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BPAT2016-001278-495 CALLE TAMPICO (1 D Til/ L4 QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT i 111111 11111 1111 1111 01 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/15/2016 Application Number: BPAT2016-0012 Owner: Property Address: 78670 AVENIDA LA TORRES DENNIS PETERSON APN: 770171009 Application Description: DENNIS R PETERSON / PATIO COVER 92253 Property Zoning: Application Valuation: $7,800.00 Applicant: A BERUMEN CONSTRUCTION 285 NORTH WOODLAND STREET BANNING, CA 92220 mAR 16 2016 -t LAQUI�a COMM U�iTY OEVH 0? A?Eh `� D°` 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: License No.: 920968 �L 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 of the 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).: (1 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.). L_) 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.). U 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 Lender's Add Contractor: A BERUMEN CONSTRUCTION 285 NORTH WOODLAND STREET BANNING, CA 92220 (951)545-7352 Llc. No.: 920968 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 rk for which this permit is issued. I 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 rkers' compensation laws of California, and agree that if I should bec me ect o the workers' compensation provisions of Section 3 0 of theLabor Cod , I I forthwith comply withos provisions. Date: L Applicant: WARNING: FAILURE TO SECURE WORKERSMPENSATION 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 inform is correct. I agree to comply with all city and county ordinances and st a laws el to building construction, and hereby authorize representatives of this c' to en a on the above-mentio ed roperty for inspection purposes. Date � Signature (Applicant or Agent): FINANCIAL ' DESCRIPTION ACCOUNT' QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY A BERUMEN CONSTRUCTION CASH R13903 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY A BERUMEN CONSTRUCTION CASH R13903 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY A BERUMEN CONSTRUCTION CASH R13903 RSE Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY A BERUMEN CONSTRUCTION CASH R13903 RSE DESCRIPTION ACCOUNT QTY' AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $95.72 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD- BY A BERUMEN CONSTRUCTION CASH R13903 RSE Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $1.01 $1.01 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY .. A BERUMEN CONSTRUCTION CASH R13903 RSE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.01 $1.01 TOTALS: Description: DENNIS R PETERSON / PATIO COVER Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 3/15/2016 RSE ENGINEERED - OPEN Approved: Parcel No: 770171009 Site Address: 78670 AVENIDA LA TORRES LA QUINTA,CA 92253 Subdivision: DESERT CLUB TR UNIT 5 Block: Lot: 156 Issued:. Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $7,800.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: CONTRACTOR A BERUMEN CONSTRUCTION 285 NORTH WOODLAND STREET ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL. APPLICANT A BERUMEN CONSTRUCTION 285 NORTH WOODLAND STREET BANNING CA 92220 CONTRACTOR A BERUMEN CONSTRUCTION 285 NORTH WOODLAND STREET BANNING- CA 92220 OWNER DENNIS PETERSON 92253 FINANCIAL INFORMATION Printed: Tuesday, March 15, 2016 2:54:02 PM 1 of 2 CR SYSTEti1S INSPECTIONS Printed: Tuesday, March 15, 2016 2:54:02 PM 2 of 2 Cg?IAJF SYSTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 10170000-20306 0 $1.00 $1.00 3/15/16 R13903 CASH A BERUMEN RSE CONSTRUCTION Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 3/15/16 R13903 CASH A BERUMEN RSE CONSTRUCTION DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 3/15/16 R13903 CASH A BERUMEN RSE CONSTRUCTION Total Paid for ELECTRICAL: $48.34 $48.34 PATIO COVER, STD, 101-0000-42404 0 • $97.17 $97.17 3/15/16 R13903 CASH A BERUMEN RSE OPEN CONSTRUCTION PATIO COVER, STD, 101-0000-42600 0 $95.72 $95.72 3/15/16 1113903 CASH A BERUMEN RSE OPEN PC CONSTRUCTION Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 SMI - RESIDENTIAL 101-0000-20308 0 $1.01 $1.01 3/15/16 R13903 CASH A BERUMEN RSE CONSTRUCTION Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.01 $1.01 TOTALS: $243.24 $243.24 INSPECTIONS Printed: Tuesday, March 15, 2016 2:54:02 PM 2 of 2 Cg?IAJF SYSTEMS Bin # City of La Q Qin to Building 8L Safety Division Calle Tampico La Quinta, CA 92253 - (760) 777-7012 r -- Building Permit Application and Tracking Sheet Permit #78-495 ' . VflTzo �— T6 Project Address: 6 G 0 e) Owner's Name: A. P. Number: Address: 71670 A Lf 6d ( 1-92 tiri5–, Legal Description: City, ST, Zip: 5-01- �3 Contractor:Z vE�J ��eC o,�l T le h ne: Z6o -oZ O :..........:::.:..................:::........ Address: j Al bs OO 6CA9-1v Project Description: City, ST, Zip: < e,q �Z LO SIL ru 4TeO 2A 1,0 elf i( eO Telephone: ne• tf5- 1 AAlb. kZJ State Lic. # : ZQ CityLie. ` - Arch., Engr., Designer: Address: City, ST, Zip: ne: Telephone: Construction Occupancy: TY cY Type: State Lic. #: Project type one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.:3 # Stories: # Units: Telephone # of Contact Person: —t7166 b� Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Revicived, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"d Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN ROUSE:- Jrd Reyieiv, ready for corrections/issuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Schodl Fees, Total Permit Fees Zieve wAq Tr Z4670 411ord,14 I CITY OF.L,A, QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR. CONSTRUCTION DATE -3/1411 Rv a h r a W zN UJ I� 0 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES : ' 1. THE DESIGN 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 ACI318.11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL 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 SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 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 COVFR COI,I.IMNS 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 T. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (HIP), 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 1806.2 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 REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN 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 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCIIBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 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. DESIGN REQUIREMENTS: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) 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) ADDITIONAL 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. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. S. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, S. = 1.0, Sa 0.50 RESPONSE MODIFICATION FACTOR, 11:1.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. 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 I:OCATED WITHIN THIS IAPMO-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. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEETINDEX: 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: -71670 WIND SPEED & EXPOSURE: /Zd -- ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM -A 7C10 NG/NEER/NG STRUCTURAL ENGINEERING SH =-13..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS a SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 ...:.SOLID COVERS ATTACHED &,FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -18-20 .`SOLID COVERS ATTACHED &FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 4546 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED.ROOF PANEL ATTACHMENT DETAILS SH. 48 ........... SNOW DRIFT. DESIGN - - SH - 49 ..........SPAN REDUCTION FACTOR TABLES E --SH - 50.. ...... ADDITIONAL STATE LICENSURE STAMPS c Z_ on v D sz D m 2 - cOM �W W o C/)M o? V m W Q I ��ww� LLI � M m LLl L1J t 7 ,o� o U ® 00 r Q 00 � v FESSIgyq o S58.8 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS Kvm DATE DESCRFTIDN 4 STEL JOB# 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERALNOTES T-0 OOF50SHEETS 09 EAST ESCALONES PHONE: (949) 388-93 1 33 T-0................'.TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949)388-3773 SH -1 ............. SOLID PANEL STRUCTURES SH`= 2 ............OPEN LATTICE STRUCTURES SH-- 3_4 ......... PANEL SPANS TRI -V, -W -PANEL & FLAT PAN o f us R N TA F Li�pA 1 /"� SH -5 ...........MINIMUM SH -6 ...........RAFTER FASTENERS SPANS FOR OPEN�ITICE COMMERCIAL & PATIOS BUILDING & SAFETY DEPT. SH�- 7 ........:...HEADER BEAM TYPES, COLUMN / POST TYPES APPROVED SH -8 .............. EXISTING EAVE CONNECTION DETAILS FOR CONSTRUCTION SH - 9 ............HANGER - SH - 10 - CHANNELS AND MOUNTING BRACKETS- / POST SURFACE MOUNT AND FOOTING EMBEDMENT .. -.. -.., .. DETAILS .........COLUMN SHS ,1....:::- :LATERAL -FORCE RESISTING SYSTEM /.MIN..NUMBER OF REQ: SH - 12 BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DE71 %*&SJ 311tv 31I/b By AlLb SH =-13..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS a SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 ...:.SOLID COVERS ATTACHED &,FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -18-20 .`SOLID COVERS ATTACHED &FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 4546 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED.ROOF PANEL ATTACHMENT DETAILS SH. 48 ........... SNOW DRIFT. DESIGN - - SH - 49 ..........SPAN REDUCTION FACTOR TABLES E --SH - 50.. ...... ADDITIONAL STATE LICENSURE STAMPS c Z_ on v D sz D m 2 - cOM �W W o C/)M o? V m W Q I ��ww� LLI � M m LLl L1J t 7 ,o� o U ® 00 r Q 00 � v FESSIgyq o S58.8 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS Kvm DATE DESCRFTIDN 4 STEL JOB# 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERALNOTES T-0 OOF50SHEETS 1 0 2 0 3 0 4 5 a 6 i c c r _ _jSOLfD"PANEL STRUCTURES �- �� ROOF OVERHANG, ATTACHMENT ROOF PANEL SEE TABLES,. SEE DETAIL A, B & C, OR WOOD, OR (ENGT SHEET 4 FOR ROOF1 SHEET 8 qN0 Syq�(OFSTRUCL TU WALL SEE CONCRETE PANEL ATTACHMENT TO . ; NO CTR SUPPORTING WALL .z TNEpROEESSTVAR/ES SHEETS gR HANGER & BEAM. N ' - O. SPAN "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12---,,/ R B FOR MANDATORY SPLICE. EAM S I NO BEAM SPLICE AT pOST Sp�� BEAM -SEE TABLES F EXTERIOR POSTS. SEF Tge,FS G = POSTS, SIZE VARIES \0/1 HNOT SEE SHT. 11 FOR MINIMUM ?5% pp TO EkC iv NUMBER OF REQUIRED COLUMNS BEq,y EEO gC(pl�,ge(E SPAN 3 1/2" SLAB ATTACHMENT MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. I ----TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES (E�/GT SHEET 4 FOR ROOF PANEL SHEET 8 SHEET 4 FOR ROOF OF STR(l ATTACHMENT TOy Syq( CT URE SUPPORTING BEAM. O.H VARIES O. SPAN "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. FOR MANDATORY SPLICE. NO BEAM SPLICE pO SPgNy -- S SI'Ac - -BEAM - SEE .TABLES EXTERIOR POSTS. EE Tge(E NG S FOR POST SPACING POSTS, SIZE VARIES POSTS, SIZE VARIES OEN T TO NOT TO 3 1/2" SLABA LpeAM u MAY BE USED wAstESpgN TO CONSTRAIN ALL EAU WASLE FOOTING, SEE TABLES SP FOOTINGS✓ I WI SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ATTACHMENT SEE DETAIL A, B & C, ROOF PANEL SEE TABLES (ENGTy SHEET 8 SHEET 4 FOR ROOF qNp OF STRUC 'PANEL Syq( ATTACHMENT TO MIN. 0.25" SLOPE PER FT. SUPPORTING TyF pR p �C�S SFS HANGS SM O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� BEAM FOR MANDATORY SPLICE. PO Sp BEAM - SEE TABLES BEAM NO BEAM SPLICE AT EXTERIOR POSTS. s SEE T,ge(ES NG FOR POST SPACING POSTS, SIZE VARIES OEN T TO SEE SHT. 11 FOR MINIMUM Op O2S% NUMBER OF REQUIRED COLUMNS ALL EAU WASLE SP 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL PER FT ATTACHMENT TO SUPPORTING BEAM. O. "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12�� FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES — 3 1/2" SLAB MAYBE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS SEE TABLES e � p0 7T Spq/y BEAM - SEE TABLES FOR POST SPACING O.N' N07 TjII OF B ALL at S'IIpgN W ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Ll 2 ti W No°po 2 WoU01 W Q Lu H u�w`� LJJ W m ch o U rn Z pmp Q m O') FESS I gygl S5885. OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRFMN 4 STEL JOB k 15-1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SHM 1 1OF50SHEETS K It o u t o F o OPEN LATTICE STRUCTURES RAFTER, SEE TABLES WALL Sr/NGeU/�Opy ER OR ROOF OVERHANG, MAX. O.H. G� SEE DETAIL A,B & C, ,y 25% OF RAFTER O.H 9j ALLOWABLE SHEET B. SPAN q��Op ' \ DETAIL 11, SHEET 12 NO BEAM SPLICE AT •��' Off pEt6 e Ryq ge�Fs EXTERIOR POSTS �30� 0� Mq,k N x LENGTH OF STRUCTURE VARIES 1`01 ��c q4,POST WITH SIDE L TP A ESgySEE MANDATORY BEAM SPICE - SEE SHT. 11 FOR MINIMUM G NUMBER OF REQUIRED (FS MANDATORY BEAM SPICE- EE DETAIL 11, SHEET 12 COLUMNS G� Oo �M SEE POST DETAI NO BEAM SPLICE AT SrSpSpgN G. �A0 gip. CHANGEABLE WITH ANY OTHER ?q PRMITUSED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. EXTERIOR POSTS 3 1/2' SLAB �3 0 "LY MAY NOT BE COVERED. pp LENGTH OF STRUCTURE'VARIES'G CHANGEABLE WITH ANY OTHER SF Srsp - lk;l SEE TABLES f N � _ TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE POST WITH SIDE PLAT S 9 SEE SHT, 11 FOR MINIM M SINGLE SPAN LATTICE STRUCTURE p0$Sp ;qAl NUMBER OF REDUI S�cFl COLUMNS ! �S 3 1/2' SLAB ATTACHMENT p0 MAY BE USED WHERE NOTE: EACH COMPONENT IS INTER- SFF SOgC 1i rge�FSc I SEE TABLES CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTER, SEE MAX. O.H. 25% OF RAFTER ALLOWABLE - SPAN \ WALL LEDGER OR ROOF /Sr/NGe�/�O/NG SSEE HEET AIL B & C MANDATORY BEAM SPICE - SEE ' \ DETAIL 11, SHEET 12 NO BEAM SPLICE AT •��' Off pEt6 z4 EXTERIOR POSTS �30� 0� Mq,k N x LENGTH OF STRUCTURE VARIES 1`01 j „G q4,POST WITH SIDE L TP A ESgySEE MANDATORY BEAM SPICE - SEE SHT. 11 FOR MINIMUM G NUMBER OF REQUIRED (FS psr _ COLUMNS EXTERIOR POSTS pOS SFF Oo �M SEE POST DETAI NOTE: EACH COMPONENT IS INTER- SrSpSpgN 3 1/2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER s F�rg6�FSG PRMITUSED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. 3 1/2' SLAB NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE MAY NOT BE COVERED. pp FOOTING WHERE REQUIRED, CHANGEABLE WITH ANY OTHER SF Srsp - lk;l SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. O.H. O.H RAFTER, SEE ABLE 25% OF RAFTER r ALLOWABLE - AND SPACING— ,lS,R � SPAN A 25%ALLOWABLE LENGTH OF STRUCTURE VARIES --VG MANDATORY BEAM SPICE - SEE 60G z f c7 DETAIL 11, SHEET 12 �30� 0� Mq,k N x LENGTH OF STRUCTURE VARIES SEE POST DETAIL, EXTERIOR POSTS qC/N G MANDATORY BEAM SPICE - SEE 3 1/2' SLAB DETAIL 11, SHEET 12 MAY BE USED NO BEAM SPLICE AT psr _ OST CROSSSECTI EXTERIOR POSTS pOS SFF SFFr SpgC SEE POST DETAI � qC/h �S G FOOTING SEE TABLES 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- pp TO CONSTRAIN CHANGEABLE WITH ANY OTHER SF Srsp - lk;l FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. SNG TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE — MAY NOT BE COVERED. FOOTING SEE TABLES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE LENGTH OF STRUCTURE VARIES --VG MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 POST CRSSSECTION, NO BEAM SPLICE AT pOS SFFT, SEE POST DETAIL, EXTERIOR POSTS qC/N 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- psr _ TO CONSTRAIN CHANGEABLE WITH ANY OTHER SFFr SpgC FOOTI TABESG SEE COMPONTENT UNLESS OTHERWISE SHOWN.