, 9'-9' 9'-9' 9'-9' 9'-9' 9'-9' 9'-9' 12-1' 12 -9' 12 -9• 12 4' 1 Z$' Ir 1" Z 032 0 32 d wow.. 10•-r 9'-10• s• -1o• 9-r s -r 9-3• 10'-3• 10-r 10-r 9'-10" 9•-10• 9'$• mc.m 10-r 10-r 10•-r 10, -r 1o• -r 1o• -r 11•-r 1 r -r 1 V 2' 1 r-2• 1 r -r 1 r-2' W oao oao W 11'$- 11'-2• 11'-r 117$' 10'-10' 10'$' 13.9' 13'4• 13'$• 13'-0' 13•-r 12-r ¢ T-5' T-5' T-5• T-5• TS• T -s• B'3" 8'-3' 8'3' 8.3• 8.3• 8,3' .020 020 6 -5• 6'-s' 6'-5' 6'-3• 6 3' 6 -1' T$' T -r T$- T-5' T$- T -r 8' 3" 8•-3- 8,-3- 8.3• 8�3• S3• 12- 8•-9- 8 9- 8•-9- 5 9- S_g 024 024 o v LL T4' T-3 T-3' T-1' T-0' 6-11• 8'-9' 8'-T 8'-r 8'-5' 8'4- 8'-1• O *k 0 50 50 m 9 1" -1" 9-1• 9.1. 9-1" 911" 9'$- 9'$• 9'$' 9'$' 9'-8- 9'$' 032 >8 .032 0 w 8 9• 8-r 8'6• 6'-s• 8'4- 8'$• 10.4• 10'3• 103• 10-r 10'-r s'-9• 2 CL 2 9'-9- 9'-9• 9'-9• 9'-9" 9' 9' 9'-9" 104' 104• 104" 104- 104• 104' a .040 •040 9'-10' 9•-9• 91-9" 9'-5' 1) 9'-r 11'-10' 11' G' 11'-r: • !H OY.,AS CitMPISELL =0 Exp:• m CIVIL �� •ig41 TI-IONlAS I.RAY CAIiih &R ThinkPad0uralumUAPM0 019515.21-14 Submh=45-21-14 A 5.dwg, 827/2014113852 AM, Cu[ePOF Writer, FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING 0 W W Z Z Z o W n ul m U < Z J Z p J W ED w V � ¢ U U Z = a 33U Uad U W 0 0 U E c N E m m g� LL U IQ L W W N e 0 h G W IL O z U Jar O �v a�mm comm ir rc c^ w za 'ilCz> msom z wzw U) oo�¢ MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH _6Y2 " ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF N0.14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH :E NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS j o F PER FOOT OF WALL HANGER AND BEAM LENGTH j o PER FOOT OF BEAM LENGTH °0 3: 110 MPH 120 MPH 130 MPH m 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH B EXP. C EXP. B EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXPC EXP. B EXP. C ~ &PHEXP. EXP. B EXP. C EXP. B EXP. C EXEXP. C 5' 1 1 2 1 2 1 2 1 2 2 2 5r 1 1 1 1 1 1 1 2 1 2 1 5' 1 1 1 1 1 1 6' 2 1 2 1 2 2 2 2 2 2 3 6' 2' 1 1; 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 6' 1 1 1 1 1 1 7' 2 2 3 2 3 2 3 2 2 7r 1 2 1 2 1 2 2 2 2 2 2 7' 1 1 1 1 1 1 8' 1 2 2 2 2 2 2 2 2 3 3 3 $� 2 1 1 2 2 2 2 $ 1 1 1 1 1 1 1 1 1 1 1 2 91 2 2 2 2 2 2 g, 2 2 2 2 3 3 1 2 2 2 2 2 1 1 1 2 1 2 2 3 3 3 3 4 2 2 2 3 3 3 g 1 1 1 1 1 1 1 1 1 2 2 10' 2 2 2 3 2 3 2 3 2 3 3 4 10' 1 2 2 2 2 2 2 2 10' 1 1 1 1 1 1 2 11 2 2 2 2 3 2 3 3 3 2 2 2 2 2 3 1 2 2 2 2 2 3 3 3 4 4 4 11' 2 3 3 3 3 3 11' 1 1 1 2 1 2 1 1 2 12' 2 3 2 3 3 3 3 4 3--__ 3 5 12'W�3 2 2 2 3 2 2 1 1 1 1 1 2 2 13' 2 2 2 3 3 3 3 3 2 4 2 3 3 12' 2 2 2 2 2 2 3 4 4 4 4 5 13' 3 3 3 3 4 13' 1 2 1 1 1 1 2 , ThinkPad0uralumUAPM0 019515.21-14 Submh=45-21-14 A 5.dwg, 827/2014113852 AM, Cu[ePOF Writer, FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING 0 W W Z Z Z o W n ul m U < Z J Z p J W ED w V � ¢ U U Z = a 33U Uad U W 0 0 U E c N E m m g� LL U IQ L W W N e 0 h G W IL O z U Jar O �v a�mm comm ir rc c^ w za 'ilCz> msom z wzw U) oo�¢ 1-1,01MAS 1, O CAMPBELL - t1 Exp: m = c CIVIL THCftAASS IRAY CA.MPOSL RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C a Z a W 10 W z z o W .y -_- W owm N r A U aQa ro a F z J W ° W O Q W V U z O a J Z Q Q F- a f 0 U LL m as h� e� N b N O �- o " z 03 ow w� >° W J a OV Rww Z�F avQa y V -0 g m E } N m m; LL U oiV ° <Zr„ W N V < o r=H� 0 FOOTNOTE: "SAMPLE" ; a a wo _ A FIGURE INDICATES FLA z ATTACHED FIGURE INDICATES a m m FREESTANDING a 0 m ru 0 0 w Z< uiow.. mCOm Wsws 000�¢ ao � LL 0 tY W W Z W a x Q vJ o.o4r TYP. 8.0' 6S" 0.024' 6.S 0.024' 0.03r °-0� o.oar o.oar F�20'-�-I I�-2.0'--�i�—M��2.0'-+1 * 3"x8" RAFTER * 2"x6.5" RAFTER *DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004136 OR ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL LUSL CL w •�- (IN) i F ¢ �. � zQ 3" x 8" RAFTER z � a � ai o - 2" X 6 1/2" RAFTER i F ¢ � � Z Q DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL "1- (IN.) 110 MPH 120 MPH 130 MPH LUSL •�- (IN.) 110 MPH ,�20 MPH MPH EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP.0 16" 29'-8" 29'-6" 26'-3"26'-3"26'-3"26-3" 29'-8" 28'-9" 29'-3' 26'-3" 25'-7".02414'-2"14'-2"14'-2"14'-2"14'-2"13'-9",024191-4"24'-2" 10 16" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 10 16" 22'-6" 22'x" 22'-6" 21'-1" r22'-2' 19'-2"10.04226'-3" 24'-1" 24'-2"23'-6" 24'-0"21'-6" 131" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"18'-4" 11'-7"11'-7" 11'-7" 11'-7"11'-3"24"16'-3"16'-3"16'-3"16'-3" 18'-3" 18'-4" 17'-3" 15'-8"24'21'-6"21'-6"21-621'-0"21'-6"21'-0"24"11'-7" 15'-10" 20 .042 16" 23'-0" 23'-0' 23'-0" 23' - 0" 23'-0" 22'-9" 21'-10" 21'-10" 21'-10" .032 16" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" .032 16" 28'-7' 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-7" 24'-8" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 24" 16'-7" 16'-6" 16'-7' 16'-1" 16'-4" 14'-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 24" 23'-4" 23'-3" 23'x" 22'-8" 23'-1' 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-10" 20'-2" 25 .042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 21'-0" 21'-6" 21'-0" 21'-2" 21'-3" 20'-8" .042 16" 24'-6" 24'x" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" ,042 16" 34'-7" 34'x" 34'-7" 33'-7" 34'-2" 30'-0" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29'-10" 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 1T -T' 17'-7" 17'-T' 17'-4" 17'-6" 16'-10" 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 17'9"• 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 26'-8" 24'x" 30 .042 16" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 20 ,024 16" 12'-4" • 11'-9" 12'x" 11'-9" 12'x" 11'-9" 12'x' 12'-4" 12'-4" 20 .024 16" 17'x" 16'-7" 17'-4" 16'-7" 17'x" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-3" 16'-7" 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 9'-8" 9'-8" 24" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-2" 13'-7" 40 .042 16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" .032 16„ 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" .032 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 21'-1" 21'-1" 1" 21'-1" 21'-1" 22'-0" 21'-1" 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 13'-0" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 18'-0" 17'-3" 50 .042 16" 13'-4" 13'x" 13'x" 13'x" 13'x" 13'-4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" .042 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" 18'-1" .042 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 25'-0" 25'-6" 25'-6" 25'-6" 25'-6" 26'-7" 25'-0" 4" [2- 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 11'-2" 11'-2" 11'-2" 11'-2 11'-2" 11'-2" 24" 15'-6" 15'-6" 15'-0" 15'-6" 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 24„ 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 21'-9" 20'-10" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. .024 16" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-0" 10'-7" 11'-0 10'-7" 11'-2" .024 16" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-1" 15'-10" 16'-2" 15'-10" 15'-8" 24„ 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" g•..6" g'-0" g'-6" g'-6" g'-6" 9'-2" 24" 13'-4" 13'x" 13'-4" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" .032 16" 14'-4" 14'-9" 14'-4" 14'-9" 14'x" 14'-9" 14'x" 14'-6" 14'-4" 14'-7" 14'x" 14'-2" .032 16" 20'-2" 20''9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10 25 25 24" 24" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3" .042 16" 17'x" 9" 17'�l" 17'-9" 17'-4" 17'-9" 17'-4" 17'-7" 17'x" 17'-8" 17'-4" .042 16„ 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 24" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 14'-T' 14'-7" 14'-7" 14'x" 14'-6" 14'-0" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-0" ThlnkPadtDuralumUAPMO 01 95t5-21-14 SubmittaP&21-14 A 5.dvyg, 6272014 1138:41 AM, GAePDF Writer, EQUAL ThlnkPadtDuralumUAPMO 01 95t5-21-14 SubmittaP&21-14 A 5.dvyg, 6272014 1138:41 AM, GAePDF Writer, Im •THO".SAS lyrq��''i CAMPBELL 0 i2 Ig" z Exp: •, C CIVIL 0.024" 6.S v� �QI.1•,,4[ FN 0.037 0.042 THOMAS IRAY , '• MAx Tx6.5" RAFTER * DBL. Tx6.5" RAFTERS ALUM. ALLOY 30D4+06 ALUM. ALLOY 30044136 OR OR EQUAL EQUAL r RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH ThinkPadXDuralumUAPMO 019515-21-14 Submftla115-21-14 A 5.dwg, 827201411:41 O7 AM, CutePDF Wrher, 'FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING EXP. B & C z crw w Z z Z W N h ur�^ a�� N O � 0 y In U ¢aa z J W O W O a w U tau U Z O ¢ Qz F- U K K w f E O U z W J a O V Owy Zo< d U a W V d K C �J No. C37S48 EXP. 031311 P .• • H0:'AS•iv�9�� CM P3ELL z Exp: 12 ' c THOMAS [PAY 6.5" ROLLFORM A GUTTER FASCIA ALUM. ALLOY 3004-H36 SPLICE WHERE 0.075' TYP. B MAG BEAM ALUM. ALLOY 6063-T6 0.0427 6s 0.03r TYP. T� L2.0` 3.(X2.0' --i I DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL J DBL_ 2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 8.0' .047 TYR L-3.0" 0 3.0'-J MAX DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-1-136 OR EQUAL DBL. 3"x8"0.042" BEAM P W/ ALU GA. STL.INSERTALLOY 3004-H36 OR EQUAL NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. ThinkPadUDuralumVAPMO 019511121-14 SubmlttaF&21-14 A 5.dw0. 827201411:4138 AM. CutaPDF Wrft SPLIC WHEF OC:CUF 0.6 r HEADER BEAM TYPES ^� 4" I -BEAM V ALUM. ALLOY 6063-T6 - - K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .037 ALUM. �� 4.5" MAG GUTTER V ALUM. ALLOY 6063-T6 ��BL. 3"x8"0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL ' .037 ALUM. T=12 GA. ASTM A653 SS GRADE 50 G60 3" SQ.0.032" ALUM. BEAM K;"\W/ 12 GA. STL. "U" CHANNEL C ASTM A653 SS GRADE 50 G60 T=12 OR 14 GA. ASTM A653 SS GRADE: G60 0.625' 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"4.042" BEAM DNW/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. - COLUMN / POST TYPES --1 1.00' 1- " SQALUM POST BOY 3004-H36 YA�LUA �^�3" SQ. ALUM. POST V ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO POST 10'-0"MAXIMUM. �3"SA&STEEL FGRADE 50 CP60 0.024• 0.037 PLASTIC PLUGS 010 SMS 24' OX EA. SIDE 3" SQ. ALUM. POST D �ITHSIDEPLATES ALLOY 3004-H36 OR EQUAL .I 107 INSER'rT�.12S WHERE ALUALLOYM. OCCURS 606176 0.110' TYR 0.375' r 7" I -BEAM r ALUM. ALLOY 6063-76 �rl W/ (1) "C" INSERT V ALUM. ALLOY 6063-T6 W/ (2) "C" INSERTS fl ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7'1 -BEAM. 0.075- 1 TYR 3.0" E MAG POST ALUM. ALLOY 6063-T6 NOTE - EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. SQ. STEEL POST ASTM A500 GRADE B 0 z cc z U p w Zzo LU n Q o:m y 0 U <-, J Z Z J W W O Q m m U CL w � K U Uzi 05 q� W E 8 12 w Ix Zd w CD z'�w 3uiJ°p Q~ U =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xt--0.188• =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B 0 z cc z U p w Zzo LU n Q o:m y 0 U <-, J Z Z J W W O Q m m U CL w � K U Uzi 05 q� W E 8 12 w Ix Zd w CD z'�w 3uiJ°p Q~ U E- N0. C37,-148 EXP. 0111/ R HOk'1AS I. CAP;IPSELL = , ; )`�- n Exp: IZ : ac; CIVIL THOMAS RAY CAMPLELL ThlnkPadlDuralumXIAPMO 019515-21-14 Submitt EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER 3/VV STtEL • NOTE- VEE TABLE 2 DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJ=N REQUIRED TO VERIFY ADEQUACY OF THE EXISTING BRACKET CAN BE LOCATED g• 0 1/4.0 HOLES,TYP. ANYWHERE ON EAVE. z FASTENERS, SEE TABLE 3 R.F. OR EXT. HANGER STUD WALL FRAMING WHERE ONE OR MORE OF THE 10.20 psi > 8 > 1B FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 5 > 14' 0 NOTE: PROVIDE WATER 0 TYP. BRACKET PROTECTION, METAL FLASHING AT EVERY Zx CAUCK w CHANNEL, 2X OR 3X JOINTS AND SLOPE 8 0 O TO DRAIN (OPTIONAL) 2 z o z ry (Q J RAFTER BRACKET LEDGER OR WALL HANGER D EAVE ROJ. TO BEAM — WITH FASTENERS OVERHANG SEXISTING EE TABLE 1 (24 -MAX') PER TABLES 3 & 4 1 1/4' 2x60R2xeLEDGER u F ALUM. PANEL 2X OR EXIST. RAFTERS AT 1— 2x WOOD STUD OR a c a 3x ALUM. RAFTER 24' O.C. AT ROOF 1- MIN. CONCRETE WALL RAFTER i z EXIST. FASCIA BOARD OVERHANG (3}#14x3 12' W. 7 w o m ALLOWABLE PROD. EXISTING EA 2X FULL DEPTH 3Y' 1 10w0 IL ¢ U TO BEAM OVERHANG WOOD SCAB, WHERE OCCURS, — 1" MIN. 2 i = SEE TABLE 1 (24' MAX) SEE TABLE 2 T— NOTE: PLACE'SIKA FLEX'OR SIMILAR J MATERIAL BETWEEN BRACKET AND COMP. NOTE: BRACKET MAY BE v EAVE CONNECTION q SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTERIx W/ SAME CONNECTIONS. n WALL CONNECTION f 1. BUSTING ROOF OVERHANG DESIGN LOADS: RDL = 3 psi (MIN) TO 8 psf (MAX) RLL =20,25,30,40, & 50 psi � J NOTE WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 27.6 Y�2C MINIMUM RAFTERS), ALTERNATE EAVE CONNECTION o " 2 EXISTING RAFTER ALLOWABLE BENDING STRESS 151200 psi. NOMINAL 2'x8' (AT 3-x8' MINIMUM RAFTERS) OR KILN -DRY WOOD FILLED 2•x6 Yi OR 3x8" ALUMINUM SECTIONS. NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psi MAXIMUM DESIGN LOAD. TABLE 1 TABLE 2 CHORS INSTALLED TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,A- OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG CONCRETE WALLS o C EXISTING MAXIMUM PROJECTION -INCH MIN.THICKNESS o FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER AT ROOF WIND SPEED (MPH) AND EXPOSURE COVER MBER AND TYPE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL o LUSL OVERHANG 110, B 110, C 2" x 4" FULL 26'-0" 26'-0^ 120, B 26'-0" 120, C 25'-2" 130, B 130, C 25'-4^ 20'-7" = DEPTH FULL LENGTH OF RAFTER TAIL 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. WOOD SCAB■ LUSL F FASTENERS 50 PSF S.L. 10�ON STRONG BOLT2 SS z a g oa Z= 2" x 6" NOTCHED 26'-0" 26'-0'126'-0" 25'-7" 25'-4" 21'-2" o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED AT (a,b) WIND SPEEDJ 0 2"x6" FULL OR T � (EXP- B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 26'-0" 26'-0" 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 0 20 Y' ON STRONG -BOLT 2 SS 110 120 130 L AT(a.b) 2"x8" FULL OR 2"x10" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) J NOTCHED (A) (A)a 25 J YZ' ON STRONG�OLT 2 SS6' AT .c. (a,b) w o 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2" x 6" NOTCHED 26'-0" 26'-0" 26-0" 26-0" 26'-0" 26-0" 7' (A) I (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) D F 1w 20 `30 YA2T036 IOMP ONb, TRONG-BOLT 2 SS z z PO 2"x6" FULL OR 26'-0" 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) I (A) (A) (B) (B) (B) (B) (B) (B) W 2"x8" FULL CHED 26•-0" 2"x10" NOTCH 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 