<FS�G NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE Ll I,— � cl Wcn N 0°000 '^Lu a, M V O V W < 5 cn W WW M o U rn Z 00 Q M CA Q�FESS I q,�l S-5.885 OF CAL\Eck 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MORK DATE DESCRPMN 4 STEL JOB # 15.1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS IF 0 2 0 3 0 4 ' o 5 0 A o tl o G o V t o r o h n I SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI -"V" PAN 2e2 sp, 12"x 3 112"W PANEL 6" / 8" x 2}2" FLAT PAN 2s aoVA J. R=•117' ---yi 77 09R CI.S. 67' 77• 1 s 180• {{-I b7' .75' 43, •45' CALL UNMARKED RADII .06R) T= (SEE TABLE BELOW) T. 0• 65• T= (SEE TABLE .70' 25' z s r • Ll BELDV) 2B2 z , 3H T= CSEE TABLE HELON2 7' 45• .7 .65' TYP. .403.00' .50' .50'--+--4.50' .433' L3' L3' --.433' 1.92' •7 ' L92' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, pst 20 1 25 30 40 50 24" TRI -"V" PAN - 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 LUSL PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 13•_9" (IN.) 020(1) 130 PH SPAN 10•_3" 10'_3• 10'_3" 10•_3• 10•_3" 10'_3, 12'$" 01B 11'-1' 11-2" 10'-7" 10'-T 9'-11" 14'-7" 15'-3" 15'-3, 15•_3, 15'_3• 15•_3" 15'-3° 024 12'_3, 12•_3" 12•_3• 12'_3• 12'_3" 12•_3, 10 .024 12'-7" 12'$" 11'-10 12'-0' 10'-10 10 10'-3" 17'-7• 10.4, 9�_9, 9,_9, 9'_2, 9•_3, 8•_7, 12'-0" .032 14'_3" 14'_3• 14'_3, 14•_3, 14._3" 14'_3" 13'-T' .032 15'$" 14'-9" 14'-9" 14'-0" 14'-1" 1IT-3" 5'-10" 19'-7" 12'$" 12'-1" 12'-1" 11'-2" 11'-3" 1V --W .040 l'O' 8'4" 8'4" 8'4"B'4" 018 i T-7' 16'$" 16'-9" 15'-9" 16'-0" 15'-0" 11' 6" 10'-9" 11'_3" 75" 7'-5° 7'2' 7'-2" 6'-10'10'_1• 13' 4" .020(l) r8'-4"8'4" 10'_1"10•_1• 15'-7" 10•_1" 10'_1" 20 .024 10._1, 9'$" 9'$" 9'-0" 9'-1" 8'$" 18'-0" 12'$" 12'$" 8'4" 8'-5" 8'-1" 8'-1' 7'-912'_1" .024 12•_1, 12•_1, 12'_1, 12•_1, 03210-9 11'-2' _1O'-3" 10'-9" 10'-3" 10'4' 9'-10" 20 12'4" 14'$" 14'$" 10'4" 9'$" 9'-9" 14'$" 15'-0" 7'-3" 7'-3" 7'-3" T-3" 7'-3" 7'-3" 17'-7" .018 17'-7" 13'-3" 12'-9" 12'-9" 12'4" 12'4" 11'-7" 19'-4" 7'$" 7'4" 7'4" 7'-1' 7'-1" 6'-10" 8'-9" 8'-9" 8'-9" 8'-9` 8'-9" 8'-9" 25 .024 15'-1' 15'-7" 14'-1" 13'-2" 14'-1" 8'$" 8'4" 8'-5" 8'-1• 8'-1' 7'-9" 17'-0" 16'-4 9'$" 9'$" 9'$" 9'$" 9'$" 9'$" 10.2" .032 10.2• 9'10 9'-5' 8'-11" 9'-0"B'$"12'-0" 12.1" 12_1, 10'$" 10._2" 10•_2•• 9'-T 9'$' 9'-2" 6'-7" 6'-7" 6'-7" 6'-7' 6'-7" 6'-T 018 10'$" 10'-2" 10'3" 9'-9'2513•_2, 8'4" 7'-3' 7'-0" 7'-0' 6'-9" 6'-10" 6-7- 13•2" 9'-9" 8'-3- 8'-3" 8'-3" 8'-3° 8'-3" 8'-3" 30 .024 11'4" 13'1• 13'-3" 12'$" 12'-2" 12'-3" 11'$" 8'-3" 8'-0" 8'-0" 7'-9" 7'-9" 7'-5' 14'_2, 9'-1" 9'-1" 9'-1" 9'-1' 9'-1" 9'-1' 32 Fo 15'-0' 14'4" 10'-1" 9'-8" 13'$" 13'-0" 9'-10" 9'$" 9'$' 9'-1" 9'-2' 8'-10" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, pst 20 1 25 30 40 50 12"x3Y2"xO.020" - - 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 24"x2}(2"x0.024" 0.90 0.88 0.70 0.65 24"x2Y2"x0.032" 0.90 0.88 (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 ti W W N ao 'n � M u Z O U w QILL! LL, W W M C'7 [31 O Z O00 Q MUko) C3) ESS) . S5885 OF CAL\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESMUPTION 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12" x 3 1/2"W PANEL 8" x 2 }2" FLAT PAN LUSL PANELT (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSL 13'_9, 13•_9" 13'_9• 13•_9" 13•_9• 13•_9" N 110MPH SEXP 020(1) 130 PH SPAN EXP.13 C EXP.B EXP C EXP.13 C EXP.B C EXP.B C EXP.B EXP.0 12'$" 12'$" 12'$" 12'-0' 11'-1' 11-2" 10'-7" 10'-T 9'-11" 14'-7" 15'-3" 15'-3, 15•_3, 15'_3• 15•_3" 15'-3° 024 020 13'-2' 12'-7" 12'$" 11'-10 12'-0' 10'-10 10 10'-3" 17'-7• 17'-7' 17'-7" 17'-7" 17'-7" 17'-7" 12'-0' 12'-0" .032 11'$' 10'-9' 13'-7" 13'-7" 13'-7" 13'-T' 13'-7" 15'$" 14'-9" 14'-9" 14'-0" 14'-1" 1IT-3" 5'-10" 19'-7" 19'-7" 19'-7" 19'-7" 19'-7" 19'-7" .040 l'O' .024 i T-7' 16'$" 16'-9" 15'-9" 16'-0" 15'-0" 11' 6" 10'-9" 11'_3" 11•_3, 11•_3" 11•_3" 11•_3, 11•_3" 13' 4" .020(l) 1 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 10._1, 9'$" 9'$" 9'-0" 9'-1" 8'$" 18'-0" 12'$" 12'$" 12'$" 12'$" 12'$" 12'$" .024 .032 11'-2' 10'-9" 10'-9" 10'-3" 10'4' 9'-10" 20 12'4" 14'$" 14'$" 14'$" 14'$' 14'$" 14'$" 15'-0" .032 14'-3' 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 13'-3" 12'-9" 12'-9" 12'4" 12'4" 11'-7" 19'-4" 16'_3, 16'_3" 16•_3• 16•_3• 16•_3• 16•_3, oao .040 15'-1' 15'-7" 14'-1" 13'-2" 14'-1" 14'-2" 11•_1, 11'11•_.020(i) 16-10 17'-0" 16'-4 16'$" 16'-0" 10'_2 10.2" 10.2" 10.2" 10.2• 9'10 9'-5' 8'-11" 9'-0"B'$"12'-0" 12.1" 12_1, 12.1• V�1;3�'-2 12'-0" 12'-0" 12'-0" 12'-0".02411'-0' .020 10'$" 10'-2" 10'3" 9'-9'2513•_2, 8'4" 8'$" 7'-11' 13.2• 13•_2• 13'_2• 13•2" 9'-9" 9'-10" .032 11'4" 11'4" 11'4" 11'4" 11'-4" 11'4" 13'1• 13'-3" 12'$" 12'-2" 12'-3" 11'$" 14•_2, 14•_2, 14•_2• 14'_2, 14,_2" 14'_2, 040 .024 15'-0' 14'4" 10'-1" 9'-8" 13'$" 13'-0" 9'-5" 8'-11" 10'$' 10'$" 10'$" 10'$" 10'$" 10'$" 11'-3" .020(l) 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" IT -O' 9'-2" 8'-9' 8'-11" 8'-5" 8'$" 8'-2" 11'-3" 11'3" 11•_3• 11•_3, 11•_3, 11•_3" .024 .032 10'$' 10'-1' 10'-2" 9'-7" 9'-9" 9'-2" 30 10'$" 12'$" 12'$" 12'$" 12'$" 12'$" 12'$" 13'-1" 12' 8" .032 1a'$" 1a'$" 1a'$" 1a'$" 14'$" 14'$ 1s'$• 12'$' 12'-1" 11'-10' 11'$" 11'-6" 11'-1" 13'4" 13'4" 13'4" 13'4" 13'4" 13'4" oao 040 14'-2" 13'$" 13'$" 13'-0" 13'-3" 12'$" 11'-10" 9'-1" 9'-1" 9'-1' 9'-1" 9'-1° 9'-1" 14'-3' .020(l) 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9° 8'-3" 8'-1" 8'-1" 7'-10" 7'-10' 7'$" 10'4" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .024 .020 9'-5" 9'-1" 8'$" 8'$" 8'-3' 8'-3" 40 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 9'4" .032 10'4" 10'4" 10'4" 10'4" 10'4" 11'-1" 1'-1" 11'-3" 11'-1" 11'-0' 10'-7' 10'$" 10'-3" 12'_2, 12'_2• 12•_2• 12•_2, 12'_2" 12•_2" 040 %1V 25 12'$" 12'4" 12'4" 12'-1" 12'_1, 11' 8" 25 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" .020(l) 11'4" 11'-4" 11'4" 11'4" 11'4" 12'_1" 12'_1" 7'-1" 7'-1" 7'-1" 6'-11" 6'-11" 6'-9' 9'-2" 9'-2" 9'-2` 9'-2".024B'-0"7.10 .032 11'-10° 11'-3" 7•_10,7'-8" 10'-9" 10'-10" 7'$"5010'-7" 10'-7" 10•10'_7" 13'-1" 13'-2" 10,_7".032 12'-3" 12'-3" 12'-3" 12'-3" 09'-2'9'-2" 13'-1• 13'-1" 13'-1"13'-1" 9'-7" 97" 9'-7" 9'-5" 8'-11" 040 11'-3" 11'3" 11'_3, 1�'l .04013-3" .04011'-0"10'-10" 12'-9" 12'-9" 10'10' 2 ti W W N ao 'n � M u Z O U w QILL! LL, W W M C'7 [31 O Z O00 Q MUko) C3) ESS) . S5885 OF CAL\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESMUPTION 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 8" x 2 }2" FLAT PAN 6" x 2 J¢" FLAT PAN LUSL PA NEjLT 110 PH SEXP 120 MPHSPAN 130 MPH HSPANEXP LUSL PA(IN.) T N 110MPH SEXP 120 PH SEXP 130 PH SPAN EXP.13 C EXP.B EXP C EXP.13 C EXP.B C EXP.B C EXP.B EXP.0 12'$" 12'$" 12'$" 12'$" 12'$" 12'$" 14'-7" 14'-7" 14'_7" 14'-7" 14'_7• 14'_7. 020 020 10'-10 10'-1' 10'-3" 9'$" 9'-7" 9'-0" 12'$" 12'-0' 12'-0" 11'4" 11'$' 10'-9' 13'-7" 13'-7" 13'-7" 13'-T' 13'-7" 13'-7" 5'-10" 5'-10" 5'-10" 5'-10' 5'-10" T-10" .024 l'O' .024 10 11'-4' 11' 6" 10'-9" 1'0 10'-1" 10 14'-2' 13'4" 13' 4" 12'$" 1 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7• 18'-0' 1�8'-O"l18'-0" 18'-0" 18-0" .032 .032 14'-1" 13'-1" 13' 4" 12'4" 12'$" 12'-0" 16'2" 15'-0" 15'-1" 14'-3' 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 19'-4" 19'4" 19'4" 19'4" 19'4" 19'-4" .040 .040 15'-7" 14'-10" 14'-10" 14'-1" 14'-2" 13' 4" 17' b" 16-10 17'-0" 16'-4 16'$" 16'-0" 10'_2 10.2" 10.2" 10.2" 10.2• 10'_2• 12'_1, 12.1" 12.1" 12_1, 12.1• 19'4' .020 .020 9'-1" 8'-9" 8'-9' 8'4" 8'$" 7'-11' 10'-10" 10'4" 10'-3" 9'-9" 9'-10" 9'-5" 11'4" 11'4" 11'4" 11'4" 11'-4" 11'4" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" .024 .024 20 10'-1" 9'-8" 9'-9" 9'-3" 9'-5" 8'-11" 20 12'-2" 11'$" 11'$" 11'-2" 11'-3" 10'-7" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" IT -O' 15'-6" 15'$" 15'$" 15'$" 15'$" 15'$' .032 .032 11'-10" 11'4" 11'$" 11'-0" 11'-0" 10'$" 14'-2" 13'-9" 13'-7" 13'-0" 13'-1" 12' 8" 1a'$" 1a'$" 1a'$" 1a'$" 14'$" 14'$ 1s'$• 1s'$^ 1s'$" 1s'$" 1s'$" 1s'$" oao 040 13'$" 12'-10" 13'-0" 12'4" 12'$" 11'-10" 15'$" 15'-2" 15'-2" 14'-10 14'-10' 14'-3' 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9° 10'4" 10'4" 10'4" 10'4" 10'4" 10'4" .020 .020 8'-11" 8'$" 8'$" 8'-3' 8'-3" T-10" 10'$" 10'-1" 10'-3" 9'$" 9'-9' 9'4" 10'4" 10'4" 10'4" 10'4" 10'4" 10'4" 11'-1" 1'-1" 11'-1" 11'-1" 11'-1" .024 .024 %1V 25 9'-11" 9'-7 9'-7' 9'-2" 9'-3" 8'-10" 25 12'-0" 11'$" 11'-7" 10'-10 11'-0' 10'$' 11'4" 11'4" 11'-4" 11'4" 11'4" 11'4" 12'_1" 12'_1" 12'_1• 12'_1" 12'_1, 12'_1' .032 .032 11'-10° 11'-3" 11'-3" 10'-9" 10'-10" 10'4" 13'-T 13'$" 13'-1" 13'-2" 12'-3" 12'-3" 12'-3" 12'-3" 13'-1• 13'-1" 13'-1"13'-1" 13'-1" 13'-1" 040 .04013-3" 12'-9" 12'-9" 12'-3"" 15'4" 15'-1 15'-1" 14'$" 14'-9' 14'-1" 9'-3" 9'-3" 9'-3 9'-3" 9'-9" 9'-9" 9'-9" 9'-9• 9'-9" 9'-9" .020 W12'_3"I2'-3* .0208-5 8'-1" 8'-1' 7'-9'' 9-11' 9-7" 9-7 9'2" 94 811024 9.9. 9 _9• 9.99.9, 10'4" 10.4" 10'4" 10'4" 10'4" o2a10'4• 30 9'$' 9'-1" 9'-2' B10" -4" 30 11'4" 10'-9" 11'-0' 10'4" 10'$" 9'-11" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'4" 11'4" 11'4• 114" 11'4" 11'4' 032 .032 11'-1" 10'$" 10'-9" 10'4" 104" 10'-0" 13'-2" 12'$" 13'-0" 12'$" 12'-T' 11'-10" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'_7• 12'_3• 12'_3• 12'_3• 12•_3• 12•_3• 12'_3• 040 .040 12'-7" 12'-2" 12'-2" 11'$" 11'-9" 11'-3" 14'-9" 14'$" 14'-7" 14'-1" 14'-1" 13'-7" 8'4" 8'4" 8'4" 8'4" 8'4" 8'4" 9'-0" '-0" 9'-0" 9'-0' 9'-0' 9'-0" .020 .020 ;>8 7'$" 7'-6" T$' 7'-3" 7'-2" 6'-11" 9'-1" 8-10 8'-10" 8'-7" 8'$" 8'-1" 9 -0" 9 -0 9 -0" 9 -0" 0" 91-0. 9'$" 9'$" 9'$" 9'$' 9'$' 9 $" 024 ;>8 .024 40 8$" 8-3" 8-3" 8-0" 8-1 7-10 40 10'-2" 9'-10" 9'-10" 9'-7" 9'-8 WW 9•_9" 9•_B•• 9•_9• 9'-9" 9'-9" 9'-9" 12'-1"' 12'-9" 12'-9" 12'4" 121-6" 12•_1• 032 .032 10'-2" 9'-10" 9'-10" 9'-7" 9'-T' 9'-3" 10'-3' 10'-1" 10'-1" 9'-10" 9'-10" 9'$" 10'_7" 10•_7" 10'_7" 10•_7" 10'-7" 10•_7" 11•_2, 11•_2• 11•_2• 11'_2• 11'_2" 11•_2• 040 040 1 V-6" 11'-2" 11'-2" 10'$" 10'-10" 10'$" 13'-9" 13'4" 13'$" 13'-0" 13'-1" 12'-7" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5° 8'-3" 8'-3" 8'-3" 8'-3' B'-3" 8-3- 0 ozo 6'-5" 6'-5" 6'-5' 6'3" 6'-3" 6'-1" 7'$" 7'-7" 7'$" 7'-5" 7'$" 7'-2" 8'-3" 8'-3" 8•_3• 8'-3" 8•_3' 8'-3" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 024 024 50 74" T-3 T-3" 7'-1" 7'-0" 6'-11" 50 8-9" 8-7" 8-7" 8 5" 84" 6-1" 9-1" 9-1" 9-1" 9-1" 9-1" 9-1' 9$" 9$" 9$" 9$" 9$" 9 B" 032 032 8 9" 6'-7" 8'$' 8'-5" 8'4" 8'-3" 10'4" 10'-3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9• 9'-9" 10'4" 10'4" 10'4" 10'4" 10'4` 10'4" 040 040 F 9'-10" 9'-9" 9'-9" 9'-5" 9'-7" 9'-2" 11'-10" 11'-7" 11'-9" 11'$" 11'$" 11'-2" 2 ti W W N ao 'n � M u Z O U w QILL! LL, W W M C'7 [31 O Z O00 Q MUko) C3) ESS) . S5885 OF CAL\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESMUPTION 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS c r v o n MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING J W (D 06 W co CV M M 2 o "_ m Q � uU)w� W LLu u M M U rn z 00 UQ M 'tt rn FESSIgyq -.$58.8.5 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCFWMDN 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY - MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4. 4OF50SHEETS C . TABLE 1 TABLE 2 TABLE 3 (2) 21111x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑,14 TEK OR SMS SCREWS > PER FOOT OF BEAM LENGTH 3: PER FOOT OF WALL HANGER AND BEAM L qW1H PER FOOT OF BEAM LENGTH co m � M § 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. B EXP, C EXP, B EXP. C EXP. B EXP. C EXP. BI EXP. C EXP. B EXP. C EXP. B EXP, C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ ~ ~ 5' 1 1 1 1 1 2 5' 1 1 1 1 1 1 5' 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 6 1 1 2 2 2 6' 1 1 1 1 1 2 6' 2 2 2 2 2 3 1 2 2 2 2 2 7' 1 2 2 2 7' 1 1 1 2 2 2 7' 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 2 2 1 1 1 1 1 2 $� 1 2 2 2 2 2 $� 1 1 2 2 2 2 $, 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 g� 2 2 2 2 2 2 g1 1 2 2 2 2 2 g� 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10 3 10' 1 2 2 2 2 2 10' 1 1 1 1 1 1 2 3 3 3 3 4 2. 2 2 3 3 3 1 2 2 2 2 2 11 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2 3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2 12' 2 2 3 3 3 3 12'P--2 2 2 2 2 3 12' 1 1 1 1 1 2 3 3 3 4 4 5 3 3 3 2 4 2 2 2 2 2 2 13' 2 �32 2 3 3 3 13' 2 2 2 3 3 3 13' 1 1 1 1 1 2 4 4 4 5 2 3 3 3 3 4 2 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING J W (D 06 W co CV M M 2 o "_ m Q � uU)w� W LLu u M M U rn z 00 UQ M 'tt rn FESSIgyq -.$58.8.5 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCFWMDN 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY - MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4. 4OF50SHEETS C a� .3m .� 7m 7� am o u t r u n K rRAFTER-SPANS-FOR OPEN LATTICE STRUCTURES 110/1267-130 MPH EXP. B ;& C`^7 LUSL "T" (IN) z W a cwi no TYP. 3" x 8" RAFTER z a *o �2" X 6 1/2" RAFTER ___ cc z a No DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL "T"' (IN) 110 MPH f 120 MPH L 130 MPH LUSL "7 (IN) 110 MPH 120 MPH 130 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. B I EXP.0 10 .042 16" * 2"x6.5" RAFTER ALUM_. ALLOY, 3004-H36 ^OR 29'-0" 26'-3" 29'-8" 26'-3" 28'-9" 26'-3" 29'-3" 26'-3" 26'-3" 25'-7" 10 .024 16" 16'-0" 14'-2" 15'-10" 14'-2" 16'-0" 14'-2" X15'-0" 14'-2" 15'-9" 14'-2" 13'-8" 13'-9" 10 .024 16" 22'-6" 19'-10" 22'-4" 19'-10" 22'-6" 19'-10" 21'-1" 19'-10" 22'-2" 19'-10" 19'-2" 19'-4" F24' 24'-1" 24'-2" 23'-0" 24'-0" 21'-6" ::i21'-6" 21'-6" 21'-6" 21'-6" 21'-0" r23—'-YO"� 24" 13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24" 18'x" 18'-3" 18'-4" 17'-3" 18'-2" 16'-3" .16'-3" 16'-3" 16'-3" 16'-3" 15'-8" 5'-10" 20 .042 16" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 21'-10"18'-0" .032 16„ 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 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" 14'-4" 24" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-10" 20'-2" 25 .042r24- 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 042 16" 24'-6" 24'-4" 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'-4" 34'-7" 33'-7" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29-10" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 17'-7" __17'-7" 17'-7" _17-4" 17'-6" 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'-4" 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'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12' 4" 11'-9" 20 024 16" 17'-4" 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" 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" 9'-8" 9'-8" 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" r5'-15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 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" .032 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 21'-1" 21'-1" 21'-1" 21' 22'-0" 21'-1" 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 13'-8" 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" 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'-4" 13'-4" 13'-4" 13'-4" 13'-4" 15-0" 15'-0" 15'-0" 15'-W 15'-0' 15'-0" .042 16„ 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" .042 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" -:i5'-6" 25' 6" 25'-6" 25'-6" 25'-6" 26'-7" 25'-6" 24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 11'-2" 11'-2" 11'-2 11'-2" '11 '-2" 24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-0" 15'-6" 14'-9" 14'-9" 14'-9" 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"20-10" 21'-9" * 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'-6" 10'-7" 11'-6" 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" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 24" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9'-3"9'-3" 12'-9" 25 032 16 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-6" 14'-4" 14'-7" 14'-4" 14'-2" 25 032 16" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9"'-7" 2" 20'-2" 19'-10 24" 24" 16'-7" 16'-7" 16'-7" " W25'-205 16'-7" 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0"'-9" 16'-3" 042 16" 17'-4" 17'-9" 17'-4" 17'-9" 17'-4" 17'-9" 17'-4" 17'-7" 17'-4" 17'-8" 17'-4" 17'-1" 042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1"'-1" 6" 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" -7" 14'-7" 14'-4" 14'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20' 6" 20'-6" 0.042' TYP. 024' 6. 