40 STRONG -BOLT 255 AT 36'IMPO.CS 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (g) (g) (g) a b) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11 (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 8 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26--0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) Yi 0 SIMPSON STRONG$OLT 2 SS 50 AT 24.O.C. (a,b) m (g) (g) (g) (g) (g) (g) 2rJ 2"x6" FULL OR LL 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER ' 0 2 AND RC1tnF PANEL RJ41L 70 FASCIA Q W ?"1rR" Fill I nR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: w W (C) - (2) Y,' DIAMETER LAG SCEWS a. EMBED ANCHOR 3" MINIMUM INTO Q o ' o W 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9:-2" 9'-3" - (D) - %" DIAMETER LAG SCREW CONCRETE WALL AND INSTALL IN > a W 30 (E) - %" DIAMETER LAG SCREW ACCORDANCE WITH ESR -3037 v a N 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" b. USE 3" SQ.xYd" STAINLESS STEEL 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. WASHER WHEN INSTALLING NEW aL I, m m 2"x8" FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 2"x10" NOTCHED 26'-0" 26'-0" � F � 3 WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. & C) WOOD LEDGER AGAINST EXISTING WIND SPEED (EXP. B & C) CONCRETE WALL. ru 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7' 11'-7" 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-0" 15'-6" ~ 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 c. WHERE ROOF PANEL RAIL OCCURS, 40 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (Cj (C) (C) (D) (D) (D) (D) (D) (p) USE Y2" DIAMETER LAG SCREW IN Z o W > C o m 2"x6" FULL OR 19'-0" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 2"x8" NOTCHED LIEU OF (2) Y" DIAMETER LAG 6' (C) (C) (C) (C) , (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) SCREWS.IOU 2"x8" FULL CH 26'-0" 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26 -0" 26'-0" 7 81 (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (C) (C) (C) (C) (C) (C) (D) (D) (D) (I (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) D o � m 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" V-11" 8'-11" 2"x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) I (C) (C) (C) '(C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) a LL 50 2"x6" FULL OR 15'-3" 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3"J12' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (Dj (E) (E) (E) (E) (E) (E) co (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9"a 2"x10" NOTCHED (C) (C) (C) (D) '(D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (Ej ca MS -21-14 A 5.dwg, 827201411:45:12 AM, CutePDF Writer, ..., _ �9 -HOMAS 1. CAMPBELLn Z Exp: CIVIL .. D" �Mo_ 1R41� THOMAS I,R,AY CAMPBELL HANGER CHANNELS AND MOUNTING BRACKETS ASTENERS, T-.060" TYP. o 2.740"EE TABLE 3, SHEET 4 r z a �-' FASTENERS, 1.50" SEE TABLE 3 SHEET 8 300" •078 r:�• z z i o J q I - T=.060" W ALUM. 3004-H36 " .06 63 25'R 05 FASTENERS, FASTENER� A3 3" T F 1.5 r- 0.04" 010"x90" 202" (2) DIA. SEE SHEET 4 _ N .563 '2 5' SEE TABLE 3 SHEET IS O W P o w CD .281" cli_ J 20[P' A °8 i= Z Q CONTINUOUS A -RAIL A W 0 `o FASTENERS ROOF PANEL 3 (WHERE OCCURS) C3 m H N c' D awe ci SHEET 8 < " SEE TABLE 3 OB " ai v a c0i —� l 1.500" FASTENERS, w T� SEE SHEET4 ALUMALLOY 6063-T6 1.88 FASTENERS, SEE TABLE 3, SHEET 4cr z 0:5 t-1.75" ALUM.ALLOY ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 6063-T6 ROLL FORMED O HANGELL O EXTRUDED HANGER / CONNECTION OC I.R. HANGER "H" BRACKET NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf o MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED o AT ROOF LOADS EXCEEDING 30 psf. „v (3) %2"(a LAG SCREWS 10# L.L =(2 14 SMS Ea SIDE 1 1/2" N o 20#125#.30# LL=(3)#14 SMS EA. SIDE /BEAM SPLICE TO #14 SDS, 40#,50# L.L=(4)#l4 SMS EA. SIDE Y OCCUR DIRECTLY OVER 5/8' 0 PLASTIC o z 3 PER SIDE POST. NOT PERMITTED PLUG WHERE `o a 1- 3/4" OR 1 1/2" @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE o Q _ PER SIDE _ f 2" x 6 1/2" OR 5" #1 4 SMS MAY BE USE AS 5"MIN. 3"x 8'ALUM. ALTERNATE TO11RAFTER 3.5" 3.5"1/4"0 BOLTS U) —3.5" A!n 3.5" 3/4" OR 1 1/2" — ----- -- — 8"BEAM ¢3"X8"ALUM.— o=<awHEADER U -BRACKET I 5" 1�OR ❑2 KWrEXISTING WOOD STUD FRAMING SEE NOTES 3"X8"ALUM. E) STUCCO BELOW j I 6 1/2"SIDEPLATE EA. RAFTER x 3-1/2' LAG SCREWS LL=10 psf SIDE SEE POST SCHEID PENETRATION BRACKET 0 x 3-12' LAG SCREWS LL=20, 25 and 30 psf#14 2 EACH 5/8"0 x 3-1R" LAG SCREWS LL=40 and 50 psf SMS EA. SIDE TOP, MID HEIGHT NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2- MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. WSQ. POST BETWEEN SIDE PLATES $ THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING } m PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 LL u HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 N V O a z U. 2 G C6 W t3 i 1 1/2" OR 2"LATTICE #8 S.M.S._ #8 S.M.S. EACH SIDE >>oid N p uj'* cr LL ALTERNATE 1/2" DOUBLE RAFTER- EXISTING ALUMINUM MEMBER WITH a a n BOLT CONNECTION PLAN 2 LATTICE 1 12" OR 2" SHEATHING WOOD FILL OR DBL. 3"x8'x0.042 BEAM 02 i ALTERNATE: NOMINAL LEDGER (NEW OR EXISTING) OR DBL. 2'x6.5"x0.032"/0.042' BEAM U a O 4-#14 S.M.S. EACH a m RAFTER TO COL SEE NOTE, DETAIL B, a o W,;; CONNECT. (8-TOT.)X 2"x6.5" OR 3"xB" RAFTER Cl SHEET 8 w - t o ALTERNATE: 12" BOLT p (a O o 1' cc w 4.5-0 c ALTERNATE: gRS, SEE TABLE 3, z< wow„ z m _ (2} #14 S.M.S. EACH RAFTER rN"i „ SHEET r m �' o TO COLUMN CONNECTION c 5/8"0 ACCESS HOLES ; w U, 3"x 3"STLPOST (247 0 ALTERNATE: (4 -TOTAL) r INSTALL6-#14X%- INSERT ATTACHED 11 (2}2x6.5' OR _ ALTERNATE: 3' SQ. POST LONG SDS @EACH HEADER TO 3"x 3"STL.POST COLUMN (2) -3 -x8 -HEADER FOR FREESTANDING (2} 2x6.5" OR (2}3'x8" HEADER ;4 EXISTING COLUMN PER to (2) -1/2 -BOLT ALTERNATE: V STUCCO OR EQUAL C10NNECTION)S T w 1 - 12" BOLT OR . () 2.5" PENE. INTO EACH WOOD STUD LL 0 C 2"x 6.5" SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER OHNE OR w rn O w DBL. RAFTER /DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O EXIST. STUCCO /LEDGER O DOUBLE HEADER TO O IL ATTACHMENT DETAIL COLUMN DETAIL ThinkPadU)uralumUAPMO 019515-21-14 Submitta115-21-14 A 5.dwg, N0. C37948 EXP. 03/31/ f POST COLUMN / POST SURFACE MOUNT 'r BRACKET Q 3 -SQ. POST W/ (4}#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST (2)-3/8-0 STRONG -BOLT 2 SS EA BRACKET TO SLAB. 