6' ' .032, LJ8.0' 032 .042' .042' ".O._[ MAX.—+�.0'---I * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM_. ALLOY, 3004-H36 ^OR * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 OR �{ ALUM. ALLOY 3004-H36 OR EQUAL EQUAL EQUAL N FOOTNOTE: SAMPLE" FIGURE INDICATES'e 1 ATTACHED FIGURE INDICATES FREESTANDING Ll 2 ti W c6 W U)NQo Z Lu M M ON ZO U rn u U)w w_ LLI W M M o U rn Z 0000 cQ M rn Q�FESS Ipyq! S5885 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB R 15-1071-1 DATE K 31312015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS 0 3 0 4 0 5 0 6 0 7 0 8 A a 0 0 L; o u o t o r o V' o m o 1 J RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C 024' 6. ' z W UJ ¢ o vaizz 2" X 6 1/2" RAFTER :042' z� z a w %oz DBL. 2" x 6 1/2" RAFTER MAX. LUSL ^T^ (IN.) 110 MPH 120 MPH 130 MPH LUSL ^T^ (IN) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 024[24- 16" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-0" 14'-8" 14'-6" 14'-8" 14'-6" 24" T-6" T-6" T-6" 7'-6" 7'-6" T-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10' 11'-10 11'-10' 11'-10 11'-10 11'-2" 11'-10" 30 032 16 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 30 032 16" 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 18'-4" 18'-4- 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24„ 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" .042 16" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" .042 16" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" -18'-2" 18'-6" 12'-10 12'-10 12'-10' 12'-10 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 024 16" 8-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 024 16" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12' 8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2". 6'-2" 6'-2" 6'-2" 7'-2" T-2" 7'-2" 7'-2" 7'-2" T-2" [24- 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'x" 10'-4" 10'-4" 10'-4" 10' 4"10'-4" 9'-10" .032 16" 10'-10" 10'-10" 10'-10" 6" 10'-10" 6" 10'-10" 10'-10" .032 16" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 40 40 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-0" 12'-6" 12'-6" 9,_4. 9'-4" 9'-4" 9'-4- 9'-4" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" .042 16" 13'-2" 13'-2" 13'4" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 042 16" 19'-9" 19'-4" 19'-9"19,-g,. 9'-4" 1 19'-4" 19'-9" 9'4" 1 19'-9" 19'-4" 19'-9" 19'4" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 15'-10' 15'-10' 15'-10" 15'-10 15'-10' 15'-10" 16" 7 -3" T-3" T-3" T-3" T-3" T-3" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 024 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 024 11'x" 11'x" 11'x" 11' 4" 11'-4" 11'-4" 24" 5 -2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-9" 5'-9"9'-4" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'-4" 9'-4" 8'-3" 9'-4"9'-9"9'-9"9"9'-9"9'-9"14'-8" .032 16 10'-3" 10'-3"0'-3" "5-9"5-9" 10'-3" 10'-3" .032 16"14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 50 50 24 T-0" T-0" 0" T-0" 7'-0" 8-4"8'-4" 8'-4" 8'-4" 24"11'-3" 11'-10" 11'-3" 11'-10" 11'-3" 11'-10" 11'-3" 11'-10" 11'-3" 11'-10" 11'-3"8'-4" 11'-10"9-9 .042 16 12'-6" 12'-6" 11-9" ill 12'-6" 1'-9" 12'-6" 11'-9" 12'-6" .042 16" 17'-9" 17'-6" 17'-9" —1-7 6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-9" 24" 24" 91-0. 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7- 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 14'-3"-14'-3"r-14'-3" 14'-3" 14'-3" 14'-3" 024' 6. ' .024' 6. , ).0321--- 032'.042' 032 .042' :042' .0._] MAX. * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 3004-1-136 OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll cr) 2 N W Co W v7 00 Z O U rn w aFP ucowLLI LLJ w M 25 U a? 00 T co Q ci �FEss I! S588 OF CAL\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MAwc DATE DESCRPTMN 4 STEL JOB # 151071-1 DATE 313f2015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 0 6 e 7 O 8 6.5" ROLLFORM GUTTER FASCIA /1 ALUM. ALLOY 3004-1136 V SPLICE WHERE )CCURS- 0.075' TYP. B MAG BEAM ALUM. ALLOY 6063-T6 DBL.2"x6.5"x0.042" Qj ALUM. ALLOY 3004-H36 OR EQUAL (',-)DBL. 2"x6.5"x0.032" `� ALUM. ALLOY 3004-1136 OR EQUAL T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 .042 -_ DBL. 3"x8"0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 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. SPLIC WHER OCCUR 0.0 T1 ER BEAM TYPES GUTTER EXT. CLIP _ %1 4" I -BEAM ALUM. ALLOY 6063-T6 0.042' TYP. 3"x8"4.042" BEAM ALUM -ALLOY 3004LH36" '.032' B 3" SQ. ALUM POSTI ALUM. ALLOY 3004-1136 HEIGHT LIMITEDTO I 10'-0_" MAXIMUM. J SPLICE WHERE OCCURS TYP. V 1 �ALLOY 4.5" MAG GUTTER ALUM. 6063-T6 I DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL --11.00'--- 040' ALUM .048' STEEL 3.3' r28' I I_ I -3.0'� C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36- 3" SQ. STEEL POST �F ASTM A653 GRADE 50 CP60 LUMN / T=12 GA. ASTM A653 SS GRADE 50 G60-\3. Y .032' ALUM. L_j i 3" SQ.x0.032" ALUM. BEAM (EV/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 2OR 14 GA7.6 5'rT=l ASTM A653 SS GRADE 50 G60 3"x8"0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM N 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. �STTYPES 0.024' 0.032' PLUGS 8 24' Ea Sl 3" SQ. ALUM. POST WITH SIDEPLATES Li ALUM. ALLOY_3004-H36- 1 ___---OR EQUAL V INSERT T-0.125 WHERE ALUM. X:CURS ALLOY 6063-T6 7 0.110' TYP. D %r1 7" I -BEAM f ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"I -BEAM. 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. 0.075'�, TYP. 3.I0 E MAG POST ALUM. ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B 2 1_ W to o6 W U) N00 'nM u Z � U � W Q� LL. 49 u (n W W W ch M c) c) co U) ch v rn FESS 1(�! a S5885 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPIIDN 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS =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 2 1_ W to o6 W U) N00 'nM u Z � U � W Q� LL. 49 u (n W W W ch M c) c) co U) ch v rn FESS 1(�! a S5885 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPIIDN 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS A o 5 0 C e u o t o r o G o EXISTING LEDGER OR WALL HANGER &-E-AVE CONNECTION DETAILS z - NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER f 3/16" STEEL NOTES BRACKET CAN BE 1 A34 FRAMING ANGLE DETAIL A OR B, SIfESPECIFIC ENGINEERING IS LOADS OPENING PROJECTION B^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 -NOTE: PROVIDE WATER 10, 20 psf > 8' > 18' FASTENERS, SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE ) 0 TYP. BRACKET PROTECTION, METAL FLASHING FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' I AT EVERY 2x CAUCK JOINTS AND SLOPE R.F. OR EXT. HANGER 8 G TO DRAIN (OPTIONAL) ` CHANNEL, 2X OR 3X EXISTING SAVE ALLOWABLE PROJ. TO BEAM RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 WITH FASTENERS 1 1/4" 24" 2XS OR W LEDGER PER TABLES 3 &5MIN. Zx WOOD STUD OR ALUM. PANEL 2X OR EXIST. RAFTERS AT i, ' 3x ALUM. RAFTER 24" O.C. AT ROOF 1' CONCRETE WALL RAFTER 6 EXIST. FASCIA BOARD OVERHANG (3}#14x31/2" W. I ALLOWABLE PROD. EXISTING EAV 2X FULL DEPTH 3 WOOD SCAB, 1' TO BEAM OVERHANG�a WHERE OCCURS, NOTE, PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 1 (24' MAX.) SEE TABLE 2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE 41 COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SEAL W/ SAME CONNECTION'S. OAEAVE CONNECTION WALL CONNECTION B ALTERNATE EAVE CONNECTION 1. EXISTING ROOF OVERHANG DESIGN LAADSi NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6y4' RUL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8' MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS; 30, 40, & 50 psf OR KILN -DRY WOOD -FILLED 2'x6 & OR 3"x8" ALUMINUM SECTIONS. - WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH ❑F RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, B 110, C 120, B 120, C 130, B 130,C O ' 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (n,b) a= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" O 2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'11" 21'-2" So m3 WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 y2' 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (n,b) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL OR5' 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 STRONG -BOLT 2 S AT 48' D.C. 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B):t 30 SON D C. ( Rbc G -BOLT 2 S ATSIMP 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2O 2"x6" FULL OR 2"x8 NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 3�' 0 SIMPSON STRONG -BOLT 2 SS AT 36' D.C. (n,b) 2"x8" FULL CH 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24. O.C. (n,b) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 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) (B) (B) (B) (B) (B) (B) 255 2"x6" FULL OR 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 AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 8T 4: a, EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b, USE 3' SQ,x/4' STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL, c. WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER SCREW IN LIEU OF (2) j/4 DIAMETER LAG SCREWS, 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 3O 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) K' DIAMETER LAG SCEWS (D) - V DIAMETER LAG SCREW (E) - :$' DIAMETER LAG SCREW 2"x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. a= 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9 o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED ED -(EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 4O 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" �� 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6" FULL OR 2"x8" NOTCHED 19' 6" 19' 6" 19'-6" 19'-6" 19'-6" 19'-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6, (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL ORLAG 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" V-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR15'-3" 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12, (C) (C) (C) (D) (D) 1 (D) I (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E)(E) W 04 C.0 o W uNM 4 V O V W a � u U)W- W LL] M M o U m Z 00 (Q M M FESS 1ayy� §5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCFWaON 4 STEL JOB N 15.1071-1 DATE 3iJ/2015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS I 0 2 0 3 0 4 0 5 0 6 a 7 A ALUM. 3004-H36 1.5 " t= 0.04" FASTENERS SHEET 8 SEE TABLE 3 o F o U o HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, 4— 2.740 SEE TABLE 3, SHEET 4 FASTENERS8 , 076 SEE TABLE 3 SHEET 300' .63 " .25'R .05' FASTENERS, SEE SHEET 4 "3� 5" S A- RAIL ROOF PANELCURS) T=.060" J FASTENERS SEE TABLE 3 SHEET 8 H o I o T= ---- — — 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" BOLT CONNECTIO 3"x 3"STL.POST (24") ° INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING 114 DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) r ALTERNATE: )-24.5" OR (2) -3"x8 -HEAD (2}1/2 -BOLT 2"x 6.5" SIDEPLATE IDBL. RAFTER / DBL. HEADER CONN.4O #8 S.M.S. EACH SIDE r— LATTICE 1 1/2" OR 2" -1 1 1 I 500" 7 rAbItNtKb, w t—"=� �t SEE SHEET 4. ALUM.ALLOY 1 FASTENERS, 1.880" SEE TABLE 3, SHEET 4 2"x6.5" OR 3"x8" RAFTER 1.75" ALUM.ALLOY 6063-T6 6063-T6 ALUM.ALLOY ALUM.ALLOY 6063-T6 6063-T6 ROHANGERED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER "H" BRACKET (2y #14 S.M.S. EACH RAFTER NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf --- - - - - - I MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED (4 -TOTAL) AT ROOF LOADS EXCEEDING 30 psf. (3) Yz''0 LAG SCREWS 1 1/2" 10# L.L =(2)#14 SMS EA. SIDE L.L=(3)#14 SMS EA. SIDE /BEAM SPLICE TO #14 SDS,;//—,20#,25#,30# 40#,50# L.L=(4)#14 SMS EA. SIDE - 1� OCCUR DIRECTLY OVER 5/8"0 PLASTIC 3 PER SIDEI (2} #14 S.M.S. EACH RAFTER POST. NOT PERMITTED PLUG WHERE J 1' 3/4' OR 1 1/2" 2 -POST UNITS @ 6 SCREWS I °e SCREW IS INSIDE Q PER SIDE `2" X 6 1/2 --OR 5" #14 SMS MAY BE USE AS 0 1 I 5" MIN. 3"x 8" ALUM. 3.5" 3.5" ALTERNATE TO H I RAFTER 1/4"0 BOLTS U) I 43/4"OR i 3.5" 3.5" � 3"x8"ALUM. 1 1/2" -- —-------- 8" BEAM I 5" X1, HEADER S U -BRACKET �j OR ❑2 W EXISTING WOOD STUD FRAMING SEE NOTES ` 3"x8" ALUM. I (E) STUCCO BELOW j I 6 1/2" SIDEPLATE EA. 2 (E) STUCCO RAFTER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L=10 psf I SIDE SEE POST SCHED. 2 EACH 1/2"0 x 3-1/2" LAG SCREWS L. L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING r) PENETRATION INTO EXISTING CORNER STUD, EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 I HEADER BRACKET 2 jRAFTER TO STUD WALL"CONNECTION 3 BEAM TO POST CONNECTION 8 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" BOLT CONNECTIO 3"x 3"STL.POST (24") ° INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING 114 DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) r ALTERNATE: )-24.5" OR (2) -3"x8 -HEAD (2}1/2 -BOLT 2"x 6.5" SIDEPLATE IDBL. RAFTER / DBL. HEADER CONN.4O #8 S.M.S. EACH SIDE r— LATTICE 1 1/2" OR 2" STUB COLUMN TO DOUBLE HEADER CONN. ( – EXISTING ALUMINUM MEMBER WITH WOOD FILL OR NOMINAL LEDGER (NEW OR EXISTING) SEE NOTE, DETAIL B. SHEET 8 FASTNERS, SEE TABLE 3, SHEET 8 TING fUCCO OR EQUAL _._ . _.._..... _ _ ._... JOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DBL, 3'x8'x0,042 BEAM OR DBL. 2'x6.5'x0.032'/0.042' BEAM I `-5/8' 0 ACCESS HOLES 3' SO. POST --/'- OST INSTALL 6 - #14 X :y4' LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER fdllL 7 COLUMN DETAIL W 6 W � C14 2 wM"2 Z OLu U ucow" W Lu M M M U 00 Z coo ((Q M Cn FESS /cit . $5.85 OF Cp,I.\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPTIM 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9OF50SHEETS 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2y #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION 1 (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2}3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ( – EXISTING ALUMINUM MEMBER WITH WOOD FILL OR NOMINAL LEDGER (NEW OR EXISTING) SEE NOTE, DETAIL B. SHEET 8 FASTNERS, SEE TABLE 3, SHEET 8 TING fUCCO OR EQUAL _._ . _.._..... _ _ ._... JOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DBL, 3'x8'x0,042 BEAM OR DBL. 2'x6.5'x0.032'/0.042' BEAM I `-5/8' 0 ACCESS HOLES 3' SO. POST --/'- OST INSTALL 6 - #14 X :y4' LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER fdllL 7 COLUMN DETAIL W 6 W � C14 2 wM"2 Z OLu U ucow" W Lu M M M U 00 Z coo ((Q M Cn FESS /cit . $5.85 OF Cp,I.\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPTIM 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9OF50SHEETS 1 2 3 0 4 0 5 0 6 7 0 8 u o r n (COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS I FAL"UM.-ALLOY- - 3.UU" UK 6063-T6 2.40" I 1.375" ' I 0 0 X75" 1.60" 1.5 .090" TYP. jlNSTALLlY2"xlY2"xY8"HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Y/g' DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T". BRACKET- - q 7/16"0 HOI FOR 3/8" N ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x YB"HDG WASHER PLATE AT ANCHORS 157"- TYP- USE FOR WOR 4" STEEL POSTS 0 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1 STEEL "T" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR W POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G. H. I,JORK 1/2 DEPTH OF SLAB SHALL BE IN f v POURED CONCRETE I I _ 12" MIN. EMBD. TABLE 1 ATTACHED ONLY 47" SQ. TABLE 2 ATTACHED AND ' -r BRACKET@ 3 -SO. POST ' FOOTING & ANCHOR BOLTS FREESTANDING W/ (4}#14 SMS EA SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM.-rBRACKET USE WITH 4 3/4' 36" ALTERNATE FTG. POST POST { � POST TYPE B,C,D, OR E. STEEL'T' BRACKET OR 9" SQ. FOOTING SIZE SINGLE POSTS BOLTS EMBED. CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" tr-22-CUBED(1) (2}3/8'0 17/8" 20" 21" SQ. 12' I I BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. 23- 8 24- CUBED (1) (2}12'0 31/4' 22" 25' SQ. 16" I (2)-3/8"0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. I SEE TABLE 1 24" 28" SQ. 20' 25' -30' CUBED (2) (4}t/2"0 31/4" 26" 32" SQ. 23' SEE FTG. 33" MINIMUM DISTANCE FROM (ICC -ES ESR -3037) 40" 60" SQ. 39" 28" 35" SQ. 25' 4 SLAB CRACK TO COLUMN. I (1%" MIN. EMBEDMENT) I DE TH dA d a 31--34-CUBED(2) (4}548.0 4' 30" 39" SQ. 28" 35--39-CUBED(2) (4}344'0 43/4" 32" 43" SO. 30' I FAL"UM.-ALLOY- - 3.UU" UK 6063-T6 2.40" I 1.375" ' I 0 0 X75" 1.60" 1.5 .090" TYP. jlNSTALLlY2"xlY2"xY8"HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Y/g' DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T". BRACKET- - q 7/16"0 HOI FOR 3/8" N ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x YB"HDG WASHER PLATE AT ANCHORS 157"- TYP- USE FOR WOR 4" STEEL POSTS 0 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1 STEEL "T" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR W POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G. H. I,JORK 1/2 DEPTH OF SLAB SHALL BE IN f v POURED CONCRETE I I 12" MIN. EMBD. M. 47" SQ. 32" ' - - FOOTING SEE TABLES 40' - 42" CUBED (2) (4}3/4"0 4 3/4' 36" 51" SO. 34' GOOD CONDITION A. (1)-7/2"121M.B. - FOR SIZE x9" LONG, 1"< FROM END NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS 38" 55' SQ. 37" 3 1/2" MIN. SEE FOOTING QUARE SEE FTG. CONCRETE (ICC -ES ESR -3037) 40" 60" SQ. 39" SPAN TABLES IN BEAM SPAN TABLE O9SQUARE INTO FOOTING 1) MAY USE EITHER STEEL T BRACKET OR ( ALTERNATE FREESTANDING BASE PLATE. 42" 64' SO. 41" I 1 EXISTING SLAB POSTS TO CONC. FOOTING —ATTACHED COVERS ONLY $� ATTACHED COVERS ONLY 2)REQUIRESUSEOFALTERNATEFREESTANDING BASEPLATE. 44" 69" SQ. 43" CUBE FOOTING W/312'SLAB �; I FAL"UM.-ALLOY- - 3.UU" UK 6063-T6 2.40" I 1.375" ' I 0 0 X75" 1.60" 1.5 .090" TYP. jlNSTALLlY2"xlY2"xY8"HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Y/g' DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T". BRACKET- - q 7/16"0 HOI FOR 3/8" N ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x YB"HDG WASHER PLATE AT ANCHORS 157"- TYP- USE FOR WOR 4" STEEL POSTS 0 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1 STEEL "T" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR W POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G. H. I,JORK 1/2 DEPTH OF I I FOOTING OR I I 12" MIN. EMBD. I j J Q A. (1)-7/2"121M.B. x9" LONG, 1"< FROM END ' ❑ W OF POST Z POURED—/SQUARE, SEE FTG. CONCRETE zi SCHEDULE IN BEAM FOOTING SPAN TABLES POST EMBED. O9SQUARE INTO FOOTING (3)-3/4"0 B FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT >" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" POST INSERT I 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 Ye" I 6 Ya" 1 WELDED STEEL BASE PLATE Q ALTERNATE FREESTANDING BASE PLATE ANCHOR L3 cy) 2 N R CO ccc) W aF u wW- w w M M M U Co Z Co (a C'7 C1� �Q� FESS Igy9 o S5885 OF CAL.\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS wWM DATE DESCRVnDN 4 STEL JOB R 15.1071-1 DATE 332015 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 0 2 0 3 0 W A L9 ■ iJ ■ 0 F o G o M o I o LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS a� m 3110 2"X6.5"X0.032" SIDE PLATES MPH 120 MPH 130 MPH EXP. B FEXP. 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 1 4 8' 3 3 3 4 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 5 5 6 6 7 a= F- F - 'm 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 T 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 55 5 13' 4 5 4 6 5 7 NOTE: 1, MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. ' /BEAM SPLICE TO Y'OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED r (E) STRUCTURE ROLL -FORMED I INSULATED ROOF PANE TERL❑CKING SEAMS, TY WALL HANGER C`p�CpR v'y� F,p �FAyj 5^ #14 SMS MAY BE USE AS 3.5" 3.5" ALTERNATE TO 1/4"BOLTS 3.5" 3.5" LU N t 3"x "x0.0 2" '(2) 2"x6 5"x0!042" 8" BEAM PLATES. DORM SEE NOTES AN BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. R L #14 SMS EA. SIDE C )LUt TOP, MID HEIGHT PEf AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES BLES POST SCHEDULE 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" 1-13" 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 r (E) STRUCTURE ROLL -FORMED I INSULATED ROOF PANE TERL❑CKING SEAMS, TY WALL HANGER C`p�CpR v'y� F,p �FAyj ROOF PLAN FASTENERS, 1T 4 SEE SHEET 4 OROOF HANGER LL -FORMED #14 SMS 2 32' D.C. MAX. IRP C4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL #14 SMS B 32' O.C. 4 MIN. PER E ALUMINUM TOP & BUTT. 0.024' ION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 W � 4 C11-3 CV M Cn 0, oo Lu N Z C) a O W—' Lu Q I U)W LL W VJ M M M U a'. r Z 00 `lq Q M Q�FFSS ICy yql o S 5885 OF CAL\ECR 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MOR( Dore DESCRIPTION 4 STEL JOB N 15-1071-1 DATE 31312015 DRAWNBY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 110F 50 SHEETS C LU N t 3"x "x0.0 2" '(2) 2"x6 5"x0!042" SIDE PLATES. SE AN R L C )LUt IN 2 PEf SP N T BLES A2 PROJEC C,� I OBJ ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, 1T 4 SEE SHEET 4 OROOF HANGER LL -FORMED #14 SMS 2 32' D.C. MAX. IRP C4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL #14 SMS B 32' O.C. 4 MIN. PER E ALUMINUM TOP & BUTT. 0.024' ION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 W � 4 C11-3 CV M Cn 0, oo Lu N Z C) a O W—' Lu Q I U)W LL W VJ M M M U a'. r Z 00 `lq Q M Q�FFSS ICy yql o S 5885 OF CAL\ECR 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MOR( Dore DESCRIPTION 4 STEL JOB N 15-1071-1 DATE 31312015 DRAWNBY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 110F 50 SHEETS I 0 2 0 3 0 4 0 5 0 6 0 7 0 8 I u I SPLICE DETAILS o U o t o 1- o G o H 0 I P -OST_& LATTICE TUBE TO RAFTER CONNECTION DETAILS 1 BEAM TO POST DETAILS 12 BEAM TO. POST DETAILS SIMPLE SPLICE FULL MOMENT 3' 1S"" 1 3" ill". 24, 8" 1"1 OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORO ) (2#10 S.M.S.@ EA VALLEY, TYP. (12) - 1114 x tl2' S.M.S. EACH SIDE OF 3' #10 S.M.S. SQ. POST (8 -TOTAL)) (8 TOT. II #12 S.M.S. II ALTERNATE: 114.0 80LT WI WASHER TYP. THICKNESS = .035 (24 TOT TYP. THICKNEYSS =.035- _ _— / EA SIDE OF 3' SQ. POST NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3,STL. C -BEAM TOTAL= (8)-1/2"0 BOLTS I SO. POST SPLICE WHE OCCUR ALUM.ALLOY 6063-T6 4" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. a' --1 I I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4' I -BEAM, AND (3) - 5/8' 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST 3" x B" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. .is I I +! I•so- 2.35' W SQ. POST 4414 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST (8-TOTAL2) ALTERNATE 114'0 DOLT WI WASHER EA SIDE OF 3"SO. POST fk,'MER FASCIA 3' SQ. POSTG BEAM O. STL. BEAM L.•�-CRAFTER "TAIL"TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS s.3a II + u + + 4 - #14 SDS 2'-0" 6 - #14 SDS II ++ ++ii++ ++ w ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED #14 x 1/2" S.M.S. TOP NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3,STL. C -BEAM TOTAL= (8)-1/2"0 BOLTS I SO. POST SPLICE WHE OCCUR ALUM.ALLOY 6063-T6 4" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. a' --1 I I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4' I -BEAM, AND (3) - 5/8' 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST 3" x B" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. .is I I +! I•so- 2.35' W SQ. POST 4414 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST (8-TOTAL2) ALTERNATE 114'0 DOLT WI WASHER EA SIDE OF 3"SO. POST fk,'MER FASCIA 3' SQ. POSTG BEAM O. STL. BEAM L.•�-CRAFTER "TAIL"TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING = 3/4" i I FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES J (6) - #14x %' TEK SCREWS BRACKET TO BEAM CVti W � CV M Z 0i 0 0 2 � W QLlJ� Lu M o U rn Z 00 Q M FESS icy 'S 5885 OF CA1-�F� 03-03-15 DURALUM IAPMO.0195 ASSUMPTION AHJ APPROVAL REVISIONS 11ARI( DATE OESCRWnON 4 STEL JOB # 15-1071-1 DATE 3/3/2015 DRAWN BY MAP CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS O O O #14 x 1/2" S.M.S. TOP AT OVERHANG j (6)-#14 SDS @ EA. SIDE 8 BOTT. (2) -TOT. TOP & BOTT. TOT.=24 SPLICE WHERE p occuas 4. 11" ROOF PANEL 00' T (i FASTENER 6 1/2' TYP. L 00 GROUP O O T ROLLFORMED OR EXTRUDED GUTTER 00 ALUM. BRACKETX 3"X 3" ALUM. OR #14 S.M.S. @12-O.C. ALUM. ALLOY 16 1' STEEL POST FASCIA 6063-T6 3,-0'4 6 1/2'x2'x.024 2' 1"_ _ •L" -SEE TABLE , 7" 1 -BEAM MOMENT C -SPLICE "U" BRACKET - RAFTER TO BEAM �-- RAFTER` --- . 1 %2" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 ` "'U" BRACKET - RAFTER TO BEAM 17 3.125" FOR 3 x RAFTER ALUM. ALLOY 3105-H25 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE 2.125" FOR 2 x RAFTER ' ALUM. ALLOY 3105-H25 #8 x 2 "SMS, 2 1/2" @ 3' O.C. MIN. 1 1/2" t = .040" @ 6063 T6 �� 1.50" OR 3112', TYP. UP TO 6"O.C. MAX. .28" I z^ I nn L �f GB" (6)- TEKSCREWS RA BRACKET TO RAFTER �/2• MIN, —� 8' } —� • .018' RAFTER O (6) - #14x %' TEK SCREWS BRACKET TO BEAM CVti W � CV M Z 0i 0 0 2 � W QLlJ� Lu M o U rn Z 00 Q M FESS icy 'S 5885 OF CA1-�F� 03-03-15 DURALUM IAPMO.0195 ASSUMPTION AHJ APPROVAL REVISIONS 11ARI( DATE OESCRWnON 4 STEL JOB # 15-1071-1 DATE 3/3/2015 DRAWN BY MAP CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS e a b° m o 0 0 1 t 1 � ? W EXISTING WALL 1 1 V z CJI � V 1 D V O CJI .A. do _cn 1 CO O v CJf O tD 1 CO O V CA Z 0 D o J J O � (b r (n O o (A � T 109 E ESCALONES ' m m /\ ° Om -� c, cn SAN CLEMENTE, CA 92672 y X � O Cb m m CA N z cn �'`�''; 949.388.93331 FAX 949.388.3773 r 2 Z � � rn G) z �_ O co Z N g J o co W r w m m N �Z � O O Cb 0 A Z -p N -+ 2 � c z vm� N Z � N cn O O O rn Z Z � .1 m N -' p C0 Z Z D O Ct z Z m Z o O � Z Z Z O 12 n Z Z Z Z�� N m "D � 'U N m b � o m X X m � cn z z � C Z -' Q D m ° I IP -� TX W D CD ° 0 y r Ln T i 1 T 11 ro DT ° W m w � O m D � z D r r m D z D D m T U% D ro z M WA W N � m r m 0 o N rn b Q 'm^ CD in m n D m Z � O /cf) Co O .''.' X D .t►,:; -1 x 0 0 1� _ m m Dm ; ^Z^ UJ Z D *k N z r p U j v � 00 N R7 n D D to —I ro mC �n 1W1-1 m ° z b 9 z � o D2 mcn co Mc O N �z G) _; ZC DC Z ;7 z 2 0 � _ Z nv + o A = u - Zm D Z my mD Z m r > z ? e m b° m 1 t 1 � ? W rn 1 1 V � CJI � V 1 1 V O CJI .A. do _cn 1 CO O v CJf O tD 1 CO O V CA CT 0 D o J J O � (b r (n o� o (A � T 109 E ESCALONES ' m m /\ ' ` c, cn SAN CLEMENTE, CA 92672 y � O Cb V CA N z cn �'`�''; 949.388.93331 FAX 949.388.3773 r 2 Z � � rn Z N g J o co W r w N � O O Cb ~ A Z -p N -+ O � � N Z � N O O O rn Z Z � .1 N -' p Z Z O Ct Z Z Z O � Z Z Z Z Z Z Z�� N � "D � 'U N m b° m 20 D =O A Z m _ g o a D — REG/ST �� A _cn m -Ci O cn D> c o 2 �TCAE/VG/NEER//VG D o o� o (A � T 109 E ESCALONES ' m m ' ` c, cn SAN CLEMENTE, CA 92672 y z cn �'`�''; 949.388.93331 FAX 949.388.3773 r 2 Z � � rn A o B o C o' - 0 o E o F - o G o H e I e JLl 00 BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED &FREESTANDING 10 PSF LIVE SOLID COVERS LOAD - 110,120;130 MPH - EXP. B & C 1,52' A 6.5" ROLLFORM D17 z :61' 1, 9' 6. ' 2, 7' 0.73' ,038' 2, 8' space WHERE occu I I 11 0.075' I II 3' TYP, I I �-----I SPLICE WHERE occuas 4, ' 0.070' TYP, EXT. a SPLICE I WHERE occuRs 4 � I OTYP., I L-- -----� - T=12 GA. ASTM A653 SS GRADE 50 G60 3, ' 032' ALUM. 1--3.0' ,. T r2^ 1� Q r MAX.COL. SPACING ON SLAB (2) (g) } F p o !2§ ATTACHED SOL/D FREESTANDING SOLID a r p p m It MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 18 11'-9" 20 B 11'-s" 26 11'-4" 28 G 5, 6' 6' 10'-9" 18 10'-9" 21 B 10'-9" 26 10'-4" 27 G 9'-8" ! 19 10'-0" 21 B 10'-0" 26 9'-8" 27 G , ] 0 3 6.5" ROLLFORM A ALUM. ALLOY 6063-T6 3.0' MAG BEAM B ALUM. ALLOY 6063-T6 4" I -BEAM C' ALUM. ALLOY 6063-T6 4.5" MAG GUTTER � ALUM. ALLOY 6063-T6 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 J v/ LL. (n a 8'-6" 8' g'-4" 19 9�" 22 B 9'-4" 26 9-1 26 G , 8 ]'-]" 9' 8'-10" 20 8'-10° 22 p v 6'-10" 27 8'-7" 26 ^j 9' 6'-9" 10' 8'-6" 20 8'-6" 23 B 8'-6" 27 8'-1" 27 G 10' 6'-2" 11' 8'-1" 21 23 C 8'-1" 27 T-9" 28 G 11' 0 ' SPLICE T�•1uWHERE ALUM. _ occuRs sos3-Te 12' 7'-8" 21 7'-6" 24 C 7'-8" 28 28 G 12' 6.6 6' 7, ' 8,0' 4 0 0,110' 1.042' 6' 032' 6' ( 0.042' TYP, TYP. TYP. TYP, I I I ( 1,75' 0'�MAX---J-,2.0'-I I-,2,0'�MAX-1-�2,0'--I 9 ,0' I DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM F ]" I -BEAM I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004 H36 ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL 6063-T6 = N r MAX.COL. SPACING ON SLAB (2), (g) <= F F- D O7 3 � ATTACHED SOLID FREESTAND/NG SOLID Q = � ~ m 3 � pOST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE '-]„ 13ASTM 5, 11'-9"1 -7" 19 21 B 11'- 0'-10" 229 �j 5 11'-4" 6' 10'-9" 19 10'-7" 22 B 10'-s" 27 10'-0" 28 G 6' s'-$" ]' 10'-0" 20 9'-10' 22 B 10'-0" 27 9'-3" -:-2-8 \ G ]' 8'-6" 8' 9'-4" 20 9'-2" 23 B 9'�" 26 27 G 8' 5 0 �� W/ (1) "C" INSERT �� ALUM. ALLOY 5. 