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 33' MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1%a MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION FOR SIZE 31/2' MIN. SEE'FOOTING IN BEAM SPAN TABLE OEXISTING SLAB ATTACHED COVERS ONLY Horaas I, ALUM. ALLOY 3.00" OR CA PBELL ; a exa: I )`� : m 6063-T6 2.40" CIVIL �� 1.375" 0 NO:1��• 0 ,1�..75rr MULL E� 1.60" .090" TYP. Q ' 4?5102 INSTALL 1Y' x 1Y" x Y" HDG WASHER PLATE AT ANCHORS • Tu0h%S I.RAY ; FOR 130 MPH CAitpc^.. a NOTE: CONCRETE SLAB ANCHORS SHALL BE s' DIAMETER SIMPSON STRONG -BOLT 2 SS c.F>sc. ., (ICC -ES ESR -3037) ALUM 'T" BRACKET C ThinkPad\DuralumUAPMO 0195\5.21-14 SubmIMIL5-21-14 A S.dwg, 827201411:4536 AM, CutePDF Writer, D FOOTIN I ALUM.TBRACKET USE WITH POST POST TYPE B,C,D, OR E STEEL.T BRACKET OR 9" SQ. BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K SEE TABLE 1 c POURED CONCRETE ` FOOTING SEE TABLES OPOSTS TO CONC. FOOTING ATTACHED COVERS ONLY q 7/16"0 HOLE FOR 3/8" MB ASTM A500 GRADE B INSTALL 1Y' x 1Y2' x Ye"HDG WASHER PLATE AT ANCHORS .157" TYP.J USE FOR 3" OR 4" STEEL POSTS G: 2- 5/16"0 HO___ NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1 if 2.0" EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS TABLE 1 TABLE 2 ATTACHED ONLY ATTACHED AND FOOTING & ANCHOR BOLTS FREESTANDING STEEL POST ONLY: i USE POST TYPE ALTERNATE FTG. ; F. c, H. I, J OR K SINGLE POSTS FOOTING SIZE EMBED. CUBE Sn18' DEEP ' CUBE FTG. I I i I BOLTS I 17• - 22• CUBED (1) (2)-3/8.0 1 7/8• 18" 18' SQ. 12' 1/2 DEPTH OF I 20' 21' SQ. 12' FOOTING OR I t I 23' 8 24• CUBED (1) (2}7R'O 31/4" 22' 25' SQ. 16" 12" MIN. EMBD_ I 24" 28" SQ. 20' � i ' = •: i I rn 25" - 30• CUBED (2) (4}72.0 3 1/4'Ill 26' 32" SQ. 23" I C7 J 37' - 34' CUBED (2) (4}518.0 4• 28" 35' SQ. 25" , :� i I LL 30' 39' SQ. 28'W 111 Z Q 35'-39'CUBED (2) (4}314.0 43/4" 32" 43'SQ. 30' '� "' 47' SQ. 32' (1}1/2-OM.B. x rbe ••• IL Q 40• - 42' CUBED (2) (4}3/4.8 a 3/4• 36" FROM END • "• W w 51" SQ. W" " u m NOTE BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS 38' S5' SQ. 37" OF POST Z (ICC -ES ESR -3037) POURED 1) MAY USE EITHER STEEL T BRACKET OR 40' 60" SQ. 39' CONCRETE SQUARE, SEE FTG. ALTERNATE FREESTANDING BASE PLATE 42' 64" SQ. 41• FOOTING SCHEDULE IN BEAMSPAN TABLES 2) REQUIRES USE OF ALTERNATE FREESTANDING 44" 1 69' SQ. 43• BASE PLATE ' CUBE FOOTING W/31? SLAB SQUARE POST EMBED. O INTO FOOTING STEEL "T" BRACKET C (3)-3/4"0 E FOR POST TYPE F, G. H, (4} SS316 3%4"0 STRONG -BOLT 2 SS STEEL PER Ill ESR -3037 (4 3/4" EMBEDMENT DEPTH) 3" OR 4" SQ. INSERT i" x 0.188" ASTM A500 GRADE B STEEL INSERT TO 2 FLANGES BASE PLATE 3/16" 2 1/8" APART JPLATE BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES 9" SQ. X 5=0R 3" POST, THK. BASEI•"WIDE FOR 4" POST (ASTM A500 GRADE B 1 Y4" 1-7/16"0 HOLE & 2-3/8' HOLES TYP. EA. SIDE WELDED STEEL BASE PLATE 10 ALTERNATE FREESTANDING BASE PLATE ANCHOR W W Z z G � � n F.. 0 U U3 J Q Z J O Lu o 7 mji6 IL W =1 M K U ¢00 ii z J Z 0:5 1-0 0 U rn of a 01 LL W O w IL IL W a U) o:�As I. '• � CA;tiii'BELL : 2 Z 1 . to CIVIL c' �,Ho.•1841 THCWS IRAY CKWOELL LATERAL FORCE RES Qi2"X6.5"X0.032" SIDE PLATES 53 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 1 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 .4 5 5 6 12' 4 5 5 6 5 7 13' 4 5T-5 6 6 7 � go 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 55Efl 13' 4 5 4 6 5 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. ThinkPacADuralumUAPMO 0195\5-21-14 SubmRmK5-21-14 A 5.dwg, 8/27201411:4638 AM, CutePDF Writer, NG SYSTEM (LFRS) FOR ATT, 6 SCREWS 3.5" 3.5' ED COVERS ,.)BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8'0 PLASTIC POST. NOT PERMITTED PLUG WHERE r @ 2 -POST UNITS SCREW IS INSIDE ❑1 OR ❑2 SEE NOTES BELOW ) ) I 5• #14 SMS MAY BE USE AS 3.5" ALTERNATE TO 1/4"0 BOLTS "1 8" BEAM 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED W ss:: #14 SMS EA. SIDE ---r i 1 3 IE I TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL INTERLOCKING SEAMS, TYP.� WALL HANGER 19 (E) STRUCTURE ROOF PLAN FASTENERS, --- - -ET 4 SEE•SHEET 4 ROLL FORMED #14 SMS @ 3Z' O.C. MAX OR IRP (4 MIN. PER PANEL INTERLOCK) ROLL -FORMED PANEL (1) ROOF HANGER a14 SMS @ 32.O.C. 4 MIN. PER I.— —^ ALUMINUM S TOP 8 BOTT: 0.024" f10N, P QROLL-FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 0 ccw w z z Z W w W � a 0w�v, aQa °adz J 0 Wow CLwD U K UZi 0JZ w W 0 0 U ia. $o o2a_ csr N O C;;: O_ a Z a� WO Go m Cc `" i> FO yU m W W W U a rcr oa QUO w LL 5 E 11 N E m ami to m U. U �Uti aZWm U, r�w< a O�i� Unry OQ�o a�mm CL O m E 0 z< wQ w mCOm Z�WW Claw Ir a W O LL O K W JE W CL W Q = m 1 C LUI AN 1 i 3"x3 " x0.0 2" / (2) "x6. "x0. 2" IDE PLA ES. - SE AN )(7D) B i C LU N 2 PE SPAN T BLE 2�' I y� o`J .,�CiO o G PROJEC ROOF PANEL ATTACHMENT LENGTH. L ROOF PLAN FASTENERS, --- - -ET 4 SEE•SHEET 4 ROLL FORMED #14 SMS @ 3Z' O.C. MAX OR IRP (4 MIN. PER PANEL INTERLOCK) ROLL -FORMED PANEL (1) ROOF HANGER a14 SMS @ 32.O.C. 4 MIN. PER I.— —^ ALUMINUM S TOP 8 BOTT: 0.024" f10N, P QROLL-FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 0 ccw w z z Z W w W � a 0w�v, aQa °adz J 0 Wow CLwD U K UZi 0JZ w W 0 0 U ia. $o o2a_ csr N O C;;: O_ a Z a� WO Go m Cc `" i> FO yU m W W W U a rcr oa QUO w LL 5 E 11 N E m ami to m U. U �Uti aZWm U, r�w< a O�i� Unry OQ�o a�mm CL O m E 0 z< wQ w mCOm Z�WW Claw Ir a W O LL O K W JE W CL W Q = m *k' No. C37948 �,nX EXP. 03/31/i P-3 �7T • •'O:sAS I••'�ltl` CAW(SELL O - Exp: IZ )`f z ' c :•,• CIVIL THOMAS [RAY ck,v on- I ThinkPadkDuralumWMO 019515.21-14 Submid BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 BEAM TO POST DETAILS 12 OSIMIPLE SPLICE BEAM TO 'POST DETAILS 13 FULL MOMENT o 9" _ 3' v 11 3' 1-1. 24_ OPTIONAL DECORATIVE FASCIA w ( WOOD. ALUM, OR HARDBORD) V ? A (2)#10 S.M.S.@ EA. z w #10 S.M.SII VALLEY. TYP. w , (e TOT. #12 S.M.S. (12) - 014 x 121 S.M.S. EACH SIDE OF 3" F TYP. THICKNESS =.035 (24 TOT II SQ POST (&TOTAL) Q TYP. THICKNLS = .035" ALTERNATE 1/4.0 BOLT W/ WASHER v m " B EA SIDE OF 3' SO. POST 0 11 — -- II m II GO W Q ALUQ M. ALLOY 3004-H36 ALUM_ ALLOY 3004H36 w w O o Q OR 6063-T5 FOR EXTRUDED m a OR 6063-T5 FOR EXTRUDED _-_--_- + 1 1n NOTE: USE SIMPLE SPLICE ONLYNOTE: FULL MOMENT SPLICE MAY OCCUR I 7 I O I V i= r IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS t I + : 1.50' f z Z SPLICES - ROLLFORMED & EXTRUDED FASCIAS I NOTCH I -BEAM FLANGE ` 23S 3•SO.POST I I -BEAM ALUM ALLOY AS NEEDED TO CLEAR w NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I SQ. POST,CONNECT WEB STL. C -BEAM TO POST W/ (2) - 5/8'0 p TOTAL= (8)-12 0 BOLTS THRU-BOLTS @ 4- I -BEAM, U SQ. POST AND (3) - 5/8- 0 THRU BOLTS 4414 x 12" S.M.S. EACH SIDE OF r @ T I -BEAMS SO. POST (.TOTAL) 1 00' EA. SIDE TOFF 3 /SO. POSTTW/ WASHER O O O n cL EL �• IrGUTTER FASCIA SPLICE MERE OCCURS 4" 2.00' OR 240" 3• SO. POST BEAM o 0 .070" L3 -SO. STL BEAM O ^` TMP H - BRACKET TO POST 14 "� I I RAFTER "TAIL" TO GUTTER 15 : z Q3 ALUM. ALLOY NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf - w sI-BE063-T6 3" x 8" X EE BEAM, ROOF LIVE AND SNOW LOADS z = 1s- 1' 3" SO. STEEL OR 4"I -BEAM MAG BEAM. MOMENT CSPLICE "L" FASTENERS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1'-0" 4 - #14 SDS ICo !; Q w Q 4 � 2'-0" 6-#14 SDS �w FASTENER TO FASCIA - SEE TABLE m I o 3'-0" 12 - #14 SDS FASTENER TO RAFTER TAILS - SEE TABLE 0 . F 1.25" FASTENER SPACING = 3/4" p m z O O O OPTIONAL #14 x 12" S.M.S. TOP AT OVERHANG ICE TUBES M F iz (6)-#14 SDS @ EA. SIDE & BOTT. (2}TOT. p SPLICE WHERE TOP 8, BOTT. TOT.