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY r=,z oR 6063-T6 ,,,,—T-120 ASTM NOTE: 8.0' 7.8 $' es3ss cso GRADEso 8.31 WHERE'C' SPLICE OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE 0,042' GRADE 50 FULL LENGTH OF THE 7' I -BEAM. TYP. c50'042' TYP. J in � � � O � ],-]„ 9' 8'-10" 21 8'-8" 23 B 8'-10" 27 8'-2" 28 G 9 6'-9" 10' 8'-6" 21 8'-3" 24 B 8'-6" 27 7'-g" 28 G 10' 6'_2" 11' 21 7'-10' 24 B 27 7'-6" 29 G 11' 5'_8„ 12• 7'-8" 22 7'-7" 25 C 7 -8" 28 7'-2" 30 G 12' s 11 .625' _T;=75' e ��4,0'�` 3.0' 3.0' MAX, MAX. DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0:042" BEAM 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT � MAX.COL. SPACING ON SLAB It ¢ _ p p m3 ATTACHEDSOLID FREESTANDING SOLID ¢ _ � � > p m� � ~ MAX•POST FTG. SPACING (IN.) (SP SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) ( (1) MIN. POST TYPE n L ALUM. ALLOY 3004-H36 0 -TS TM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60 OR EQUAL G O 13'-]" 5' 11'-g" 20 11'-2" 22 B 11'-7" 29 10'-6" 30 v. 5, 7 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: 'SAMPLE- N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 - . EXPOSURE B NOTE: WHERE 12 AND 14 GA. STEEL INSERTS FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED M � f 11'-4" 6 10'-9" 20 10'-2" 23 B 10'-7" 28 9'-7" 30 G , 6 9,_$., ], 10'-0" 21 9'-6" 23 B 9'-9" 28 8-10 29 �. ], 8'_6 „ $ g'�" 21 $'-1 O" 24 �+ 9'-2" 27 8'-3" 29 AT 10 8 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 91/4' MINIMUM.5'-$„12'7'-8" MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 0 B WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. - — OF THE 3•x8° BEAM. 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 (n LL ♦� 7]„ 9, 8',10" 22 ' 8'�" 24 - B 8'$" 27 7'-10 29 , $'-6" 22 8'-3" 28 IG1 ti W � CV ao � Z O U Z � ) W � W W M M O U00 00 � Q M O� FESS I(� .$58.85 "WIDE BY THE SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 8 30 psf.MAY BE REDUCED BY 6"FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE v!6-9"1Og-0"25B7'-&"30EACH a8'_1"23 Q6'-2" 11'7'-7"25C7'-2"31OCCUR B7'_10"29WHERE 23�7'-7"29 7'-1" 25 31 AT 10 8 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 91/4' MINIMUM.5'-$„12'7'-8" MAXIMUM COLUMN SPACING ON EXISITNG SLAB. � OF CpI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS n+nwc antE Dsccnwnoa 4 STEL JOB q 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 14 OF 50 SHEETS I 0 2 0 3 4 A o B o C 0 D o E o F o G e H o I e J co 0c; LLI 0 0 0 ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C B MAG BEAM C 4" I -BEAM D 4.5" MAG GUTTER 3" SQ. ALUM. W/ 12 GA. E STL."U" CHANNEL F 7" I-BEAMLo ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID _ T MAX.COL SPACING _ �o MAX.POST 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. ¢ j o ^.^.L I..L ON SLAB m3 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 (2) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (�) TYPE (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 10'x" 17 -:-:19 B 9'-6" 25 G 13'-7" 19 B 12'-4" 27 G 13'-3" 19 B 12'-2" 27 G 13'x" 19 B 12'-1 27 G 23'x" 22 E 21'-3" 31 G 5, O 10'x" 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 ll, -g,,-:-28 12'-3" 20 1'-10 28 23'x" 25 20' 8" 33 6 9'-9" 18 B 8'-10" 24 G 12'-9" 19 B 11'-8" 26 G 12'-2" 19 B 11'-6" 26 G 12'-7" 19 11'-s" 26 B G 22'-0" 23 E 20'-0" 30 G , 6 �- ll' -4- 20 8'-8" 26 12'-9" 22 11'-4" 28 12'-2" 21 11'-2" 28 11'-3" 21 11'-0" 28 22'-0" 26 19'-6" 32 i 9,_8" �, 9'-3"9,-3" 121 B 8'-68'-3" 226 G 12'- 223 B 11'- gip, 227 G 111 1"1 222 B 10'-110,_7„ 227 G 12'-0"p,,,4„ 221 B 11'-0'0,-2" 227 G 20'-10'110 227 E 19'-0°8,-7" 332 G 7' 112'-2" -9" -3" J 8'-6" $' 8'-10" 19 B 8'-2" 25 G 11'-8" 21 C 10'-7" 27 G 10'-7" 20 g 10'-4" 27 G 11'-6" 21 C 10'-6" 27 C7 20'-1" 25 E 18'-2" 31 G $, 8'-10" 21 '-10" 25 11'-8" 23 10'-4" 27 10'-7" 23 ,0'-2" 27 9'-s" 22 B 9'-7" 27 20'-1" 28 17'-9" 31 , 7-7 , 9 8'-7" 19 B 7'-9" 26 G 21 C 10'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" J-21 C 10'-1" 28 G 19'-2" 25 E 32 G 9' � 8'-7" 22 7'-7" 26 24 10'-0" 27 --10'-0' 23 9'-7" 27 9'-2" 2 B 9'-0" 27 19'-2" 28 17'-1" 32 6'-9" 10 8'-3" 20 B 7'-7" 26 G 10'-6" 22 C 9'-10" 28 G 9'-6" 21 C 9'-s" 28 G 10'-4" 21 C 9'-9" 28 G 18'-3" 26 -:;:2-9 E 6'-10" 32 H , 10 22 27 10' 6" 24 9'-7" 28 9' 6" 23 9'-2" 28 8'-9" 23 B 8'-7" 27 18'-3" 16' 6" 32 6'-2" 20 B T-4" 27 G 10'-0" 22 C 9'-7" 29 G 9'-1" 21 C 28 G 9' 22 C 9'-s" 29 G 1T-4" 26 E 16'-a" 33 H 11' Q 23 7'-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-9" 28 8'-4" 23 8'-2" 28 17'-4" 29 16'-0" 33 r 5'-8" 12' 7'-7" 21 C 7'-2" 27 G 9'----91.7" 22 E 19'-3" 29 G 8'-8" 21 C 8'-8" 29 G 9'-6" 22 9'-2" 29 C '-10" G 16'-8" 27 E 16'-0" 34 Fi , 12 7'-7" 23 7'-0" 28 25 29 8'-8" 24 28 8'-0" 23 28 16'-8" 30 15'-7" 33 � ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDINGSOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID � ^.^1.. SPACING Do m MAX.POST FTG. SPACING (IN.) MIN. POST MAX.POST FTG. SPACING MIN: POST MAX.POST FTG. SPACING (IN.) MIN. POST MAX.POST FTG. SPACING MIN. POST MAX.POST FTG. SPACING MIN. POST MAX.POST FTG. SPACING MIN. POST MAX.POST FTG. MIN. MAX.POST FTG. SPACING POST SPACING (IN.) MIN. POST MAX.POST FTG. SPACING (IN.) MIN. POST MAX.POST FTG. MIN. SPACING (IN.) POST � o m I..L ON SLAB � (IN.) (IN.) (IN.) (IN.) (IN.) � (Z) (g) of (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 13'-7" 5' 10' 4" 18 B 9'-6" 26 G 13'-7" 19 B 12':i"--_- 28 G 13'-3" 19 B 12'-2" 28 G 13'x" 19 B 12'-2" 28 G 23'-4" 23 E 21'-3" 33 G 5, O 10'-3" 20 9'-0" 28 13'x" 22 11'-" 30 13'-1" 22 11'-s" 30 11'-2" 21 ---11'-0' 29 23'-1" 27 20'-1" 34 H 6, 9'-9°s'-8" 1 B 8'-108'-6" 227 G 12'-9''2'-8" 223 B 11'-8"1 229 Cj 121 12'-0" 223 B 11'-60'-10' 229 G 12'-610,-3" 222 B 11'-610=0 228 G 22' 228 E 20'-0'91 334 G 6, � 11,-4" 21 -1" 21'-9" 1 -LL 0" Fi � 9,_8„ 7, 9'-3"g,-2" 1 B 8'-6 227 C7 121 224 B 10-6" (j 11'3" 223 B 10'- � 229 C7 11'-79,-0„ 222 B 11'-09'-3" 228 G 20'-1 0'-8" 229 E 19'-0"8,-0" 333 G 7, 22 8'-1" 12'-0" 1'-1" 0'-3" Fi J 8'-6" $' 8'-10" 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" [28 G 10'-7" 21 B 10'x" 27 G 10'-1 21 6 10'-6" 27 G 20'-1" 26 E 18'-2" 31 H $, 8-9 23 7'-8" 27 11'-6" 25 10'-1" 10'x" 24 9'-9" 28 8'-10 23 8'-8" 27 19'-9" 29 17'-3" 33 , „ � 98'-s"2328G0'-10' 8'-7" 20 7'-s" 26 11'-1" 22 C9'-8" G 10'-0"21 C 10'-0"27 G 10'-3" 22 C 10'-1" 2827 G E 17'-s" 329'7-7 H 25 9'-9" 24 B 9'-3" 28 8'�" 23 B 8'-z" 28 18'-9" 30 16'-7" 33 6'-9" 10, 8'-3°8,-2" 224 B 7'-7'7,-2" 228 G 10'-6"p,-3" 226 C gcr '-109'-4" 228 G g'-6" -6"9,-3" 225 C g'-6 8 228 C7 g -8 9,-9"8'-0" 224 C 228 Cj 18'-17,-10' 231 E 6-105,_1" 332 H 10' � -s" B 7'-s" 6'-2" 11' B -4 T-4" 229 G 10'-09'-9" 226 C 9'-7 9 229 G 9'-18'-10" 225 C 9'-1" 229 G 9'-3" 28 9'-3"7',.6" 224 C \7 17'-4'�,-1" 231 E 16'-4°5,-7" 333 H 11' O 7'-0" -1" �„ B 7'-6" � 5'-8" 12' 7'-7" 21 C 7'-2" 28 G 9'-7" 23 E 9'-3" 29 G 8'-8" 22 C 8'-8" 29 G 8'-10" 23 29 G 16'-8" 28 E 6'-0" 34 1!5-1f"i , 12 7'-6" 24 6'-9" 30 9'-4" 26 8'-s" 30 8'-4" 25 30 6'-10" 24 B 7'-2" 30 16'-4" 32 15'-1" 33 s ATTACHED SOLID FREESTANDING SOL/D ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAx.POST 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. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. � o j p ^= n 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 � 0 C � (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 5, 10'-40'-0" 121 B 9'-38'-8" 229 G 13'-1'3'-1" 223 B 12'-1"�1,�„ 331 Cj 13'-12'-7" 223 B 12'-0"1,-2" 231 (j 12'-610,-3" 222 B 12'-00-1 230 (j 23' 228 E 20'-19,-7" 336 H 5, O 22'-6" j L8'- r 6,9'-s"ss"222B8-98'-2"228G12'-924"224B11'-6"0,-8"230G12111'6"224g11'-30'-7"230G11'-4'9-4"222B11'-39'-2"229G2212"1-2"229E19'-8"'�"335HI6, 1 7'9'-3" 20g27G12'-2"22 B 10'-19G11'3"22g10'-8" 29G10'7"21B10'-7" 28G20' -127E18'-9"33 H7, 9'-0"2328 11'8"25 C 10'-2"3010-8"2410'-0"308'-9" 238-7"2920'-2"3017'-6" 35 I $ 8'-10" 218'-0"26 B G 11'-8"23 C 10's" 28 G 10'-7" 22 B 10' 3" 28 G 10'-0" 22 B 9'-10" 28 G 20'-1" 27 E 18'0"33 H ' $ILL 8'-7" 24 7'-6" 28 11'-1" 26 9'-9" 30 10'-0" 25 9'�" 29 8'-2" 23 8'-0" 28 19'-2" 31 16'-9" 34 �,_7„ 9' 8'-7" 22 B 7'-8" 27 G 11'-1" 23 C 10'-1" 28 G 10'-0" 23 B 9'-s" 28 G 9'-4" 22 B 9'-4" 28 G 19'-2" 28 E 17'-3" 32 H 9' 8-3 24 7'-2" 29 10'-6" 26 9' 4" 29 B 9'�" 25 C 8'-10" 29 7'-8" 24 7'-7" 29 18'-1" 31 225 16'-1" 34 7-1'6,-7" 231 G 917"9'-1" 228 E 6'-9„ 10, 8'-3"=10" 225 B 7'-6'�,-0" 230 C7 10'-9'-10" 227 C 9'-8"g,-1" 230 G 9'-6- -08'-0" 225 C 91-38-1" 230 G 8'-107-0" 224 B 8-10-2" 230 G 18'-17'-2" 232 E 16'-8"5,-7" 334 H 10' B I a' 6'-2" 11' 8'-0" 23 B 7'-3" 29 G 10'-0" 24 C 9'-4- 29 G 9'-1" 24 8'-10" 29 G 8'-6" 23 C 8'-s" 29 17'" 29 E 16'-2" 33 H 11' B 31 9'-6" 27 E 8'-s" 31 7'-9 2 1` W CV � M w w � C'7 o U rn Z oho M �Q rn Q�FESS I�! a S5885 OF CA10F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPRDVAL REVISIONS Mnax acre osscrswnoN 4 STEL J08 # 157071.1 DATE 313121115 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & C G " 25 7'1}" 31 6'-4" 24 B 16' 4" 33 15'-1" 33 I 12, 225 C 7-1'6,-7" 231 G 917"9'-1" 228 E 9'-28,,x„ 231 �7 8-8"7,-1" 225 C 231 C7 81-2"5-s" 224 C 8-116'-7" 231 Cj 16'-a'5,-9" 333 E 15'-B'4,-8" 333 H 12� B I FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -15 15 OF 50 SHEETS I 0 2 0 3 0 4 a s s c 1 , A o B o G o u o 0 F o G o H o I o ot 2 ti WC.0 00 2 Lu 0? ZO U w auj� VU)W� W�cce Wich ' O Z CO � M rn co MESS l(� S5885 OF CALL\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE oESLnvnoN 4 STEL JOB N 15-1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 16 16 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7" BEAM 7"1 -BEAM ' G W/ (1) "C" INSERT H W/ (2) "C" INSERTS it DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" *3"W0.042" BEAM �i� OR K } Z)= ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAx.POST FTG. MIN, MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX.POST MAXPOST FTG, MIN. = MAX.COLSPACING SPACING o j0 ON SLAB !2'§ SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR 3"x6' (IN.) POST SPACING FOR DBL. SPACING FOR 3"x8" (IN.) POST m �� C (2).(3) H (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM 1 () TYPE 2'x6.5'xO.032 BEAM 1 () TYPE H 13'-7„ 5, 26'- 26'-9" 22g E 24' 334 G 29'6"29'-6" 227 E 26--26,-2" 335 H 16'-016,-0" 222 B 16'-0"5,-3" 230 G 13'-112'-7" 13 121 B 13'-i2-3" 13'-8°2,_7„ 229 G 5 C 23'-8" H I 2'-10" 6' 25'-3" 24 E 23'-0" 31 G 27'-9" 25 E 25'-3" 32 G 14'-7" 20 B 14'-7" 28 G 12' 1" 12'-6" 19 12'-1" 12'-6" 27 G , 6 r- 11'-4" 25'-3" 27 22'-4" 33 H 27'-9" 28 24'-7" 34 H 14'-7" 23 14'-0" 29 11'-6" 1'-9" 21 B 11'-2" 11'-6" 28 9,_8„ 7' 24'-0"24'-0" 228 E 21'- 21'-3" 333 G 26'-4"26'..4„ 229 E 24'-0"3,x„ 334 H 13'-6113 223 C 13'-6"3,-0" 229 G 11'-1'0-8" 11 222 B 11'-10'x" 11 227 G 7 H -6" 0'-10" 10'-8" .I 8'-6" $' 23'-0" " 26 E fi 25'-3" 27 E 23'-0" 33 12'-8" 21 C 12'-8" 28 G 10'-6" 10'-1 " 20 B 10'-6" 10'-1 " 27 G 8' 23'-0 29 2 25'-3" 30 22'-4 33 12'-8" 24 12'-2" 28 10'-0" 10'-2" 22 9'-9" 10'-0" 27 7'-7" 9' 22'-1" 27 E33 H 24'-3" 27 E 22'-1" 34 H 12'-0" 22 C 12'-0" 29 G 9'-10" 10'-2" 21 C 9'-10" 10'-2" 27 G 9' LL 22-1" 30 24'-3" 31 21'-7" 34 I 12'-0" 24 11'-6" 29 9'-a" 9'-8" 23 B 9'-2" 9'-4" 27 6'-9 10' 21'x" 27 E33 MI H23-6" 23'-6" 28 E 21'-4" 35 11'-4" 22 C 11'-4" 29 G 9'-4" 9'-2" 21 9'-4" 9'-2" 28, 106,_2„11,20' 21' 4" 31 32 20'-9" 34 11'x" 25 0'-10" 29 9'-0" 9'-2" 23C 8-9 8'-6" 27G 8"0 281 E I 22'-91 232 E 20' 335 10'-100.10" 225 E 10'-10" ,�, 329 G 9 -0 $ 8 48,1}„ 223 C 9 -0'8' 81} 228 G 11' _8" 4 _y„ 20'-2" -7" 4" 7'-8" 12' 20'-1" 28 E 18'-3" 35 I 22'-1" 29 E 20'-1" 36 J 10' 4" 23 E 10'-4" 30 G C 8'-7" 7'-8" 28 G 12' 20'-1" 32 17'-9" 35 22'-1" 33 19'-7" 35 10'4" 26 10'-0" 30 8'-2" 7'-8" 23 8'-0" 7'-1" 28 ATTACHED SOLID FREESTANDING SOLID . ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID T Z MAX.COL. SPACING �o . MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX. POST MAKPOST FTG. MIN. MAX.POST MAX.POST FTG. MIN. j o ON SLAB m .) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR 3"x6" .CIN.) POST SPACING FOR DBL. SPACING FOR 3"x6" (IN.) POST m 3 C (2)� (3) F TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6.5"x0.032' 7 BEAM (1) TYPE 2'x6.5"x0.032" BEAM (1) TYPE 13'-7„ 5, N1O E 24' 336 H 29 229 E 26'-25°�" 336 I 16'-0'4-10 222 B 16'-0'4,-7 331 G 13'-1'2_7 13'-8; 221 B 13'-;2-3 13'-8„1'-6" 230 G 5 C 8 23'-1" I 2'g'-2" K _8" N 6' E 23'-0" 33 H 27'-9" 26 E 25'-3" 34 H 14'-7" 20 B 14'-7" 29 G 12'-1" 12'-6" 20 B 12'-1" 12'-6" 28 G 6, 9 21'-9" 35 I 27'-6" 30 23'-10 36 K 13'-8" 23 13'-4" 31 11'-6" 10'-8" 22 11'-2" 10'-6" 29 i 9,_8„ 7, 24'- 23'-8" 230 E 121'-9:,-,0,-8" 334 H 26'-4"26'-1" 231 E 24'- 22,-9" 335 H 13'-612,-8" 223 C 13'-6'2, 230 G 11'-110'-8" 11 223 B 11'-1'0 11,_79,-8" 228 G 7' I 1 a" 10'-0" 4" J 8'-6" $' 23'-0" 27 E 20'-1 32 H 25'-3" 28 E 23'-0" 33 H 12'-8" 21 C 12'-8" 28 G 10'-6" 10'-1 21 B 10'-6" 10'-1 27 G 8' 22-8 31 19'-9" 34 25'-0" 32 21'-9" 35 I 11'-10 24 11'-7" 30 10'-0" 9'-3'; 23 9'-9" U) 7'-7" 9' 22'-1" 28 E 20'-1" 33 H 24'-3" 29 E 22'-1" 34 H 12'-0" 22 C 12'-0"' 29 G 9'-10" 10'-2" " 22 C 9'-10" 10'-2" 28 G 9' LjL 21 -9" 32 19'-0" 34 24'-0" 33 21'-0" 35 I 11'-2" 24 11'-0" 29 9' a" 8'-9" 23 B 9'-2" 8'-7" 28 6'-9 10' 21' 4" 28 E 19'x" 34 H 23'-6" 29 E 21'-4" 35 11' 4" 22 C 11' 4" 29 G 9'-4" 9'-2" '-a" 22 C 9'�" 9'-2" 28 G , 10 21'-1" 32 18'x" 33 I 23'-2" 33 20'-2" 34 10'-8" 25 10'-4" 29 9'-0" 24 B 8'-9" 7'-9" 28 „10" '8' 6,_2„ 11, 20'8"20'-4" 233 E 18'-97 334 I 22'-9",-6" 334 E 20'- 335 I 10 225 E 10, 9 329 G 9'-0 8 �6 224 C 9 8'-4" 229 G 11' C -9" 9'-7" J 10'-2" 8, 7" =0" a" 7'-1" r5'-8" 12' 20'-1" 30 E 18'-3" 35 I 22'-1" 31 E 20'-1" 36 J 10' 4" 23 E 10' 4" 30 G 8'-7" 7'-8" 22 C 8'-7" 7'-8" 28 G 12' 9'-10' 34 17'-3" 34 21'-10' 35 19'-1" 35 9'-9' 26 9'-6" 30 8'-2" 7'-4" 24 8'-0" 6'-7" 30 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX.POST MAX.POST MAX.COLSPACING SPACING H 0 o j o ^ I..L ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING FBEAMOR 6• (IN•) POST SPACING SPACING FBEAM6' TG;. T m3(2)(g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5' 00FOR 32' (1) TYPE 2x6.5' 0032" E c 13'-7" 5' 26'-9" 26 E 24'-0" 35 I 29'-6" 27 E 26'-4" 36 K 16'-0" 22 B 15'-7" 32 G 13'-2" 13'-1" 20 B 13'-2" 13'-0" 27 G 5 25'-9" 29 22'-4" 37 K 28'-6" 30 24'-8" 38 13'-8" 24 13' 4" 32 12'-7" 0'-9" 22 12'-3" 10'-7" 29 r 6, 25'-34'-3" 230 E 22'-7"1'-1" 337 I 27 231 E 24'- 23,-3" 337 I 14-712,-7" 224 B 14'- 92'-3" 332 G 12,_;„1 12'-0° 21 12'-l" 11_1 228 G 6' 11,x„ K 26'-9" K 6 -10" 23 B 1 -2" 9,-8„ 9'-8" 7' 24'-0" 28 E 21'-6" 34 H 26'x" 29 E 23'-8" -22--1" 35 1 13'-6" 23 C 13'-2" 30 G 11'-2" 11'-1" 22 B 11'-2" 11'-1" 27 G 7' 23'-1" 31 20'-1" 36 K 25'-6" 32 37 K 11' 8" 25 11'-4" 31 10'-8" 9'-2" 23 10' 4" 9'-0" 27 J 8'-6" 8' 23'-0" 29 E 20'-7" 34 H 25'-3" 30 E 22'-8" 35 I 12'-8" 24 C 12'x" 30 G 10' 6" 10'-4" 22 B 10' 6" 10'x" 27 G 8 22'-1" 32 19'-2" 36 I 24'-4" 33 21'-2" 37 K 10'-10 26 10'-8" 30 10'-0" 8'-7" 24 9'-9" 8'�" 27 ui 7'-7" 9' 22'-1" " 29 E 19'-9" 34 H 24'-3" 30 E 21'-9" 34 I 12'-0" 24 C 11'-8" 29 G 9'-10" 9'-9" 23 C 9'-10" 9' 8" 227 G 9' 21 -3 33 18'-6" 35 I 23'-6" 34 20'-4" 36 K 10'-3" 26 10'-1" 30 9' 4" 8'-1" 24 B 9'-2" 10" LL 6,_9„ 10, 21'4"20'-7" 334JE 9'-17,-10 335 H 23 335 E 21'-19,-8" 336 1 11-4 227 C 11'-19'-7" 230 G 9 4 9 -2" 225 C 9 4 8'-9 227 G 10' I 22'-8" J 9'-9" 9 -0" _8" 8 -4" 7.2" 6'-2" 11 20'-8" 318'-6" 34 I 22'-9" 32 E 20'x" 35 I_410'-1 25 E 10'-7" 29 G 9'-0" 8'�" 23 C 9'-0" 8'-0" 28 G , 11 CD 9'-10' 3517'-3" 35 J 22'-0" 36 19'-1" 36 J 9'-4" 27 9'-2" 31 8'-7" 4" 25 8'-0" 6'-7" 28 5'-8„ 12, 20'-1 3358'-0 334 I 22 337 E 19'-18-6" 335 J 10' 4'9,-0" 227 E 10'-28 331 H 8'-7 8 7 -8"'-10" 2p5 �i 81-7 7 228 9'-3" 6,-9" J 21'-3" -9" G -2" 7,�" 6,-0" ot 2 ti WC.0 00 2 Lu 0? ZO U w auj� VU)W� W�cce Wich ' O Z CO � M rn co MESS l(� S5885 OF CALL\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE oESLnvnoN 4 STEL JOB N 15-1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 16 16 OF 50 SHEETS ti W � 00 Z M M w � OZ U W QLu� u�w� W � M L1J w M o U � Z � �M oi �t rn FESS ICYyy! S 5885 � OF CAOF� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS [MARKff1ATEI oescaPnon n STEL jos a 15-1071- 1 A o 8 o C o D o E o F o G o H o I o J ATTACHED FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT 0 } ATTACHEDSOLID FREESTANDINGSOLID ATTACHED SOL/D FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID } MAX.COL. SPACING o_ MAX.POST FTG. MIN. MAX.POST FTG. MIN MAx.POST -P 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. MAX.POST FTG. MIN, j p ^=^ L L ON SLAB m 3 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 (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 13'-7" 5, 19'-3" 21 19'-3" 30 18'd8-4" 223 Ci 18'x'7-8" 331 C7 20'-120,-1" 224 Ci 20'-119-4 332 G 251 226 E 25'-14,1 334 H 28' 227 E 27' 337 J 5' 2 O 18'-1" 23 C 17'-8" 31 G 5'-10" 0 28'-4" 27'-0" 17'-7" 22 C 17'-7" 29 G 16'-1- 21 C 16'-9" 29 G 18' 4" 22 C 11!::117 8'-4" 30 G 23'-8" 24 E 23'-8" 32 H 25'-1 25 E 25'-1 34 J 6 r- 6 16'-6" 24 16'-1" 31 16'-9" 24 16'-2" 31 25 17 31 23'-8" 27 22'-9" 33 5'-10" 27 � 9'-8" 16'-3" 22 C 16'-3" 29 G 15'-7" 22 C 15'-7" 29 G 17'-1" 22 E 17'-1" 30 G 22'-0" 24 E 22'-0" 32 H 24'-0" 25 E 24'-0" 34 J 7, 7' 15'-3" 24 15'-0" 30 15'-7" 24 15'-0" 30 17'-1" 25 16'1F" 31 22'-0" 27 21'-1" 33 24'-0" 28 23'-1" 35 0 8'-6" 8' 15'-3" 23 E 15'-3" 30 G 14'-7" 22 E 14'-7" 29 G '-0" 23 E 16'-0" 30 G 20'-7" 25 E 20'-7" 32 H 22'-6" 26 E 22'-6" 34 J 8, ...� 14'-4" 25 14'-0" 29 14'-7" 25 14'-1" 29 16'-0" 26 30 20'-7" 28 19'-9" 32 22'-6" 29 21'-7" 34 7 9' 14'14" 23 E 14'-4" 30 C7 23 E 13'-9" 30 G -1" 114'-3. 23 E 15'-1" 21 G 19'-4" 25 E 19'-4" 33 H 21'-2" 26 E 21'-2:----135 J 9 � -7" 13'-7" 25 13'-2" 30 13'-9" 26 13'-3" 30 15'-1" 26 14'-6" 30 19'-4" 29 18'-7" 32 29 20'14" 35 3 6,_9„ 10, 13'- 226 E 13'-8 330 C7 131 13'-1" 226 E 13'-11"2 330 G 227 E 14'- 231 G 18'-48 22g E 18'-4"7'-8" 333 20'-120,-1" 230 E 20'-119'x" 335 J 10' 2'-10" 2'-7" -7" 4'-3" g -9" -4" 6'-2" 11' 13'-1" 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 H 19'-2" 27 E 19'-2" 36 J 11' Q 12-3 26 12'-0" 30 12'-6" 26 12'-0" 30 27 13'-1" 31 17'-7" 30 6'-10' 33 19'-2" 30 18'-6" 35 r 5'-8" 12'-6" 24 E 12'-6" 31 G E 12'-0" 31 G 13'-1" 25 E 13'-1" 32 G 16'-9" 27 E 16'-9" 34 H 18'-4" 28 E 18'-4" 36 J 12' 12' 11'-9" 27 11'-6" 31 11' 6" 31 28 32 16'-9" 30 16'-2" 34 I 18' 4" 31 17'-8" 36 } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } 4 T J.. SPACING �x � ~o a j p MAX.POST FTG. MIN. MAX.POST 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. ON SLAB SPACING (IN.) POST SPACING 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 (2).(3) � (SPAN) (1) TYPE (SPAN) 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 w 13'-7" 5' 19'-3" 22 C 19'-3" F32 G17'x"2417'-0"33H 18'11" 22C18'-4"31 G20'-1"22 C20'-1" 32 G 25'-124E25'-134 H 28'x" 25E27'-8" 35 I5, O1 -6"24B16'-1" 19'-0" 2518' -6"33H24'4"273' -1036K26'-8" 2826' -1"37r6'17' 0 cm -7"23C 17'-7" G 16'-9" 22 C 16'-9" 31 G 18'-4" 23 C 18'-4" 31 G 23'-8" 25 E 23'-8" 33 H 25'-1 26 E 25'-1 34 H 6, 15'-1" 25 14'-8" 32 5'-10' 25 15'-6" 32 17'-4" 26 17'-0" 33 H 22'-3" 28 21'-9" 35 I 24'-4" 29 23'-9" 36 J � 9,_8„ 7, 16'-14,-0" 225 C 16'-13'-8" 331 Cj 15'-14-8" 226 C 15'-14 331 G 17'-116,-1" 226 E 17'-115,-8" 332 G 22'- 229 E 22'-0" 0,-2" 3 H 24' 229 E 24'-0" 335 H 7, �" 20'-8" 34 2,-1" I J 8'-6" 8, 15'-3" 24 E 15'-3" 30 G 14'-1"3 226 E i 3,-6" 2 31 �7 161-0"5'-1 227 E 16'-04,-8" 332 G 20-7" 26 229 E 20'- 3 H 22'-6 230 E 22'- 20.-8" 334 H 8, s 13'-1" 26 C 12'-9" 30 -9" " 8'-10' 34 1 �-2' I 7,_�„ 9' 14'-4" 24 E 14'14" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15'-1" 31 G 19'14" 27 E 32 H 21'-2" 27 E 21'-2" 34 H 9' � 12-4 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13-10" 31 H 18'-3" 30 0' 33 20'-0" 31 19'-6" 34 I W 13'-8" 25 13'-8" 31 13'-1" 24 14'-3" 25 14'3" 3118'-4" 27 33 20'-1" 28 20'-1" 34, 6'-9"10'11'-8"27E11'-6" 30G12' -4"27E 13-6"28E13-2" 31Fi17'x"30E0" g7'7" 33H19'-0" 31E18'-6" 33(106'-2" 0 M 113'-1" 25E13'-1" 31�„i12'-6"25E 13'-8"25E13'-8"3117'7"28E33H19'-2" 28E19'-2"3411-22711'-0"3011'-9"28 12'-10" 28 12'-7" 31 2" 3318'-1"3217'-8"34r12,12'-6'O8"227E12'-60'-6"330�"{12'- 0"1,-3"228E12'-0"1-1330H13'112-4'229E13'-1;2,1332�"i16'-95'-10"231E-0„ 3 H "'7 232 E 18'-417,-0" 334 � 12' 33 118 ,�„ s ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } MAX.COL. SPACING � � MAx•POST 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. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. >o ^=^ L.L 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 3 0 � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE Of (2).(3) 5' 18' 4" 23 C 18'-3" 33 H 18' 4" 23 C 18'-0" 33 H 20'-1" 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28' 26 E 37 K 5' O 13'-7" 15-1 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17'-4" 26 17'-1" 35 122'-4" 28 1'-10' 37 K 24'-6" 29 38 r 16'- 225 C 16'-93'-6" 332 G 16'-94-7" 226 C 16'-6'4,-3" 333 G 1815'-10 226 C 18'-0"5-7" 334 �"� 23'-20,-6" 229 E 23'-20,-1" 336 I 25'-22_4" 230 E M 337 J 6, 6, 3'-10" H K K 7 � 9,_8„ 7, 15'-12'-9" 226 C 15'-6 332 G 15'-1'3-6" 226 C 15'-Y 332 G 17'-114,-9" 227 E 16'-8; 333 G 22-0'9,-0" 229 E 8,-7" 3 H 230 E 336 I 7, 3 -2" 4'-6" H 35 124 20'-9" K J 8, 14'-12 226 E 1411'-9" 331 G 14'-7" 25 227 E 14'-12-4" 332 G 16'-0" 6'- 228 E 15'-113'-6" 332 20'-1'7 230 E 20'-17'-4" 3 H 22'-6"9,-6" 231 E 22'-3'9,-0" 335 I 8' 33 8'-6" 0" C r 5,_8,. 12'-9'-10" C E 1'-19�-8" 331 3 -10' 12'-00'14" 229 E 11'-8"0,-1" �-{ 9" 13'-111-4' 230 E 35 I 16'-94,-7" 332 E 16'-64'-3" 333 � 18'-45'-10 0 (� 9' 13'-9" 25 E 13'-8" 30 H 13'-9" 25 E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 19'-4" 28 E 19' -LL 0" 33 H 21'-2" 29 E 20'-8" 34 H 9' 7,_7„ 11'-4" 27 11'-1" 31 G 12'-0" 27 11'-8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31 16'-4" 34 18'4" 32 18'-0" 35 I 13'-10,-9" 227 E 13'-0'9,-7" 330 H 13'-11 228 E 12'-9111-7" 331 H 14'-3" 229 E 14'-012,-1" 331 18'x'6-0" 231 E 18'-05'-7" 334 { 20'-117-4' 332 E 19'-8"7'-1" 335 H 10' 6,_9„ 10, G �" 2 _4" H I 11' 12'-6" 26 E 12'-6" 31 fi 12'-6" 26 E 12'-2" 31 H 13'-8" 27 E 13'x" 31 17'-7" 29 E 117'-2" 33 H 19'-2" 0 E B 6'-2" -3033 pm ti W � 00 Z M M w � OZ U W QLu� u�w� W � M L1J w M o U � Z � �M oi �t rn FESS ICYyy! S 5885 � OF CAOF� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS [MARKff1ATEI oescaPnon n STEL jos a 15-1071- 1 11' O 10-3 28 10'-1" 31 0'-10' 28 10'-7" 31 11'-10' 29 11'-7" 31 H 15'-2" 32 4'-10' 33 33 r 5,_8,. 12'-9'-10" 228 E 1'-19�-8" 331 H 12'-00'14" 229 E 11'-8"0,-1" 331 H 13'-111-4' 230 E 12'-911-1" 331 16'-94,-7" 332 E 16'-64'-3" 333 � 18'-45'-10 333 E � 12' 12, H DATE 31y2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 17 OF 50 SHEETS 1 0 2 0 3 0 4 A o B o C o D o E e F o G o H o I o J PA NG 0 s e s 0 7 0 B BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ.x0.032"ALUM. BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM E W/ 12 GA. STL. "U" CHANNEL I OR K ATTACHED FREESTANDING ATTACHED FREESTANDING 1.032' 6' , MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST =^ SPACING cq n o MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. � o T=12 GA 042' L.L ON SLAB DD SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR SPACING (IN.) POST FORCDBL. FOR 3I x8" (IN.) POST m ASTM A653SS 8' (2),(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE 2'X6.5'x0.032' BEAM (1) TYPE 2'x6.5•x0.032 BEAM (1) TYPE � GRADE 50 G60 3, ' 0,042' 032' TYP. 15 14'-7" 29 G 14'-1 15'-4 15 14'-1 15-4- 5' J O 13'-7" 5' -';'l6'-9" 17 B 14'-7". 31 H 4'-10" 15' 4" B 17 14'-6" 15'-1" 30 G 5' ALUM, �'0'MAX.'0 6' 15'-3" 16 B 13'-3" 28 G 14'-1" B 15 13'-7" 14'-1" 28 G 6, I I— r 15'-3" 18 13'-3" 30 H 13'-7 14'-1" 17 13'-3' 13'-9" 29 F --3,0'--I DBL. 2"x6.5"x0.032" 14'-2" 16 Al2'-4'28 12'7"13'-1"1512'7"13'-128, ALUM. ALLOY 3004-H36g_g�71-2"18 B G12'-7'13'-1"B1712'-312'-g"29G7OR EQUAL3" SQ.x0.032" ALUM. BEAMJ 8'-6" 8'13'-3"16BG11'9"12'-3"B1611'-912'-3" 28G8' W/ 12 GA. STL."U"CHANNELDBL2"x65"x0.042" 3"x8"x0.042"BEAM 13-3"1911'-9"12'-3"18 11'-6"12'-0"28ALUM. ALLOY 3004-H36ALUM. ALLOY 3004H3612'-7" 17 2" 11'-7" 611'-2" 11'7" 29 ASTM A653 SS OR EQUALOR EQUAL�7'"7��gCGBGg' GRADE 50 G60 12'-7"19 11'-2' 11'-7" 18 0'-10 11'-3" 28 ii% 6'-10" 10' 12'-0" 17 10'-4" 30 G 10'-7" 11'-0" B 16 10'-7" 11'-0" 29 G 10' • 5� � 12'-0" 19 C 1013" 30 10'-7' 11'-0" 19 10'-3 10'-8" 29 6'-2" 11' 11'-4" 17 C 9'-10" 30 H 10'-1" 10'-6" B 17 10'-1" 10'-6" 29 G 11' O 11'-4" 30 10'-1' 10'-6" 19 10'-1" 29 � 5'-8" 12' 10'-1 18 C Fi 9'-8" 9'-8" C 17 9'-8" G 12' r=12 0 0'-10" 20 9'-8" 9'-8" 19 9'-6" g'_2^ 29 14 GA 7,8 5' ASTM A653 55 GRADE 50 G60 � ATTACHED FREESTANDING ATTACHED FREESTANDING � MAX.COL. F F MAX.POST MAX.POST MAX.POST MAX.POST = SPACING �o M AX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FT MIN. �o 8, ON SLAB DD 3 (IN.) POST SPACING (IN.) POST FOR SPACING BL. FOR SPACING x6' (IN.) POST FOR SPACING BL. FOR SPACING x6' (IN.) POST m 0.042' ,625' cc (2j, (3) � (1) TYPE (SPAN) (1) TYPE 2•x6.s'x0.032' BEAM (1) TYPE 2"x6.5'x0.032' BEAM (1) TYPE � TYP. G 16 14'7"31 H14'-115'-4"15 14'115'x" 30 ,875' O13'-7'S'18B14'-7"33 J 14'-8" 15'-2"B8 14'-1"14'-7" 31G5' 3"x8"x0.042" BEAM11'x" 6' 16B13'-3" 30 H 13'-7" 14'-11613'-7" 14'-1" 29Cj6W/ 14 GA. STL. INSERT15-019 13'-3" 32 I 13'1} 3'-10' B 18 2'-10" 13'-4" 31 I-3,0'�3'0�--+�3,0'---I M ASTM A653 GRADE 50 G60 g'_g" 7� 14'-2" 17 B 12' 4" 29 G 12'-7" 13'-1" B 16 12'-7" 13'-1" 29 G 7, MAX. 3'-10" 19 12'13" 31 I 2'-10' 19 12'-0" 12'�', :Ir-- 3"x8"x0.042" BEAM � 13'-3" 17 11'-7" 29 G 12'-3" 17 11'-9" 12'-3" 28 J s' -s° 8' B B G 8' �1 DBL. 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT 13'-0" 20 11'-7" 31 H 12'-1" 19 11'-2" 11'_7^ 30 �- ALUM. ALLOY 3004-H36 N ASTM A653 GRADE 50 G60 J �'_7" g' 12'-7" 1$ 11'-0" 29 G 11'-:2__----[l" 1'-7" 1711'-7" 29 g' OR EQUAL 12'-3" 20 C 11'-0" 30 H 11'-0" 11'-4" B 20 10'-7" 29 G NOTE; WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 12'-0" 1$ 10'-4" 30 G 10'-7" 11'-0" 17 10'-7" 11'-0" 29 THE FULL LENGTH OF THE 3"xs• BEAM. � 6'-10" 10' 11'-$" 21 `•' 10 Q'-4" 30 H 10'-6" 10'-9" B 20 1 p'�" 29 `�' 10' . tL 6'-2" 11' 11' 18 30 H 10'-1" 10'-6" 17 29 G 11' FOOTNOTE: "SAMPLE" O 11'-2" 21 C 9'-10" 30 10'-3" B 20 9'-7" FIGURE INDICATES r5,_8„12,10'-110'-8"121C9'-6"9-6"331Hg'-8"9.79'-8"g,�„C121989'-2"98"g,_g"230G12' EXPOSURE Bfa FIGURE INDICATES r=12 OR EXPOSURE C 14 GA. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. ASTM > } A653 SS ATTACHED FREESTANDING ATTACHED FREESTANDING GRADE 8. ' MAX.COL. 50 G60 ^�^ SPACING =)!g MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX -POST MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. j o .042' I..L ON SLAB � � SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.} POST m 3 (SPAN) 1 TYPE TYPE, FOR DBL. FOR 3'x6" FOR DBL. FOR 31x8" FOOTNOTES TO ALL SPAN TABLES: TYP. � (2).(3) ~ () (SPAN) (1) 2•x6.5^x0.032• BEAM (1) TYPE 2x6.5'x0.032• BEAM (1) TYPE � 1. FOOTING SHOWN REPRESENTS LENGTH OF 16'-9" 17 14'-7" 32 I 14'-1 15'-4" 16 14'-1 15'-2" 31 G , EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 13'-7" 5' 15' 0" 19 B 14'-7" 34 J 14'x" 14'-10' B 19 13'-8" 14'-2" 33 H 5 WHERE SLAB OCCURS, CUBED FOOTING SIZE M 15'-3" 18 13'-3" 31 I 13'-7" 14'-1" 17 13'-7" 3'-1 31 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 6' B B G 6' 13'-9" 20 13'-3" 34 J 13'-1 13'-7" 19 12'-6' 13'4" 32 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0� MAX. 3'0� 14'-2" 18 12' 4" 31 H 12'-7" 13'-1" 17 12'-7" 12'-1 30 SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"X0.042" BEAM g _g" 7' 12'-9" 20 B 12'x" 33 J 12'-2" 12'-7" B 20 11'-7' 12'-1" 31 G 7' SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/ DBL. 14 GA. STL. INSERT � ' 13'-3" 18 11'-7" 30 H 12'-3" 18 12'-1" 29 SPACING SHOWN FOR THE SELECTED BEAM. n J 8'-6" 8 11'-10' 20 B 11'-7" 32 J 11' 4" 11'-9" B 20 10'-10" 11'-3" 31 8 3. THE SLAB SHALL BE A MINIMUM 10'-0°WIDE BY THE ASTM A653 GRADE 50 G60 MAXIMUM COLUMN SPACING MEASURED AT THE J �,_7„ g' 12'-7" 19 B 11'-0" 30 H 11'-2" 11'-7" B 18 11'-4" 29 G 9' COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM 11'-0" 32 I 10'-9" 11'-2" 21 10'-3' 1 p' $" 30 25 $ 30 psf. THE DISTANCE FROM'COLUMN TO SLAB W/ DBL. 12 GA. STL. INSERT (n 6'_10" 10' 12'-0" 19 C 10'-4" 30 H 10'-7" 11' 0" 18 10'-7" 10'-9" 29 EDGE SHALL BE 91/4' MINIMUM. � ASTM A653 GRADE 50 G60 � 10'-8" 21 B 10'-4" 32 G 10'-2" 10'-7" B 21 9'-9" 9'-10" 30 G 10 6'-2" 11' 11' 19 9'-10" 30 H 10'-1" 10'-6" 19 10'-1" 10'-3" 29 11' SEE ALTERNATE FOOTING TABLES NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS O 10'-2" 22 `' 9'-10" 32 I 9'-9" B 21 9'-3" 9'-0" 31 G SHT. 9 FOR ATTACHED COVERS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 20 g'-0" 31 H g'$^ g' -g^ 1 g g'..g^ 9 M 2 ti W ( Do N Do M w J� aLLuj u �W� WW M C'7 o U � o°Oo Z UQ m �FESSlpyq o S5885 � OF CAl\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK THE FULL LENGTH OF THE 3'x6' BEAM. 5'-8" 12' 22 v g'..6" 33 J 9'-4" '-4^ 29 22 9'-Q" 417E DESCWP710N 4 STEL JOB # 151071-1 GATE 31312015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 34 34 OF 50 SHEETS I 0 2 0 3 0 4 0 s E c t , M 6 V V M t` W to `0 W U)NLu M rn Zo0 w a�>5 VU)wLL Lu WLLI M o U 0� �Za0O M �t rn Q�pFE88Igyq! �NIK' �. S5885 OF CAI. \E 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESMPTION 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH - 35 35 OF 50 SHEETS ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM J DBL. 2"x6.5"x0.042" DBL 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING Y = Z^ MAX.COL. SPACING SPACING 1: 8 MAX.POST 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. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, Q j p I..L ON SLAB _ m3 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 ?