=24 occuRs 4.5" .11' ° TMP ROOF PANEL 00 e FASTENER 6 12' O O co GROUP } r ROLLFORMED OR co m EXTRUDED GUTTER 6 O ALUM. BRACKET X U- o m 3"X 3" ALUM. OR #14 S.M.S. @12-O.C. OY � e w 6063 -TTS '� ' STEM POST Fasrw a) Oki 7" I -BEAM 3� �� ' 6112"x2-x.024m MOMENT CSPLICE "U" BRACKET - RAFTER TO BEAM RAFTER 2- 1 'L' SEE TABLE h j 1 %" SQ. OR 2" LATTICE TUBE P �' P 0� 1 2x3 LATTICE TUBE 2 LATTICE TUBE TO RAFTER 16 "U" BRACKET -RAFTER TO BEAM 17 LU a W 0 U_jn'4 3.125" FOR 3 x RAFTER O -' a 2.125' FOR 2 x RAFTER ►- m m Ix 0 0 m ALUM. ALLOY 3105-H25 1 1/2' SQ., 2" SO., ALUM. ALLOY 3105-H25 OR 2"x3' LATTICE 1.50" #8 x 2 'SMS, 2 12' Qa 3' O.C. MIN. 1 1/2" ' t = •040" @ 6063-T6 Ix 1.50 OR 3 1/2-, TYP. UP TO 6"O.C. MAX, w 28" 2° z 2„ 28 3r, 2,1 w z .. m N m za..W 018" — — — — — — — (6) - #14x 3;" TEK SCREWS 3 ,;; —� a .018" BRACKET TO RAFTER �1/2- MIN. 11 GoIrRAFTER O o ' 0 .O p a o W (6) -#14x Y4" TEK SCREWS 2.750 0 BRACKET TO BEAM IL = Q � aP&21-14 A 5.dwg, 8/272014 11:47:17 AM, CutePDF Writer, ¢� ft C37948 �1 EXP. 03!311 j v O,BAS I. �• � CAMPSELL .: - Exp: 12 : m CIVIL $C' THOMIAS TRAY :. CA.h4Pc:Et! HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS t TRIBUTARY WIDTH TABLE 't`' PROJECTION NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED J I c z CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 Ibs. ) w' ThlnkPadM)uratumWMO 019515-21-14 Submlttaf&21-14 A 5.dwg, 8/17201411:4728 AM, CutePDF Writer, FAN BEAM (19'-0" MAX SPAN) HEADER T=.075" TYP. FAN BEAM m FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM I c- 2 12' #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= fl WIDTH 1/2 SPAN + O.H. i ".. NOTE: TRIBUTARY ON MULTIPLE SPANS IS -2 EQUAL TO CENTER SPAN TO CENTER SPAN AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL o U) U) z �U p� coZ Z o W ry W Q 0I= W y U < b�o J Z J W O W O � m w D Q W � tlC U U z m J ZZ¢ Oa¢ F U w 0 0 U as o i no o a� o 0 0 N _O N � o " O tl _Z Q3 O r.l w0 Z= WJ_ Z Z F- O Q D w O Q R F IL OF ] m O ax =~b } A9 U. pp a < uj yUQo >a O2z� U 23 a N a.aw lu i< ttl R� W m AOm = wW Q Sy gcK Q ww U U c S LL O oc o0 Lu O f w IL = Q N CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' - - - _ _ 11 11 12 12 NP NP NP NP NP NP NP NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED J I c z CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 Ibs. ) w' ThlnkPadM)uratumWMO 019515-21-14 Submlttaf&21-14 A 5.dwg, 8/17201411:4728 AM, CutePDF Writer, FAN BEAM (19'-0" MAX SPAN) HEADER T=.075" TYP. FAN BEAM m FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM I c- 2 12' #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= fl WIDTH 1/2 SPAN + O.H. i ".. NOTE: TRIBUTARY ON MULTIPLE SPANS IS -2 EQUAL TO CENTER SPAN TO CENTER SPAN AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL o U) U) z �U p� coZ Z o W ry W Q 0I= W y U < b�o J Z J W O W O � m w D Q W � tlC U U z m J ZZ¢ Oa¢ F U w 0 0 U as o i no o a� o 0 0 N _O N � o " O tl _Z Q3 O r.l w0 Z= WJ_ Z Z F- O Q D w O Q R F IL OF ] m O ax =~b } A9 U. pp a < uj yUQo >a O2z� U 23 a N a.aw lu i< ttl R� W m AOm = wW Q Sy gcK Q ww U U c S LL O oc o0 Lu O f w IL = Q N �t No. C37948 ' EXP. 03131/%5"_ / IiOf9AS 1. O CAMPBELL . -n • z Exp: 12 14 m CIVIL �Ho.•184�� THOMAS IRAY CAiMPSELL Th(nkPadOuralumVAPMO 01951521-14 �w1 6.5" ROLLFORM /11 ALUM. ALLOY 6063-T6 SPLICE WHERE 0.075' TYR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS spu WHE =u 4 11 3I r �1 MAG BEAM 4" I -BEAM ALUM. ALLOY �' ALUM. ALLOY 6063-T6 6063-T6 SPLICE T-.125' WHERE ALUM. LOAD - 110,120,130 MPH - EXP. B & C OCCURS ALLOY 11'-4" 606 -ITS zo- ��1 6.5" ROLLFORM n 0.11(' z 6.S TYR 0.042" W _2 2 TYP. S } U U $ ? w ti 1.75 ....- ¢ � o~ L2.0'-J-,�-E,.,-- 7"I-BEAM f ALUM. ALLOY 6063-T6 G W/ (1) "C" INSERT �J ALUM. ALLOY 6063-T6 W/ (2) "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C SPLICE OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE r 1 -BEAM. �,1 D B L. 2"x6.5"x0.042" I ALUM. ALLOY3004-136 OR EQUAL DBL. 3"x8"x0.042" BEAM L ALUM. ALLOY 3004-1-136 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B f�- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. GUfiER EXT sPLCE WHERE OCCURS 0.065• TYP. v,�4.5YMAG GUTTER ALUM.ALLOY 6063-T6 0.032" 6.5" TYP. F-X2.0'---F---MAX--�-2.0'-J DBL.2"x6.5"x0.032" ALUM. ALLOY 3004 H36 OR EQUAL •T=12 OR 14 GA ASTM AS. 55 GRADE 50 G60 0.625' Wx8"x0.042" BEAM W/ 14 GA. STL. INSERT BMJ ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3•x8" BEAM. .032" ALUM. EGRADE A. SS 11 60 3.0" 13.0'--4 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL C ASTM A653 SS GRADE 50 G60 8.0- 0.042" TYP. 3"x8"x0.042" BEAM n ALUM. ALLOY 3004-H36 OR EQUAL 1� -T-120R 14 GA A653 SS I GRADE 50 G60 8.0" .042" TYP - _i DBL. 3"x8"x0.042" BEAM W/DBL. 14 GA. STL. INSERT BOJ ASTM A653 GRADE 50 G60 DBL. 3"x8"x0.042" BEAM INSERT r\�-J ASTM A653 GRADE 50 G60 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN WHERE SLAB OCCURS. CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 8 30 psf. MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE OCCUR AT 10 8 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM. MAXIMUM COLUMN SPACING ON EXISITNG SLAB. ATTACHED & FREESTANDING SOLID COVERS 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 5' 11'-4" B ��1 6.5" ROLLFORM n 27 z W o o Q W _2 2 } o_ ATTACHEDSOLID FREESTANDING SOLD } U U $ ? w ti OL. NG F(2), ¢ � o~ � � � � v w � ^ MAX.POST FTG. MIN. MAX.POST FTG. MIK AB !23; SPACING (IN.) POST SPACING IN. POST ((1) m 3) F (SPAN) (1) TYPE (SPAN) TYPE Fr F U g O ¢ ¢ 13'-7" 5' 11'-9" 18 B 11'-9" 26 26 N Q , 8 1 " 20 11' 4" % G 5, J o 6' 10'-9" 18 0'-9" 26 B G 27 w f 10'-9" 21 10'-4" 27 6' CO. 6 c3 21 B10' 19 8'-10" 27 10•-0" 21 9'-8" 27 G 7' < J< z 8'-6" 8' 9'-4" 19 9'-4" 26 B 23 g 8'-2" 28 9'-4" 22 9'-1" 2s G 8' 9' W 0 7'-7" 9' 8•-10" 20 8'-10" 27 B G _ 21 8•-10" 22 W-7" 26 8'-6" 27 6'-9" 10' 8•-6" 20 8'-6" 27 B 8' 6" 23 8'-1" 27 G 10• 11 _ 6'-2" 11'm7-6" 8'-1" 27 C G 28 7'-9" 28 m 6'-2" 5'-8" 12' 7•-8" 28 C 27 G 11' 7' 6" 28 G 12• a " c O O" +218'-1" 29 } J , N = ATTACHED SOLID FREESTANDING SOLID MAX.COL. SPACING a =)o t ;.1.- U MAX POST FTG. MIN. MAX.POST FTG. MIN. ON SLAB ca � SPACING (IN.) POST SPACING (IN.) POST (SPAN) TYPE m (2).(3) (1) (SPAN) (1) TYPE Of 30 11'-9" 19 13 -7 1 B 0'-10" 29 G 5' 11'-4" B 10•-9" 27 W o o Q 2 10'-0" 28 G 6' o °' a s U� frn ai N 9'-8" B 10'-09 228 W 2 3" G 7, 8'-6„ B 9'-4" 26 G , 8 8'-8" 27 7'-7" 9' 8'-10" 8'-8" 21 B 8'-10" 27 G 9- 23 8'-2" 28 W-9" 10' 8'-6" 8'-3" 21 B 8'-6" 27 G 10' 24 7'-9" 28 m 6'-2" 11' 8'-1" 27 G 11' LL7'-107'-6" +218'-1" 29 628 12'7'7" V ; U5� 7'-2" 30 2' _ uw 0 2 D: ' LL _ ATTACHED SOL/D FREESTAND/NG SOLID } Waw ^ MAX.COL. SPACING ¢ O MAX.POSTr(INIG) MIN. MAX.POST FTG. MIN ¢ O i z E U a "' ON SLAB m SPACINGPOST SPACING (IN.) ppST m O ¢JJ (2). (3) - (SPAN)TYPE (SPAN) (1) TYPE Ir ¢ j H 13'-7" 5' 11'-9" 20 B 11'-7" 29 G 5, w 11'-2" 22 10'-0" 30 11'-4" 6' 10'-9" 20 B 10'-7 " 28 G 6' i; 10'-2" 23 7' 10'-0" 21 B 9'-9" 28 I wSm.. m N Z m 9'-0" 23 W-10 29 G 7 3 W w y 8'-6" 8' 9'-4 21 B 9'-2" 27 � a c�; o 8'-10" 24 W-3" 29 G 8' o y 7'-7" 9' B 8'-8" 27 , G 9 R8' 7'-10 29 ch 6'-9" 10• B 8'-3" 28 G 10 A o -0'42s 7'-0" 36 W 6'-2" 11' 8'-1" 23 B T-10" 29 G 11 o uJLu T-7" 25 C 31 M 5'-8" 12' 7"-8" 23 C T-7" 29 G 12• = g co T-1" 25 6'-9" 31 CAMPHLL Exp: IZ T 1 : IZrt CIVIL 1 THOWAS (RAY _ CA.1 PKLI- ThlnkPad\Duralum\IAPMO 019515-21-14 Submim ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 3" SOTLAUUCHANNEL A %Z 7" I -BEAM l •+ Q w z U � o ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING zz WN MAXCOI SPACING j12 MAX.POST FTG. MIN MAXPOST FTG. MIN, MAXPOST FTG. MIN. MAX -POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, ¢ x j pLu C ^ LL ON SLAB m— SPACING IN. ( ) POST SPACING ) (IN. POST SPACING IN.) ( POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m - < m (2).