� (2),(3) (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 13'-7" 5' 18'-0" 15 B 18'-0" 29 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 C 29'-2" 33 H 5, O 18'-0 18 17'-6' 31 G 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 22'-1" 33 H 29'-2" 21 28'-6" 36 I r 11,-4" 6, 16'-4"6 168 B 16 416-0' 230 G 19'-9 119 C 19'-9 332 G 19'-09'-0" 119 B 19'-0'$-0 332 �j 20'- 20'-8" 120 C 20'-20,-2" 332 (j 26'- 26'-8" 121 E 26'-26,-0" 335 H 6, 9,-9" 9,-3" I 9,_9„ 7, 15'-215,-2 169 B 15'-2"14'-10" 230 G 18' 4 120 �i 18' 47'-10 331 Cj 17'-17'-7" 1 Ci 17'-1�-1" 331 G 19'- 19'-2" 120 Ci 19'- 332 G 24' 122 E 24'- 334 H 7� 18,-4,, '-4" 19 19'-2" 24'-8" 24'-1" J 8'-6" 8' 14'-3" 17 B 14'=3" 29 G 17'-2" 18 C 17'-2" 31 G 16' 6" 18 C 16' 6" 31 G 18'-0" 18 C 18'-0" 31 G 23'- 23'-2' 222 E 23'-22"2-7 333 H 8' 14'-3 19 13'-10 29 17'-2' 20 16'-9' 31 16'-6" 20 16'-1" 31 18'-0' 21 18'-0' 31 J 7 -7 „ , 9 13'-6" 17 C 13'-6" 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 G 21'-1 20 E 21'-1 34 H 9 LL 13'-6 19 13'-1' 30 16'-3" 21 15'-9" 31 15' 6" 20 15'-2" 31 17'-0" 21 17'-0" 31 21'-10' 23 21'-3" 34 6'-10" 10' 12'-9" 17 C 12'-9" 30 G 15'11" 18 E 15'-4" 32 G 14'-9" 18 E 14' 9" 32 G 16'-1" 19 E 16'-1" 32 G 20'-9" 20 E 0'-9" 34 H , 10 12'-9 20 12'-6' 30 15' 4" 21 15'-1" 32 14'-9" 21 14' 4" 32 16'-1" 21 16'-1" 32 20'-9" 23 20'-2" 34 6'-2" 11' 12' 2" 18 C 12'-2" 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 G 19'-9" 21 E 35 I , 11 O 12'-2' 20 11'-10" 30 14'-8" 21 14'-4" 32 14'-1" 21 13'-8" 32 15'13" 22 15' 4" 32 19'-9" 24 19'-3" 34 r 5'-8" 12' 11'-8" 18 C 11'-8" 31 G 14'-1" 19 E 14'-1" 32 G 13' 6" 19 E 13'-6" 32 G 14'-9" 19 E 14'-9" 32 Fi 19'-0" 21 E 19'-0" 35 I 12' 11'-8' 20 11' 4' 31 14'-1" 22 13'-9" 32 13'-6" 21 13'-2" 32 14'-9" 22 14'-9" 33 19'-0" 24 18'-6" 35 ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING = SPACING �0 MAX.POST 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. o ON SLAB m 3 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 (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) (1)) TYPE 13'-7" 5' 18'-0" 16 B 18'-0" 31 G 21'-8" 17 B 21'-8" 33 H 20' 9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-2" 19 C 29'-22"7 337 1 5, O 17-8 " 19 17'-0' 31 H 21 4" 20 20'-7" 34 20'x" 20 19'-8" 34 H 22'-4" 20 C 21'-6" 35 1 28'-9" 22 �" K N 11,-4" 16'-4" 17 B 16'-4" 30 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'-8" 20 E 26'- 336 1 6' r 6' 16'-2" 19 15'-7' 30 G 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20' 4" 21 19'-8" 34 H 26'-3" 23 215'-3" K 9,_9„ 7, 15'- 15 120 B 15'-1'4 330 G 18' 4 1 C 18' 4 333 G 17 121 Ci 17'-1"6 G 19'-18,-10' 121 C 19'- 333 G 24 223 E 24'- 336 H 7, -0" �" 8 -1" 21 7'-4" H 17'-3" 8" -:73331 18 -2" H 24' 4" 23,-6 1 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 E 23'-22"2 335 H 81 14-1 20 C 13' 6" 29 17'-0' 22 16'-3 32 16'-2" 21 15'-7" 32 17'-8' 22 17'-1' 33 H 22'-9' 24 -p 1 7'-7" 9' 13'-6" 18 C 13'-6" 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 G 21'-1 21 E 21'-1 34 H 9' 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 21'-6" 24 0'-8" 34 I 10, 12'-92-7" 121 (� 12'-912,-1' 330 G 15'4"5'-2" 122 E 15'44-7" 331 �j 14'-9'4,-6" 122 E 14'-94'-0" 331 Cj 16-15-10' 223 E 16-115,-3" 332 G 20'-20'-0" 225 E 334 W6'-10„ 9,-8" 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 E 15' d" 32 G 19'-9" 22 E 19'-918'-9" 334 O 12'-0" 21 11'-7" 30 14'-6" 23 14'-0" 32 13'-10' 23 13' 4" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 11'-8"1 122 C 11'-811'-1' 331 G 14'-13,-10' 223 E 14'-113-4" 332 G 13 6'3,-3" 223 E 13'-62-9" 332 G 14'-9'4'-6" 223 E 14'-9"q,-0" 332 H 19-08,-8" 226 E 19'-08,-0" 334 I 12' 6" H TACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING =MAX.COL. SPACING �oT 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j o ON SLAB ��G (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� (2).(3) (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 13'-7" 5' 17 B 17'-8" 33 G 21'-8" 19 B 21' 4" 34 H 20'-9" 18 B 20'x" 32 H 22'-8" 19 B 22'x" 35 I 29'-2" 20 C 28'-9" 37 K 5' O 3' IST 20 16'-6' 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 M " 18 B 16'-2" 32 G 19'-9" 19 �' 19'-7" 33 H B 18'-8" 32 H 20'-8" 19 C 20'13" 34 H 26'-8" 2126'-3" E 36, 69,_9„7' 60" 20 15'-1' 33 H 19'-1" 22 18-3" 35 I C 17'-6" 33 I 20'-0" 22 19'-1" 36 I 25'-9" 24 24'-7"K 121 B 15'-0'4-0" 333 G 18 222 C 18'-16,-10' 334 I -I W16' C 17'-16-2" 333 G 19,_1„86"223 C 18'-117,-8" 335 H 225 E24' 212'-9" 337 I 8 H 7'-8" H 124 23'-10' K7, 8'-6" 8' 19 B 14'-1" 31 G 17'-2" 20 C 17'-0" 32 G -6"20 C 16'-2" 30 G 18'-0" 20 C 17'-8" 33 G 23'-2" 22 E 22'- 21'-3 337 1 8' 9 " 21 C 13'-1" 32 16'-7' 23 15'-10' 34 H 15'-2" 32 H 17'-4' 23 16'-7' 34 H 22'-3' 25 K J 7'-7" 9' 13'-6" 19 C 13'-3" 30 G 16'-3" 21 E 16'-0" 32 G 15'-6" 20 C 15'-3" 31 G 17'-0" 21 E 16'-8" 32 G 21'-1 " 23 E 21'-6" 34 H 9, ILL 13-0 22 12'-4' 32 15'-8" 23 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16'-4" 24 15'-7" 34 H 21'-1" 26 0'-1" 36 K 6'-10„ 10' 12'-912,-3 222 C 12'-711'-9' 331 G 1.U) 15' 44'-10' 22q E 15'- 333 G 14-94'-2" 223 E 14'-63-7" 331 G 16'- 224 E 15'-14,-10' 333 H 20'- 20,-0" 226 E 20'-4"9'-1" 336 H 10, 114'-2" H 115'-7" I 6'-2" 11' 20 C 12'-0" 31 G 14'-8" 21 E 14'-6" 32 H 14'-1" 21 E 3'-10" 32 G 15'1}" 22 E 15'-2" 32 Fi 19'-9" 23 E 19'-6" 35 O 11'-9' 23 11'-3" 31 14'-2" 24 13'-7" 32 G 13'-7" 24 13'-0" 31 14'-10" 24 14'-2" 33 19'-1" 27 18'-2" 35 r 5,_8„ 12, 11'-811'-3 223 C 11'-610-9' 331 G 14'-113,-7" 224 E 13'-1111 332 Fi 13'-63'-0" 224 E 13'-12'-0" 332 H 14'-9'4_2" 225 E 14'-63-7" 332 H 19'-0"8'-3" 227 E 18'-8"7-6" 335 I 12' G V M t` W to `0 W U)NLu M rn Zo0 w a�>5 VU)wLL Lu WLLI M o U 0� �Za0O M �t rn Q�pFE88Igyq! �NIK' �. S5885 OF CAI. \E 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESMPTION 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH - 35 35 OF 50 SHEETS q o g o G o D o E o F- o G o H o 1 o J ATTACHED &FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B ✓ C DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT o s = Q- MAX.COL. SPACING ON SLAB = o m 3 ATTACHED FREESTANDING �• a = no m MAx•POST SPACING (SPAN) MIN. POST TYPE MAx.POST FTG. MIN. SPACING (IN.) POST (SPAN) (1)TYPE„32'-0” 2 13'-75' kFrG. 32'-0" E31'-2" 32'-0" 34 H 36 K 5' 11-4 629'-2" 29'-2"29'-2" E 33 H, 28'-6" 36 I 6 a , 9'-9" 7' 27'-1" E 27'-1" 33 H 26'-4" 35 I , 7 8'-6" 8' 25'-3" 25'-3' r2=1 E 25'-3" 34 24'-8" 34 I"I 8' J 3 J �7'-��g3'-10" � O 23'-1 E 23'-135I 23'-3" 34 H 9 6'-10" 10' 22'-8" 21 22'-8" 24 E 22'-8" 35 I 22'-1" 35 10' 6'-2" 11' 21'-8" 21 1'-8" 24 E 21'-8" 36 I 35 11' e 5'-8" 22 25 E 20'-8" 36 K 20'-2" 36 J 12' 4SPACING MAX.COL. ON SLAB (Z) (g) � H � no m 3 ATTACHED FREESTANDING � no m 3 MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX -POST FTG. MIN. SPACING (IN.) POST (SPAN) (1) TYPE 13'-7" 5' 32'-0" 20 32'-0" 23 E 32'-0" 36 IC 30'-3" 38 5' O 0 r 11'-4" 6' 29'-2" 20 29'-2" 23 E 29'-2" 35 I 27'-8" 37 K , 6 9-9" 7' 27'-1" 21 27'-1" 24 E 27'-1" 35 I 25'-8" 37 K , 7 � 8'-6" 8' 25'-3" 21 2 5'-3' 25 E 25'-3" 34 H 24'-0" 36 K 8- s J '� � � O 7'-7" 9' 23'-1 22 3'-10" 25 E 23'-1 35 I 22'-0" 35 9' 6'-10" 10. 22'-8" 22 22'-8" 26 E 22'-8" 35 I 22'-1" 35 10' 6'-2' 11' 21'-8" 22 21'-8" 26 E 21'-8" 36 21'-1" 35 r 5'-8" 12' 20'-8" 23 20'-8" 26 E 20'-8" 36 K 20'-2" 35 I 12' s 0 = MAX.COL. SPACING ON SLAB (2).(g) � o !R§ � ATTACHED FREESTANDING _ j o m � � MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. MIN. SPACING (IN.) POST (SPAN) (1) TYPE 13'-7" 5' 32'-0" 21 32'-0" 24 E 32'-0" 38 K 29'-4" 40 5' O r 11-4" 6' 29'-2" 22 29'-2" 25 E 29'-2" 37 K 6' 27'-1" 22 27'-1" 25 27'-1" 36 K 4'-10" 38 7 8'-6"* 8' 25'-3" 23 25'-3' 26 E 25'-3" 36 J 23'-3' 37 K 8, J 0 J � �,_7" g, 23'-1 23 3'-10' 26 E 23'-1 35 I 22'-0" 37 K 9' 6'-10" 10, 22'-8" 24 22'-8" 27 E 22'-8" 35 I 0'-10" 36 K 10, e � O 6'-2" 11' 21'-8" 24 21'-8" 27 E 21'-8" 36 I 9'-10" 36 K 11' 5'-8" 12' 20'-8" 24 20'-8" 28 E 20'-8" 36 J 19'-1" 36 1 r 2 t` 06Cfl N 00 U) CY> M � U Z � w J� aLLLLI u�W� WW M C'7 o U °� � Z � � M UQ v CD �FEss Igyq S5885 12' � OF CAL \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION tl o l; o U o o F o G o H o 1 0 `ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS 2.740'--t ALUM.ALL❑Y' ROOF SLOPE SHALL BE 1/4' 1 12' MIN. 6063-T6 T=.060' 3.200' FOR APPROVED OR 4.450' 3'OR4Y4 INSUL. ROOF PA L ALL FASTENERS SEE NOTE BEL❑ SEE TABLE SHEET 8 3" OR 4 Y4" APPROVED STRUCTURAL SANDWICH PANEL, SEE NOTE BELOW 3" OR 4.25" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF. BLDG. & RESIDENTIAL CODES. OPTIONAL DECORATIVE FASCIA ' FASTENER WOOD, ALUM. OR HARDBORD) PANEL TO HEADER BEAM CON SHEET SHEET SEE SHEET 4EXTRUDED EXTRUDED 'IR3' GUTTER DRIP EDGE-,,", *SEE SHEET 8 �+ I -BEA CAS SHOWN IN THIS REP RT) OPTI❑NAL RAIN GUTTER BEAM (AS SHOWN IN THIS REP❑R OPTIONAL NON-STRUCTURAL FASCIA TABLE 1 MAX COLUMN SPACING ON SLAB (130 MPH, EXPOSURE C) TRIB. WIDTH 10 PSF 20 PSF L.L. L.L. 5' 12'-6" 10'-0" 6' 10'-5" 8'-9" 7' 9'-0" 8'-0" 8' T-10" T-6" 9' T-0" T-0" 10' 6'-3" 6'-6" 11' 5'-8" 6'-0" 12' 5'-3" 5'-6" NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED Z ti W co c6 N M z U O � z aW uw w `r' M M U a1 z o M u) c3iv rn FESSIp�I o S5 85 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 302015 DRAWN BY MAP CHECKED DKR ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS SH - 47 47 OF 50 SHEETS �uairrr,,�� "� �puwmnnn� r7r e iso r �A 'PO'• oma: cam- �Z -AA-.Z:_ � __ ' -Ni \�o- - Z los `�l to ^r Ilk o m m m D D_ = 0 1 r^ = t'n2 p I�'= m e c to — H w CO. �1 REG/St D(�� _ Uly is z i ri+t``�� T��ENG/NEER/NG � z �a REG/St �= o T sR,p�o DU -10 T x w ��o o l'� � y o -4 .o Z _ Z = D m :. _ CTI. z : y N m N ^� � SAN CLEMENTE, CA 92672 _ 0 p'n; � o Cn y �� p -ate �cn �Xa f .`; 949.388.9333 1 FAX 949.388.3773 a V t2 REc/st srq bGs� ->, m c p c G) o cn �'m t 00 0.� o -. Z m o 4O� A,of �I v 2 �y 0— o ^'0ro D A o. G Z cf) Z mom j7 `\�� y o° O N > g r7r rryr �//�� VJ r D m 0 G o REG/St D(�� // is z Ccn C o T��ENG/NEER/NG � z K o o T 109 E ESCALONES N � m N � C SAN CLEMENTE, CA 92672 0 y z "' f .`; 949.388.9333 1 FAX 949.388.3773 ->, m c t o GENERAL NOTES AND SPECIFICATIONS: 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY APPENDIX 1 OF THE 2013 CALIFORNIA BUILDING CODE (CBC), APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. ADHESIVE (NOTE 2d) EXTERIOR I' (NOTE 2b) •UAM WHL NOTE 2c) 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H26 ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE INTERIOR METAL 4'-0' SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN NOMINAL ADHESIVE INTERIOR FACE 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED INM �\ \ (NOTE 2d) (NOTE 2a) THE QUALCONTROL SYSTEMS MANUAL \ LENGTH \ \ (SEE ALLOWABLE b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS ® SPAN TABLE) FOR 310"26 ALLOY AND TEMPER THICKNESS OF SKIN SHALL SE AS SHOWN IN THE (` \ APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE EXTERIOR METAL �+ �\ PANEL INTERIOR DETAIL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN p \ \ \ NTS - THE QUALM CONTROL SYSTEMS MANUAL. THICKNESS B \ \ ^ SEEALlOWABLE \\ ~ EXTERIOR SKIN C) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SPAN TABLE)SIM \ \ SHOWN IN THE ALLOWABLE SPAN TABLE: \ 1) PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY ONE FAN BEAM OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0' MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) SECTION 803.1.1 OF THE 2013 CBC. THE FOAM PLASTIC IS CLASSIFIED AS TYPE I FOAM IN ACCORDANCE WITH ASTM 0578. d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER MORAD M-850 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY, AND RECOGNIZED UNDER ICC ES ESR -1023, OR ISOGRIP SP5050D, A PROPRIETARYADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY AND RECOGNIZED UNDER ICC ES ESR -1140. THE ADHESIVE ISACLASS 2, TYPE Il, STRUCTURAL ADHESIVE, UNDER ]CC ES ACOS. 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S)AND/OR DEFINITION(S) OUTLINED ABOVE. 4) THE MAXIMUM ALLOWABLE SPAN, FOR A GiVENAPPUED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITTED. L S) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. t=0.080 ANEL ALUM 6063-T5 6) THE SUPPORTAND STRUCTURAL. ATTACHMENT OF THE SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM THAT SAID PIANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR EACH SPECIFIC PROJECT. :006, '° o -e, o o e Caen°:•°• 1.rjQDO 7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN 0 THE ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. 8) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUM(NIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL. ee°b °oeoe °°eeo°.°o°ee 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S IDENTIFICATION NUMBER SHALL BE LOCATED ATONE END OF EACH PANEL, 10) FASTENERS SHALL BE 414 SELF TAPPING SMS AND 1' O.D., SEAL WASHER WITH NEOPRENE INSERT. THE FASTENER LENGTH WILL BE 1' LONGER THAN THE PANEL WIDTH. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES RESPECTIVELY. FAN BEAM DETAIL 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO 'SINGLE COAT" - NTS STUCCO SYSTEMS. 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE 'EQUIVALENT' UNIFORM SNOW LOADS, CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, DRIFTING AND SLIDING SNOW. 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND SIGNATURE (IN BLUE INK) BY THE ENGINEER OF RECORD (EOR) OR THE FACTORY BUILT HOUSING APPROVAL STAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS B. RATING. 15) UNLESS OTHERWISE NOTED, THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE STRUCTURAL ASPECTS OF THE SUBJECT PANELS. NONSTRUCTURAL REQUIREMENTS, INCLUDING FIRE SAFETY PROVISIONS, OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE (i) CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. YINSIGNIA - HCD/CALIF TYPICAL ROOF PANEL xrs 0.0834 0.0800 -- RO,0200 RO.0200 3,5M Lu V375 M A pr 12V201 Lp UCFC APR 2 '15 # IS: 807008 CA -LRP -2410 N QROf SS)OM �O 0 2 w N 3107 = n �] 2 °C 31 15 L.I._ o i`gSTRP�'��Q TF CAt tiScS� A': VOID IF NOT ® -?]1a WET SIGNED WITH BLUE INK WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL °oe ea° 0 eO°0a°e oo'O° INTERIOR SKIN PANEL EDGE DETAIL NTS 0 - �' L r- .� «r a Q c, r `n z • yrM tlH�>L CZ3 LAct dmp� 0�4 �» J z E>wZ_ iouA�,� .0 S m Lt! O U N CO) a s r i0 aC:—om ac CL a. 0 t .--. cs O LL 0 LLJ 4) lx ' C lali odC0 M W fC 41 (a�MUy3 -& Q ® v p m5mz— Q a U a. C 03 c L>.