(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE ¢ (1) OU ¢ ¢ 13'-7" 5' 10'-4" 17 B 9'-6" 25 G 13'-7" 19 B 12'-4" 27 G 13'-3" 19 B 12'-2" 27 G 13'-4" 19 B 12'-1 27 G 23'-4" 22 E 21'-3" 31 I a ' o J ¢ O 10'x" 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 11'-9" 28 12'-3" 20 11'-10" 28 23'x" 25 20'-8" 33 G 5 °�° o 11'-4" 6' 919. 120 B 8'-108 226 �. 12'-9 2 122 B 11'-8 228 �7 12'- 121 B 11'-6"1.-2" 22g (j 12'- 11 121 11'-6"1 228 22'-0"22'-0' 226 20'-0 332 �--' -9- -8" -9" 11 *-4" 2'-2" •-3" B -0" G E 9'-0" G 6� a N 71 9'-3 9 121 B 8'-68'-3" 226 G 12'- 223 B 11'- 227 G 11' 11'-3" 222 B 10'- 227 (j 12'-0"0'-4" 221 6 11'-0 0 227 G 20'-10 227 E 19'-0 8,-7" 332 G Q 3- 2.-2" 0.-9" 0.-7" 2" _10. 71 o J Z J 8'$" 8' 8"o"8'-10" 121 B 8, 225 �j 11'-8"1 223 C 10'- 227 G 10'- 10'-7" 223 B 10'- 227 G 11'-89-9- 222 C 10•-09-T 227 (j 20'-20-1" 22g E 18'- �7�-9" 331 ac occ 7'-10" 8" 0'�" 10-2" B G 8' cd 7._7" 9- 8'-T 19 B T-9" 26 G 11'-1" 21 C 10'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" 21 C 10'-1" 28 19'-2" 25 17'-6" 32 9' 0 LL 8'-7" 22 7'-T 26 11'-1" 24 10'-0" 27 10'-0' 23 9'-7" 27 9'-2" 22 B 9'-0" 27 G 19'-2" 28 E 17'-1" 32 G Ill 6'-9" 10' 8'-3" 20 B 7'-T 26 G 10' 6" 22 C 9'-10" 28 G 9' 6" 21 C 9'-6" 28 G 10'-4" 21 C 9'-9" 28 G 18'-3" 26 E 6'-10" 32 H 8'-3" 22 7' 4' 27 10' 6" 24 9'-7" 28 9'-6" 23 9'-2" 28 8'-9" 23 B 8'-7" 27 18'-3" 29 16'-6" 32 10' 6'-2" I 11 8'-0" 20 B TA" 27 G 10'-0" 22 C 9'-T 29 G 9'-1" 21 C 9'-1" 28 G 9'-10" 22 C 9'-6" 29 G 17'-4" 26 E 16'x" 33 11' x O 8'-0" 23 T-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-9" 28 8'-4" 23 8'-2" 28 17'x" 29 33 H r 5'$ " 12' 7'-T 21 C 7'-2" 27 G 9'-7" 22 E 9'-3" 29 G 8'-8" 21 C 8'-8" 29 G 9'-6" 22 �' 9'-2" 29 G 16'-8" 27 E 16'-0" 34 H a a 7'-7" 23 7'-0" 28 9'-7" 25 9'-1" 29 8'-8" 24 8'-4" 28 8'-0" 23 7'-10' 28 16'-8" 30 15'-7" 33 12' o .o o� 0 Jz ? ¢F ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID W Ty "L MAX -COL SPACING SPACING � o MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. ~ ~ o ^ {y ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. ) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � C (2).(3) Fr (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F G 13'-7" 51 10'-4" 18 B 9' 6" 26 G 13'-7" 19 B 12'x" 28 G 13'-3" 19 B 12'-2" 28 G 13'-4" 19 B 12'-2" 28 G 23' 4" 23 E 21'-3" 33 G CD 10'-3" 20 9'-0" 28 13'-0" 22 11'-8" 30 13'-1' 22 11'-6" 30 11'-2" 21 11'-0" 29 23'-1" 27 20'-1" 34 H 5, N r 11'-0" 6 9'-9" 19 B 8'-10" 26 G 12'-9" 20 B 11'-8" 28 G 12'-2" 20 B 11'-6" 28 G 12' 6" 20 11'-6" 28 B G 22'-0" 24 E 20'-0" 32 G Woo Z 9' 8" 21 8'-6" 27 12'-8" 23 11'-1" 29 12'-0" 23 10'-10" 29 10'-3" 22 10'-0" 28 21'-9" 28 19'-0" 34 H 6' W 9.$" 7, 9'-3" 19 B 8'-6" 26 G 12'-2" 21 B 11'-1" 27 G 11'-3" 20 B 10'-1 27 G 11'-T 21 B 11'-0" 27 G 0?' " 25 E 19'-0" 32 G o a 9'-2" 22 8'-1" 27 12'-0" 24 10' 6" 29 11'-1" 23 10'-3" 29 9'-0" 22 9'-3" 28 20'-8" 29 18'-0" 33 H 7, J 81$" 8. 8'-10" 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 10'-6" 27 B G 20'-1" 26 18'-2" 31 , 8'-9" 23 7'-8' 27 11'-0' 25 10'-1" 29 10' 4" 24 9'-9" 28 8'-10 23 8'-8' 27 19'-9" 29 E 17'-3" 33 H 8 71_7" 9- 8'-7" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 19'-2" 27 17' 6" 32 91 8'-6" 23 7'-4" 28 0'-10 25 9'-8" 28 9'-9" 24 B 9'-3' 28 8'-4" 23 B 8'-2" 28 G 18'-9" 30 E 16'-7" 33 H 6'-9" 10' 8'-3" 21 B 7'-7" 28 G 10' 6" 23 C 9'-10" 28 G 9' 6" 22 C 9'-6" 28 G 9'-9" 22 C 9'-8" 28 G 18'-3" 27 E 6'-10" 32 E 8'-2' 24 7'-2" 28 10'-3" 26 9' 4" 28 9'-3" 25 8'-9" 28 8'-0" 24 B 7'-9" 28 17'-10" 31 16'-1" 32 H 10' 6'-2" 11' 8'-0 224 B 7-4-7'-0" 229 G 10'-09'-9" 226 C 9 - 9 229 G 9 -18'-10" 225 C 9'-1 8 22g G 22 C 9'_3 7 9'_3"T-0" 229 17'-4"7'-1- 231 16'-4"15'-7- 333 O 7.-9" -1" �' 24 B -6" (j E H 11' o r' 5'-8" 12 T -T 21 C 7'-2" 28 G 9'-T 23 E 9'-3" 29 G 8'-8" 22 C 8'-8" 29 G 8'-10" 23 C 8'-10" 29 G 16'-8" 28 E 16'-0" 34 H . Q z W ; 7--0- 24 6'-9" 30 9'-4" 26 8'-9" 30 8'-a" 25 8'-1" 30 6'-10" 24 B 7'-2" 30 16'-4" 32 15'-1" 33 12 >>4p c . r x ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID ¢ Ul OU fzn SPACING =9o MAXPOST FTG. MIN, MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAXPOST FTG. MIN, MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. x ro ^^ I..L. ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. ) POST SPACING ((1) POST SPACING ((1) POST SPACING (IN.) POST SPACING (IN.) POST m 0 m m (2), (3) F SPAN (SPAN) (1) TYPE SPAN (SPAN) (1) TYPE SPAN (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F as o m 13'-7" 5' 10'-4" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 - G 13'-3" 21 B 12'-0" 29 G 12'-0" 20 B 12'-0" 29 G 23'-4" 25 E 20'-1 " 34 H , M 10'-0" 21 8'-8" 29 13'-1" 23 V-4- 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1" 30 22'-6" 28 19'-7" 36 J 5 r 111" 6• 9'- 9 222 B 8'-9 8,_2- 228 G 12'-9 2.-q" 224 B 11'-0 230 G 12'- ;;,-6. 224 B 11'-10,-7" 230 G 11'-49,-4- 222 B 11'-39.-2" 229 G �' 229 E 19'$ 8.�- 345 H _6- 0'-8" 21'-2' 1 6' W o W 91-8" T 9'-3" 20 B 8'-4" 27 G 12'-2' 22 B 10'-1 29 G 11'-3" 22 B 10'-8" 29 G 10'-T 21 B 10'-7" 28 G 0'-1 27 E 18'-9" 33 H .. m = m 9'-0' 23 7'-9" 28 11' 8" 25 C 10'-2" 30 10'-8" 24 10'-0" 30 8'-9" 23 8'-7" 29 20'-2" 30 17' 6" 35 I 7 z •• W 3UjJ V% J 8'-6" $' 8'-10" 21 B 8'-0" 26 11'-8" G 233:7 C 10'-6" 28 10'-7" G 22 B 10'-3" 28 G 10'-0" 22 B 9'-10" 28 20'-1" 27 18'-0" 33 a 5 8'-7" 24 7'-6" 28 11'-1" 26 9'-9' 30 10'-0" 25 9'-4' 29 8'-2" 23 8'-0" 28 G 19'-2" 31 E 16'-9" 34 H 8 O of ¢ 7�_7" 9' 2-2 8'7'8'-3" B 7'$ 229 G 11•-10-6" 226 C 10'-19'-4" 229 G 10' 225 B 9,_98'-10" 229 G 9' -a"7' 224 B 9'-4"7'-7" 22g 19' 231 1T-16•-1" 334 LL 24 7'-2" 9'-4" C -a" G 181-1" E H 9' n a- v Ill 6'-9" 101[82'-3' 225 B T-6 7'-0" 230 G 10' 9'-10"C2 227 C 9'�9'-1" 230 G 9'-0 225 Ci 9,-3 8'-1" 230 G 8'-107'0" 224 B 8'-1 7 230 18'-17--2" 232 16'-8 3234 LL 8'-0" -2" G E 5 _7" H 10' W 0 I -2" I23 11 B 29 10'-0" G 24 C 9'-4" 29 G 9'-1" 24 8'-10" C, 29 G 8'-6" 23 C 8'-6" 29 17'-4" 29 33 H , o6 25 C 6'-9" 31 9'-6" 27 E 8'-9" 31 7'-9" 25 7'-4" 31 6'-4' 24 B 6'-10 31 G 16'-4" 33 E 33 1 11 IL uj Lu $12 C 7'-1" 29 G 9'-T 25 E 9'-2" 29 G 8'-8" 24 C, 8'-6" 29 G 8'-2" 23 C 8'-1" 29 16'-8" G 30 E'l-81111133 H a w5 x23 25 6'-T 31 9'-1" 28 8'-s" 31 T-1" 25 6'-9" 31 5'-9" 24 B 6'-7' 31 15'-9" 33 E 33 I 12 _032" ALUM. • u T-12 GA- ASTM AASTM A653 SS GRADE 50 G60 30" �3.(r 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL C ASTM A653 SS GRADE 50 G60 BEAM TYPES 0.03r 6s 0.04r I��2.0----I I DBL.2"x6.5"x0.032" ALUM. ALLOY3W"36 OR EQUAL t-1 DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-1-136 OR EQUAL L DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS ThinkPad\DuralumXIAPMO 01951521-14 Submhtall2-28.14 D 4.dwg, 826/2014 63425 AM, Cute 7, K 3"x8"x0.042" BEAM V ALUM. ALLOY3004-H36 OR EQUAL AASTM14 GA- ASTM A653 S: GRADE 50 G60 0.625' 3"x8"0.042" BEAM W/ 14 GA. STL. INSERT BMJ ASTM A653 GRADE 50 G60 3"x8'x0.042" BEAM �1 W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. T=12 OF 14 GA ASTM A653 SS GRADE 50 G60 .x42" TYR DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT BOJ ASTM A653 GRADE 50 G60 DBL. 3"x8"0.042" BEAM W/ DBL. 12 GA. STL. INSERT ASTM A653 GRADE 501360 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3x8' BEAM. FOOTNOTE: "SAMPLE" FIGURE INDICATES „•.• 2 €-P4SURE R ••••"�� FIGURE INDICATES O, 4AS 1. '•, to EXPOSURE C CAM IAIELL 0 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C. Z Exp: IZ ' Arr " CIVIL c ".•' y • a� FOOTNOTES TO ALL SPAN TABLES: 184ix 1. FOOTING SHOWN REPRESENTS LENGTH OF ATTACHEDFREESTANDING EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. ? w N WHERE SLAB OCCURS, CUBED FOOTING SIZE SPACING MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. MIN. MAX.POSJJPOS 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB s� �� FiIrC SHALL BE THE SMALLER OF THE MAXIMUM SPACING ¢ _ a SHOWN IN THIS COLUMN OR THE MAXIMUM POST 415 -nu SPACING SHOWN FOR THE SELECTED BEAM. SPACING(IN.) T 3. THE SLAB SHALL BE A MINIMUM 10'-0- WIDE BY THE TH,-KP,AB IP,AY : MAXIMUM COLUMN SPACING MEASURED AT THE GAii6�r lI ;' COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR ' 25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 9 1/4" MINIMUM. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS ThinkPad\DuralumXIAPMO 01951521-14 Submhtall2-28.14 D 4.dwg, 826/2014 63425 AM, Cute 7, K 3"x8"x0.042" BEAM V ALUM. ALLOY3004-H36 OR EQUAL AASTM14 GA- ASTM A653 S: GRADE 50 G60 0.625' 3"x8"0.042" BEAM W/ 14 GA. STL. INSERT BMJ ASTM A653 GRADE 50 G60 3"x8'x0.042" BEAM �1 W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. T=12 OF 14 GA ASTM A653 SS GRADE 50 G60 .x42" TYR DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT BOJ ASTM A653 GRADE 50 G60 DBL. 3"x8"0.042" BEAM W/ DBL. 12 GA. STL. INSERT ASTM A653 GRADE 501360 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3x8' BEAM. ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ.x0.032" ALUM. BEAMr,1DBL. 2"x6.5"xd.032" W/ 12 GA. STL. "U" CHANNEL i OR %� 3"x8"x0.042" BEAM o Z a W Z MAX.COL = r ATTACHED FREESTANDING ATTACHEDFREESTANDING ? w N SPACING F o m — MIN. MAX.POSJJPOS MAX -POST FTG. MIN, MAX.POST MAX.POST -MAX.POST MAX POST FTG ¢ _ a 3 SPACING(IN.) T SPACING POST SPACING SPACINGSPACING SPACING MIN.ONSLAB POS T (3) (SPAN)TYPE (SPAN) (1) TYPE FOR DBL FOR 3x8' 2'x6.5'x0.032 BEAM FOR DBL FOR 3x8' (W.) POST m v(2). G 2'x6.Sx0.03r BEAM (1) TYPE F O ¢ 13'-7" 5' 16'-9" 15 B 16'-9" 175 14'-7" 29 G 14'-1 15'x" 15 14'-1 15'-4" 28rn B -- " a r 14'-7" 31 Ha 14'-10" 15'x" 17 14'-6" 151-11 30 G z r 11'-4" 6' 15'-3" 16 B 15'-3" 18 13'-3" 28 G 13'-7' 14'-1" 15 13'-7" 14'-1" 28 B W 13'-3" 30 H 13'-7" 14'-1" 17 13'-3" 13'-9' 29 G 6' m rn 0 9'-9" 7• 14'-2" 16 B 14'-2" 12' 4" 28 12'-7" 13'-1" G 15 12'-7" 13'-1" 28 B 2 Z o 18 12'-4" 30 12'-7" 13'-1" 17 12'-3" 12'-9- 29 G 7' ¢ 0 """"� 8'-6" 8' 13'-3" 16 B 13'-3" 19 11'-7" 29 11'-9" 12'-3" G 16 11'-9" 12'-3" 28 B o a a � o m 11'-7" 29 11'-9" 12'-3" 18 11' 6" 12'-0" 28 G 8' w .J T-7" 9, 12'-1 T-7" 11 g C -O" 229 G t r-211 •-2" 11'-711 B 168 11'- ; 0'-10 11 - 228 0 LL -0" •-7" P* 11'-3' G 9' 6'-10" 10, 12' 02 119 C ' 330 G 10'-710•-7" 11'-011 B 169 10'-710 11'-0"0 229 -0" 4" -0" G 10' 6'-2"fl 11'NJ 17 20 C 9'-10" 30 10'-1" 10' 6" H 17 10'-1" 10' 6" 29 B r 9-10" 30 10'-1" 10'-6" 19 9'-10 10'-1- 29 G 11' a 2' 18 C 9'-6" 30 9'-8" 9'-8" H 17 9'-8" 9'-8" 29 C n 20 9'-6" 30 9'-8" 9'-8" 19 9'-6" s' -r 29 G 12' a o� �o o� O' MAX.COL. } a = ATTACHED FREESTANDING ATTACHED FREESTANDING > �o > 3 ^ SPACING 7 o m MAX•POST MAX.POST FTG. MIN. MAX POST OST �C' fir'' MIN.j632- crON SLAB 7FTG.MIPN IN. SPACING SPACING (IN. POST20 SPACWG SPACWGPOS SAC NG ((11)) j1 (2),(3) (SPAN) (SPAN) (1)) TYPE rx6.5'x003r FOR DBL FOR 8' TYPE FOR DBL FOR DBL FBEAM ((N)) BEAM C 13'-7" 5, 158 16'-96,4" 168 B 14 14'-7" 333 H 14 14'-8" 15'15,-2" 15'-4"14'-7" 331 1J B . Gd7f 6' 15'-3" 16 B 13'-3" 30 H 13'-7" 14'-1" 16 14'-1" 29 >oo'n'" 19 13'-3" 32 I 13'-4" 13'-10 B 18" 13' 4" 31 Gcol i a a 14'-2" 17 B 12'-4" 29 G 13'-1" 16 12'-7" 13'-1" 29 '"12'x" N '-W' mz:9•-9"7' �12'-7" B 31 I 12'-4" 12'-10 19 12'-0" 12'x" 30 G S< LLJ 8'-6" 8' 1 -9"1 12'-312,-1" B 119 11 -9 13'-3" 17 11 -1"1 13'-0" 20 B 12'-31•-7" 230 231 G -7" H •-8" -2" G .J 7'-7" 9' 12'-7" 18 11'-0" 29 G 11'-2" 11'-7" 17 11'-2" 11'-7" 29 12'-3" 20 C B , �.L. 11'-0" 30 H 11'-0" 11'-4" 20 10'-7" 11 •-0" 29 G 9 U) 6'-10" 10' 12'-0" 18 C 10'-4" 30 G 10'-7" 11•-0" 17 10'-7" 11'-0" 29 11'-8" 21 B 10'-4" 30 H 10'-0" 10'-9" 20 10•-1" 10'x" 29 G 10' } C 6'-2" 11 11'-4" 19'-10" 30 10'-1" 10' 6" 17 10'-1" 10' 6" 29 11'-2" C H B m a 21 9'-10" 30 10'-0" 10'-3" 20 9'-7" 9'-6" 29 G 11' o 5'-8" 12' 8 0'-10" 18 9'-6" 30 9'-8" 9'-8" �21 10' 8" 21 r H s'- " s'-�" �q C co d rr - w - 9'-d" 3'I '-4" 9'-2" 8'-9" 30 G 12' M ui NO _ MAX.COL. <� ATTACHED FREESTANDING ATTACHED FREESTANDING > a a ^ SPACING 7 o MAX.POST FTG. MIN. MAX.POST FTG. MIN MAX -POST MAX POST FTG, MIN. MAX.POST MAX POST ~ O 2 z U u { ON SLAB FTG, MIN. F¢ SPACING (11, POST SPACING (IN.) POST SPACING SPACING (IN POST SPACING SPACING o FOR DBL ) (IN) POST J O ¢ Q v C (2), (3) F (SPAN) (1) TYPE (SPAN) FOR 3x8' FOR DBL FOR 3x8' ) (1) TYPE rx6.5'xo.o3r BEAM (1) TSE TSE C 2x6.5x0.03r BEAM (1) a o m m 13'-7" O 5' 16'-9" 17 B 14'-7" 32 1 14'-1 15'-4 16 14'-1 15•-2" 31 G B 15'-0" 19 14'-7" 34 J 19 13'-8" 14•-2" 33 H 5' F- �'- 11'x" 6' 15'-3" 18 B 13'-3" 31 1 13'-7" 14'-1" 17 13'-7" 13'-10" 31 13'-9" 20 B 0 13'-3" 34 J 13'-1" 13'-7" 19 12'-6" 13'-0" 32 G 6' z 1 9'-9" 7' 14'-2" 12'-s" B 12'-4" 31 H 12'-7" 13'-1" 17 12'-7" 12'-1 30 B W N.=- _ > ow 12' 4" 33 J 12'-2" 12'-7" 20 11'-7" 12'-1" 31 G 7' I = a W W 8'-6" 8' 13'-3" B 11'-7" 30 H 11'-9" 12•-3" 18 11'-9" 12'-1" 29 11'-10 B 11'-7" 32 J 11'-4" 11'-9" 20 10'-10" 11'-3" 31 8' G o o y Ir "-% T-7" g' 30 H 11'-2" 11'-7" 18 11'-2" 11'-4" 29 11'-3" 21 B 12'-7" 19 BW101-4" 32 I 10'-9" 11'-2" 21 10'-3" 10'-8" 30 G 9' o, U) 6'-10" 10' 12'-0" 19 C 30 H 10'-7" 11'-0" 18 10'-7" 10'-9" 29 o LL 10'-8" 21 B 32 G 10'-2" 10'-7" B 21 91-9" 9'-10" 30 G 10' w 6'-2" 11' 11'-40-2" 19� C 9'-10" 30 H 10'-1" 10'-6" B 19 10'-1" 10'-3" 29 O W 9'-10" 32 I 9'-9" 9'-10" 21 9'-3" g'-0" 31 G 11' a w 5'-8" 12' 0'-1 20 9'-6" 31 H 9'_8" g �• 19 9'-8" 9'�" 29 C g X 9'-9" 22 g� 6" 33 J 9'-4" Q.C 22 9'-0" G 12' 8'-3" 31 No. C37W r)* \ EXP.03.311fi / • 1JI0:AAS•1. CAMPBELL on Exp: 12 (1 •rn 'r CIVIL ,�Nv.�1841� T :WAS TRAY CA.,;4PP=11 _ ThinkPadU)uralumVAPMO 0195\-21-14 Submittal ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C �1 DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM W/ 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM a 14 GA. STL. INSERT M N W/ 12 GA. STL. INSERT " ,. W/ DBL. 14 GA. STL. INSERT W W Z } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING J N = MAXCOL. SPACING n o_ MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN, MAx POST FTG. F r w Q" ON SLAB 2) m SPACING (IN.) (SPAN) POST TYPE SPACING (IN.) (SPAN) POST TYPE SPACING (IN.) POST TYPE SPACING (IN.) POST SPACING CIN.) riPE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) MIN. POST ] p m 3 F g ' m ( (3) (1) (1) (SPAN) (1) (SPAN) (1) TYPE (SPAN) ) (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE IX 0'0 (1) cc_ 13'-7" 5' 18'-0" 1 B 18'-0' 29 G 21'-8" 16 B 21'-8" 31 G 20'-9" 16 B 20'-9" 31 G 22'-8" 17 B 22'-8" 31 G 29'-2" 18 29'-2" 33 H05 N c U a O 18'-0 18 17'-6 31 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2' 33 H 22'-8" 19 22'-1" 33 H 29'-2" 21 C 28'-0" 36 I 5' z r r 11'x" 6' 16'4" 16 B 16'x" 29 G 19'-9" 17 C 19'-9" 30 G 19'-0" 17 B 19'-0" 30 G 20'-8" 17 C 20'-0" 31 26'-8" 19 26'-8" 33 H l W 16'-4 18 16'-0 30 19'-9" 19 19'-3" 32 19'-0" 19 18'-6" 32 20'-8" 20 20'-2" 32 G 26'-8" 21 E 26'-0' 35 I 6' a °; 1 9,_9" 7, 15'-215,-2 169 B 15,14'-10" 230 Cj 18' 120 C 18'-4"7'-10 331 G 17'- 17-7" 119 C 17'-;7.-1" 331 G 19'- 19'-2" 120 C 19'- �9.-2" 332 24' 122 24' 334 18'�l" �j 24'-8" E 24'-1" H 7� f a i J 8,-6" 8• 14'-314.-3 1 B 14'- 3,-10 229 G 17' 17'-2 120 C 17'-16.-9 331 16' 6 120 C 16' 6 6 331 G 18'-0 121 C 18%0"8'-0" 331 23'- 222 23'-2"333 ° � 19 l7 6'-6" -1" -0 18'-0' G 23 -2 E H 8, � J 7._7" 9' 13'-0' 17 C 13'-0" 30 G 16'-3" 18 E 16'-3" 31 G 15'-6" 18 C 15' 6' 31 G 17'-0" 18 E 17'-0" 32 1'-1 20 34 o 13'-6 19 13'-1 30 16'-3" 21 15'-9" 31 15'-6" 20 15'-2" 31 17'-0" 21 17'-0" 31 G 21'-10 23 E 34 H 9 6'-10" 10' 12'-912'-9 120 C 12'-912'-0 330 G 15' 1 E 15'-4 5' 332 �j 14'-9 4 121 E 14'-9 332 (j 16'-116.-1" 121 E 16'- 332 0 223 334 15' 4" 21 1" 9" 4'�" �6.-1" G 20'-9" E H 10' O 6'-2" 11' 12'-2' 18 Chl' 31 G 14'-8" 19 E 14' 8" 32 G 14'-1" 19 E 14'-1" 32 G 15'-4" 19 E 15'-4" 32 19'-9" 21 19'-9" 35 12'-2" 2010" 30 14' 8" 21 14'-4" 32 14'-1" 21 13'-8" 32 15'x" 22 15'-4" 32 G 19'-9" 24 E 19'-3" 34 11, ax t 5'-8" 12' 1'-8" 120 Ci' 331 G 14'-114.-1 ^ 122 E 14'-113.-9" 332 �j 13'-6 3 121 E 13'-0 332 G 14'-9"4'-9" 122 E 14'-9 333 19'-0 224 19'-0'8, 335 8 -4 -6" F—I3 -2" 4 _9" H 9'-0" E $" 12' a .o o= 0 MAXCOL. } _ ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG3 SPACING _p MAXPOST FTG. ►„11N_ MAXPOST FTG. MIN. MAX -POST FTG. MIN. MAXPOST FTG. MIN, MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN, AX ST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. ^ LL ON SLAB m � & SPACING (IN.) (SPAN) (1) POST TYPE SPACING (IN.) (SPAN) POST TYPE SPACING (IN.) (SPAN) POST TYPE SPACING (IN.) �E SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST MIN. SPACING (IN.) POST � p m = C G (2), (3) (1) (1) (SPAN) ) (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE cr 13'-7" 5' 18'-0" 16 B 18'-0" 31 G 21'-8" 17 B 21'-8" 33 H ;LO' -9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-2" 19 29'-2' 35 I , O 1T-8' 19 17'-0 31 H 21'x" 20 20'-7" 34 20' 4" 20 19'-8" 34 H 22'-4^ 20 C 21'-6" 35 I 28'-9" 22 C 27'-8" 37 K 5 r. 11'-4" 6' 16' 4" 17 B 16'-4" 30 G 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20'-8" 18 C 20'-8 32 G 26'$" 20 26'$" 35 I W o Fa 16'-2" 19 15'- 30 19'—T 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20' 4" 21 19'-8" 34 H 26'-3" 23 E 25'-3" 36 K 6' 9'-9" 7 15'-2' 17 B 15'-2' 30 G 18'-4" 18 C 18'-4" 31 G 17'-7" 18 C 17'-7" 31 G 19'-2" 19 C 19'-2" 32 G 24'-8" 20 24'-8' 34 H o G W " 15'-0" 20 14'-4" 30 18'-1" 21 17' 4" 33 H 17'-3" 21 16'-8" 33 18'-10 21 18'-2" 33 H 24'-4" 23 E 23'-6" 36 I 7 0 ¢ LL m J 8'-6" 8' 14'-3" 18 B 14'-3" 29 G 17'-2" 19 C 17'-2" 31 G 16'-6" 18 C 16'-6" 30 G 18'-0" 19 C 18'-0" 31 G 23'-2" 21 23'-2' 33 H , 14'-1 20 C 13'-0" 29 17'-0 22 16'-3 32 16'-2' 21 15'-7" 32 17'-8" 22 17'-1" 33 H 22'-9 24 E 22'-0 35 I 8 J 7._7" 9' 13' 6" 18 C 13'-0' 30 G 16'-3" 19 E 16'-3" 31 G 15'-6" 19 C 15'-6" 31 G 17'-0" 19 E 17'-0" 32 1'-1 " 21 1'-1 " 34 H , LL 13'-3" 21 12'-9 30 16'-0" 22 15' 4" 32 15'-3" 22 14'-8" 32 16'-8" 22 16'-1" 32 G 21'-6" 24 E 20'-8" 34 I 9 6'-10" 10' 12'-9" 18 C 12'-9" 30 G 15'-0" 19 E 15'-4" 32 G 14'-9" 19 E 14'-9" 31 G 16'-1" 20 E 16'-1" 32 20'-9" 34 12'-7" 21 12'-1 30 15'-2" 22 14'-7" 31 14'-6" 22 14'-0" 31 15'-10 23 15'-3" 32 GE 19-8" 34 H 10 E } a6'-2" 11' 12'-2" 19 C 12'-2" 31 G 14'-8" 20 E 14'-8" 32 G 14'-1" 19 E 14'-1" 32 G 15'-4" 20 15'-4" 32 G 19'-9" 35 6 12'-0" 21 11'-7" 30 14'-0" 23 14'-0" 32 13'-10" 23 13'-4"31 15'-2" 23E 14'-7"32 H A-4 E 18-9" 34 o�11'-8" -8" 12 19 �-6" C 11'-8" 31 G 14'-1" 20 E 14'-1" 32 G 13'-6" 20 E 13-0" 32 14'-9" G 20 E 14'-9" 33 19'-0" 35 I " Z5 11 11'-1 31 13'-10 23 13'x" 32 H 13'-3" 23 12'-9" 32 14' 6" 23 14'-0" 32 H E 18'-0" 34 12' WMG COS c') N p SPACING } = ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG Wa¢r o _ Z SPACING o_ m3 MAXPOST FTG. SPACING (IN.) MIN. POST MAXPOST FTG. MIN. SPACING MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN.OST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN.ON Q = F F O J J SLAB F (SPAN) TYPE (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. POSTING IN. POST ( ) SPACING (IN.) POST SPACING (IN.) POST SPACING ((1) POST SPACING (IN.) POST m O a o F (2)(3) (1) (SPAN) (1) TYPE (SPAN (1) TYPE (SPAN) TYPE ) (1) (SPAN) (1)) TYPEN ) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 3 m o a o "We 13'-7" 5' 18'-0' 17 B 17'-8" 33 G 21'-8" 19 B 21'-4" 34 H 20'-9" 18 B 20'-4" 32 H 22'-8" 19 B 22'-4" 35 1 29'-2" 20 C 28'-9" 37 M 1T-3 20 16'-0 34 H 20'-10 21 20'-0" 36 K 20'-0" 21 19'-1" 34 I 21'-10" 21 C 20'-10 36 K 28'-2" 23 E 6'-10 39 K 5, 12 W r 11'x" 6' 16'-4" 18 B 16'-2' 32 G 19'-9" 19 C 19'-7" 33 H 19'-0" 19 B 18'-8" 32 H 20'-8" 19 20'-4" 34 H 26'-8" 21 26'-3" 36 0 15'-10" 20 15'-1 33 I I 19'-1" 22 18'-3" 35 I 18'-3" 21 C 17' 6" 33 I 20'-0" 22 C 19'-1" 36 I 25'-9" 24 E 24'_7 38 K 6� W 9._9" 7, 15'-2" 18 B 15'-0" 31 G 18'x" 20 C 18'-1" 33 Fi 17'-7" 19 C 17'-3" 31 G 19'-2" 20 18'-1 33 H 24'-8" 22 24'x" 35 I m c z m 14'-8 21 14'-0" 33 Fi 17'-8" 22 16'-10 34 17'-0" 22 16'-2" 33 H 18'-0" 23 C 17'-8" 35 I 23'-10 25 E 22'-9" 37 K 7 W, .J 8'-6" 8' 14'-3" 19 B 14'-1" 31 G 17'-2" 20 G. 17'-0" 32 G 16'-6" 20 C 16'-2" 30 G 18'-0" 20 C 17'-8" 33 G 23'-2" 22 22'-9" 35 1 a 13'-9" 21 C 13'-1" 32 16'-7 23 15'-10 34 H 15'-10' 22 15'-2" 32 H 17'-4" 23 16'-7" 34 H 22'-3 25 E 21'-3 37 K 8 0 o w a J 7,_7" 9' 13'-0" 19 13'-3" C 30 16'-3" G 21 16'-0" E 32 G 15'-6" 20 C 15'-3" 31 G 17'-0" 21 16'-8" E 32 G 1'-1 23 1'-6" 34 H LJL13'-0 22 12'-4 32 15'-8" 23 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16'x" 24 15'-T 34 H 21'-1" 26 E 20'-1" 36 K 9' ip 6'-10" 10, 12'-912,-3" 222 C 12' 331 G 15' 224 E 15'- 14-94,_2" �4�-2" 333 G 223 E 14'-63�-7" 331 G 16'-115,-T 224 E 15'-14=10 333 0-92"0'-0" 226 20' 336 H 11'-9 14'-10 H H E 19'-1" on W 6-2 " 20 1111'-9"23 12'-0' C 31 14'-8" G 21 14'-0" E 32 H 14'-1" 21 E 3'-10" 32 15'x" G 22 15'-2" E 32 19'-9" 23 19'-6" 35 on oO [1�12'-2" 11'-3" 31 14'-2" 24 13'-7" 32 G 13'-7" 24 13'-0" 31 14'-10" 24 14'-2" 33 H 19'-1" 27 E 18'-2" 35 11 a w'-8" 5-8" 20 12' 11'-3 C 11'-6" 31 G 14'-1" 22 E 13'-1 32 13'-6" H 21 E 13'-3" 32 H 14'-9" 22 E 1�,3 19-0 24 18'x" 35 23 10'-9 31 13'-T 24 13'-0" 32 13'-0" 24 12'-0" 32 G 14'-2" 25 H 18'-3" 27 E 17'-6" 35 12' 12-28-14 4. , 8262014 636V6 ule