-C�Q 0 CL mE J Qi a - 0 rQelf �U ££ Ocd U �t z -0 LL ,E!c LU z Q uj E 0=,! M, V O t9 > C bCaa=a `C 43A v a rLua00iW0o iv)0 tO a w ( roC0.1. EL N QROf SS)OM �O 0 2 w N 3107 = n �] 2 °C 31 15 L.I._ o i`gSTRP�'��Q TF CAt tiScS� A': VOID IF NOT ® -?]1a WET SIGNED WITH BLUE INK WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL NOTES. r F --Allowable Span Table and Uplift Fastener Spacing (1)(2)(57 (1)(2)(s) 1)(2)(5) (, FESS/pN C 9 P r Z L-3.00 Inch -_0.024" - 1:0 cf EPS - 0.024" WITHOUT FAN BEAM INSERT 3.50 inch - 0.024" - 1.0 cf EPS - 0.024" WITHOUT FAN BEAM INSERT Expir ,s2 ST J a Loading Type Uve Wind (Upward) Wind Downward L-- - Ap lied Pressure for Design Applied Applied Pressure for Desi n Minimum Panel Loading Type 10 psf11% 15 psf 20 psf 2525 psfy ` 30 psf- --35-psf -- —40 psf --45 psf 50 psf 55 psf Slope (Per Foot (4) 10'-0" - 8'-7" 7'-6" 6'-8" 6'-0- 5'-6" n/a Snow of Pro ection Live 16'-0" 12' 1° 6'-8" 6" 6'-0- 5" T-6" 5" 3/8" /foot 3/8-/ foot Wind (Upward) —17'-0° 1 14'-3- 12'-6" 11'-3" 10'-4" 8'-10" 7'-9" W-10" 6'-2- 5'-7" n/a 16'-0" 13'-8" 12'-1" 31'-0" 9'-10" 8'-6" 7'-S" 6'-8- 6'-0° T-5" Wind (Downward) n/a Snow 15" Ill -4" lilt 9" SO' -2" 9'-3° 8'-6" 7'-S" 8" 7" 6" 6" 6'-8" 6" 6'-0' 5" 5'-5" 5" 1/2" / foot Fastener Spacing (3) 10'-5" 9'-6" for Uplift Wind Loads T-7- 6'-11" n/a Snow 12'-6° 11'-3" NOTES. r Allowable Span Table and Uplift Fastener S acin (1)(2)(s) 1)(2)(5) (, FESS/pN C 9 P r Z (1) 3.50 inch - 0.024" - 1.0 cf EPS - 0.024" WITHOUT FAN BEAM INSERT Expir ,s2 ST J a Loading Type Uve Wind (Upward) Wind Downward Loading Type Uve Wind (Upward) Q Applied Applied Pressure for Desi n 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 LL Minimum Panel Slope (Per Foo; of Projection 1/4' / foot n/a n/a Minimum Panel Stope Per Foos of Protection 1/4" foot n/a 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 17'-8" 13'-0" 18'-10" 15'-9' 13'-7° 12'-1" 10'-6"' 9'-0" 7'-10" 6'-11" 6'-3" S-8" Wind (Downward) 17'-8' 14' -Il' 13'-0° ll' -9- 10'-0" - 8'-7" 7'-6" 6'-8" 6'-0- 5'-6" n/a Snow 14" 11'-81 10" 9" 10'-6" 7" 9'-7" 8'-7" 7'-6" 7" 6" 6" 6'-8" 6" 6'-0- 5" T-6" 5" 3/8" /foot Fastener Spacing L'I for Uplift Wind Loads Uve NOTES. r Allowable Span Table and.0 lift Fastener Spacing (1)(2)(5)&(6) 1)(2)(5) (, FESS/pN C 9 P r Z (1) 4.25 Inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT 3.00 Inch - 0.024" - 1.0 cf EPS - 0.024" WITH FAN BEAM INSERT Expir ,s2 ST J a Loading Type Uve Wind (Upward) Wind Downward CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF THE Q Applied Pressure for Desi n Pressure for Des l n 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 LL Minimum Panel Slope (Per Foo; of Projection 1/4' / foot n/a n/a 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 19'-4" 14'-0- 20'-0" 16-11" 14'-7" 13'-0" 11'-10" 10'-11lt 10'-3" 9'-7" 8'-I1" 8'-1" 19'-4° 1 16'-0' 14'-0° 12'-7" ll' -6' 10'-8" 10'-0' 9`-5' 8'-8" 7'-10" Snow C) i2'-6° 11'' 3" 10'i 3" 9'-'6" 8'-11" 8'-'S" 81.0. 7'-'8° 3/8" foot Fastener Spacing (') for Uplift Wind Loads li' 8" 7" 6 5 4 4" 4 3 3 55 psf NOTES. r Allowable Span Table and Uplift Fastener Spacing 1)(2)(5) (, FESS/pN C 9 P r Z (1) 1 3.00 Inch - 0.024" - 1.0 cf EPS - 0.024" WITH FAN BEAM INSERT Expir ,s2 ST J a N S , 107 P 12 31 15 CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF THE Q � Applied Pressure for Des l n 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 LL Z MTntmum Panel Loading Type CALIFORNIA BUILDING CODE AND.APPENDIX CHAPTER H OFTHE 2013 CALIFORNIA RESIDENTIAL C) a CODE. z IWu o Slope (Per Foot 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 p sf 45 psf 50 psf 55 psf of Protection (4) Uve 17'-6" a O Q � U Z M 3/8" /foot Wind (Upward) 18'-7" 15'-7" 13'-9' 12'-5" 11'-5" 10'-7' 9'-9" 8'-8" T-10' T-1- n a Wind (Downward) 17'-6' 15'-0" I3'-4" 12'-2' 1l'-2" 10'-5" 9'-6" 8'-5" T-7- 6'-11" n/a Snow 12'-6° 11'-3" 10'-3" 9'-6" 8'-1i" 8'-5" 7'-7- 6'-11" 12" 1 foot Fastener Spacing L'I 12" 9" 7" 6" 5" 5" 4" 4" 4" 4" for Uplift Wind Loads H LUL' o (0 NOTES. ` FESS/pN C 9 P r Z (1) - ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX =J Expir ,s2 ST J a N S , 107 P 12 31 15 CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF THE Q � w Q N a 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 LL Z » V z CALIFORNIA BUILDING CODE AND.APPENDIX CHAPTER H OFTHE 2013 CALIFORNIA RESIDENTIAL C) a CODE. z IWu o - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS ANp CO N toto "EQUIVALENT" ;2PRESENTED UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS 0 O 9 m .. IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE, THE ALLOWABLE PANEL SPAN IS a O Q � U Z M J Q DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD ¢ z d) K UJCOMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH OF THE LOAD MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF z Q O Z • _ Z FOUR (4) TYPES. THE THE 4 "ALLOWABLE ppW a o U -t No LOAD TYPES SHALL BE THE SPAN" USED FOR THE PROPOSED APPLICATION. a n. Q t! - UNLESS OTHERWISE NOTED, THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS Z O 24 -INCHES. H LUL' o (0 . (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL LF SIGNS OF 10 DEGREES FAHRENHEIT. Z– Q 0Y o (3) FASTENERS SHALL BE #14 SMS WITH 1.0. O.D. PLATE WASHER AND NEOPRENE INSERT. LENGTH Z 0 LLL o OF FASTENER SHALL BE AT LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES, RESPECTIVELY. U (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES, SUCH AS MULLIONS OR FLASHING, CAN INCREASE PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. U � ¢ U 0 N (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 18'-4' FOR THE 3 -INCH AND 20'-0° U ; FOR THE 3.5 -INCH AND 4.25 -INCH OR THAT INDICATED IN THE SPAN TABLE, WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS DEFINED �4 IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 19'-7° FOR THE 3 -INCH OR THAT INDICATED Y } IN THE SPAN TABLE, WHICHEVER IS LESS. m m (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,• PROVIDED THEY ARE td USA4TdiRED WITH THE rs v t SAME COMPONENTS, AND THE ABOVE SPAN LIMITATIONS AZE FOLLOWE& _-hftLATION O F LONGER SPANS IS PROHIBITED. >; o a iNoMC)o w •_ t- w ; a 0 op i-- p m ! i+low u»01�t z O » ► X m Y 1->`�ZdM0'0'r.--, W O c CL CL >aT c o 0 O H61 0 tv � W O.r cd mmoomts Jlow ®>�tUNm�a :t Q ^ Qm=c U o mu� e �^ O 04 6) CLI- d ° u .0 O °° 0. �> raa I:� CL, SH c W 0u-9" m -; O Q tj 0 1-0 OI F- oo O' 0 R a- N� U -EMox U F" O - v a u g g Lu c LLQ"r plc W o = CF 0 WL -J o m o = > A " 7 0 ' 0. 0 0 o u ]. A cCL v = � a CL y CL Q. m n r 1= •- Q CL i maiv�i0 LU W E " ()� A � � •� � L .� a ~ ro t c0 sem. X= tY E VISIT WWW.TJCAA.COM/LINKS. HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN ## IS: 807008 CA -LRP -2410 VOID IF NOT WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK I EMBOSSED CORPORATE SEAL ` FESS/pN C 9 P r W 107 Z " � co '� y Expir ,s2 ST z .� N S , 107 P 12 31 15 s UCiv�P�`� � qTF F CAL\TO '14 � 9jF+TF1 a APR 2 s_�_ ;VST CAL�F� m VISIT WWW.TJCAA.COM/LINKS. HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN ## IS: 807008 CA -LRP -2410 VOID IF NOT WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK I EMBOSSED CORPORATE SEAL GENERAL NOTES AND SPECIFICATIONS: 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE (CBC), APPENDIX HOF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. - 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE: UNEXPOSED SIDE OF THE INTERIOR METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL. b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 310SH254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE EXTERIOR METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL. c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: I 1) PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY ONE OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS MANUAL.. THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER SECTION 803.1.1 OF THE 2013 CBC. THE FOAM PLASTIC IS CLASSIFIED AS TYPE IX FOAM IN ACCORDANCE WITH ASTM C578. d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER MORAD M-650 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY, AND RECOGNIZED UNDER ICC ES ESR -1023, OR ISOGRIP SP5050D, A PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY AND RECOGNIZED UNDER ICC ES ESR -1140. THE ADHESIVE IS A CLASS 2, TYPE 11, STRUCTURAL ADHESIVE. UNDER ICC ES AC05. 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S) AND/OR DEFINITION(S) OUTLINED ABOVE. 4) THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITTED. ADHESIVE (NOTE 2d) EXTERIOR f (NOTE 2b) 4'-0' NOMINAL ADHESIVE (NOTE 2d) \ \ ® LENGTH \ \ (SEE ALLOWABLE ® SPAN TABLE) UPM L UKt NOTE 2c) INTERIOR FACE (NOTE 2a) PANEL INTERIOR DETAIL \ \ \ NTS p \ THICKNESS B \ \ \ A (SEE ALLOWABLE \ \ SPAN TABLE) SIM \ FAN BEAM \ /� (OPTIONAL ON 4'-0' WIDE PANEL) TYPICAL ROOF PANEL INSIGNIA - HCD/CALIF 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. (=0.080""'` 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM 60;63 5 SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS £ i APPROVED BY THE GOVERNING JURISDICTION. THE GOVERNING JURISDICTION SHALL 0•� 0.0934 I CONFIRM THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND ? eo ° �✓ SPANS FOR EACH SPECIFIC PROJECT. / .DB�e DD O.O a•�oOb e•ee 0.0 °era °. •° � D °� 7) ALLpANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN °; e;e ; ; 1.5000 0 THE ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. 0000°0'e 4. a °P ^ °• e e °°. __RO.0200 8) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED, HOT -DIP GALVANIZED R0.0200 OR ELECTROGALVANIZED STEEL. ° oep° 3.5000 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S iIDENTIFICATION NUMBER SHALL BE LOCATED AT ONE END OF EACH PANEL 10) FASTENERS SHALL BE 414 SELF -TAPPING SMS, AND 1' O.D., SEAL WASHER WITH NEOPRENE INSERT. THE FASTENER LENGTH WILL BE 1' LONGER THAN THE PANEL WIDTH. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES RESPECTIVELY. FAN. BEAM DETAIL 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO 'SINGLE COAT - STUCCO SYSTEMS. NTS I 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE -EQUIVALENT- UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, DRIFTING AND.SLIDING SNOW. 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND PR SS/O J. SIGNATURE ON BLUE INK) BY THE ENGINEER OF RECORD (EOR) OR THE FACTORY BUILT �� JC �� ` HOUSING APPROVAL STAMP. q 9 Fy c 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 08 AND HAVE BEEN DETERMINED W 7 2 TO MEET THE CONDITIONS OF ACCEPTANCE FORA'CLASS B' RATING` I- 7 _ • es: 12/37/2015 15) UNLESS OTHERWISE NOTED THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE STRUCTURAL ASPECTS OF THE SUBJECT PANELS. NONSTRUCTURAL REQUIREMENTS, INCLUDING FIRE SAFETY PROVISIONS, OF THE GOVERNING CODE AND LOCAL JURISDICTION sT9� i/cl-0 SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR. F FCAt, 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE (1) CEILING FAN PER 4' APR S I5 WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. VISIT WWW.TJCAA.COWLIN KS. HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA -LRP -3220 EXTERIOR SKIN oo"e°o ° Yo edo o°° oe INTERIOR SKIN PANEL EDGE DETAIL B NTS « a !`- tri.. z tY Q ( C14LL U� z w N 3107 m C9 lu a v� W tom- O y N ccn Orn m Q CL 06 ' Z LL m Z Oz az ¢��oo$ Qa o ON U (L M 0 Q a QO a H o w C4 Z < o O Z o ag LLU EiR rV E >,- m rn •� 0 CL G N U '° • O t. 9d1U y C'O a. Aad::•' Z I: 0Z$ACcCL.T0 ' W O CLECOM WC)= om014 o W o .�1-6000 cr d Vaaop Q .0 ao5=g� Cfl.mc�v`R lY '~ J of CL - m.0 _a o a w.0 COOd, 16 H 4)=)C� « E m o xGx t� o O LL41vi`0e`a1 4 Q C E W 0W. > O ;.(� a°'� cy a a W d o Q �gom W a a U C In IL N FES ! w N 3107 m co 9 `r ..12/31/15 rn U._ a a To, .__ ,oP�' WET SIGNED WITH BLUE INK a 0 ru WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL NOTES: d� Allowable Span Table and Uplift Fastener S acin (l)(2)(5) .41 U_ Z 4.25 Inch - 0.032" - 2.0 cf EPS - 0.032" Ashland or Rohm and haas Adhesive - WITHOUT FAN BEAM INSERT 3,0 Inch - 0.032" - 2.Opd EPS - 0.032" Ashland or Rohm and Haas Adhesive - WITHOUT FAN BEAM INSERT Loading Type Uve Wind (Upward) - WITH FAN BEAM INSERT - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN Ap fled Pressure for Design Applied Pressure for Des l n 20 psf 15'-8" I6'-0" Minimum Panel Slope (Per Foot of Pro edion)(4) 3/8' / foot n a 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 22'-11" 18'-3" JIM 23'-0" 21'-5" 19'-2" 17-6" 14'-6" 13'-10' 13'-3' 12'-9" Minimum Panel Loading Type 20'-1' 18'-3' 16'-10"14'-2" 13'-6' 13'-0' 12'-6" n/a Snow 15'-8" Slope (Per Foot 716'-4--4 16'-3" 13'-7" 5" 3" 10 psf 1 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf of Pro edion)I41 Uve 181-0" 13'-4" 11'-0" 10'-6" 10'72" 12" foot Fastener Spadng (3) for Uplift Wind Loads 9" 3/8" / foot Wind (Upward) 19'-9" 16'-4" 14'-1" 12'-7" ll' -4" 9'-8" 8'-6" 7'-6" 6'-9" 6'-1" n1a Wind (Downward '18'-0"' -15'-3" 13'-4" 12'-0". 10'-7' 9'-1" 8'-0" 7'-2" 6'-5" 5'-10" n/a Snow 1- 12'-8" ll' -5" 10'-4" 9'-1' 8'-0" 7'-2" 6'-5" 5'-10" 1/2" foot Fastener Spacing (3) SI" 8" 7" 5" 5" 4" 4" 3" 3" 3" for Uplift Wind Loads J a� a.>- a C>l4WE_cLa0 a Q y �ij5E20x U O c 0 C .r NOTES: d� Allowable Span Table and Uplift Fastener Spacing (1)(2)(5)& (6) (1)(2)(5) .41 U_ Z 4.25 Inch - 0.032" - 2.0 cf EPS - 0.032" Ashland or Rohm and haas Adhesive - WITHOUT FAN BEAM INSERT 3.0 inch - 0.032" - 2.Opcf Loading Type Uve Wind (Upward) - WITH FAN BEAM INSERT - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN Ap fled Pressure for Design 10 psf 1 19'-10° 21'-2° 15 psf 18'-0" 20 psf 15'-8" I6'-0" Minimum Panel Slope (Per Foot of Pro edion)(4) 3/8' / foot n a 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 22'-11" 18'-3" JIM 23'-0" 21'-5" 19'-2" 17-6" 14'-6" 13'-10' 13'-3' 12'-9" Wind (Downward) 22'-11" 20'-1' 18'-3' 16'-10"14'-2" 13'-6' 13'-0' 12'-6" n/a Snow 15'-8" 17'-7" 5" 716'-4--4 16'-3" 13'-7" 5" 3" 12'-10" 3" 12'-2" 3" 11'-8" 2" 1 2" foot Fastener Spacing 13110"7" for Uplift Wind Loads 7 NOTES: d� Allowable Span Table -and Uplift Fastener S acin (1)(2)(5) THE 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 U_ Z 4.25 inch - 0.032" - 2.0 cf EPS - 0.032" Ashland or Rohm and Haas Adhesive - WITH FAN BEAM INSERT 3.0 inch - 0.032" - 2.Opcf EPS - 0.032" Ashland or Rohm and Haas Adhesive - WITH FAN BEAM INSERT - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN Loading Type Uve 10 psf 1 19'-10° 21'-2° 15 psf 18'-0" 20 psf 15'-8" I6'-0" Applied 25 psf 14'-8" Pressure 30 psf IT -8" for Des l n 35 psf 40 psf 12'-9" 12'-1" 45 psf 11'-6" 50 psf 11'-0" 55 psf 10'.-7" Minimum Panel Slope (Per Foot of Projection)tel 3/8" 1 foot n/a Wind (Upward) Wind (Downward 19'-10" 17-4" 15'-8" 14'-5" 13'-6" 12'-8" 12'-0" 11'-5" 10' -ii" 10'-0" n/a Snow OF FASTENER SHALL BE AT LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND 14'-il' 13'-9" 12'-11" 12'-2' 11'-6" 11'-0" 10'-6" 10'72" 12" foot Fastener Spadng (3) for Uplift Wind Loads 9" 7" 5" 4" 4" 3" 3" 3" 2" 2" NOTES: d� Allowable Span Table and Uplift Fastener S acin (1)(2)(5)& (6) OFES THE 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 U_ Z 4.25 inch - 0.032" - 2.0 cf EPS - 0.032" Ashland or Rohm and Haas Adhesive - WITH FAN BEAM INSERT W Loading Type Uve Wind (Upward) Wind (Downward) Z " o o - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN Ap led Pressure for Design O as Q PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFITNG AND SLIDING O U Minimum Panel Slope (Per Foot ofProedN1ion 3/8" /foot n/a n/a 10 f 15 psf 20 psf 25 psf 30 psf 35 f 40 psf 45 psf 50 psf 55 psf Ps P P Ps P P P P 23'-0" 19'-3" 23'-0° 22'-5" 20'-0" 18'-4" 17'-0" 15'-11"- 15'-1" 14'-4' 13'-9" IT -2' 23'-0" 21'-3" 19'-3" 17'-9" - 16'-7" 15'-51 14'-6" 13'-8" 13'-0" 12'-5" Snow Fastener Spadng (3) .for Uplift Wlnd Loads 8" ST -11' 5" 4" 16'-2" 4" 14'-10" 13'-9" 12'-11" 3" 3" 2" 12'-3" 2" 11'-7" 2" 11'-11 2" 12' foot 24 -INCHES. NOTES: d� (1) - ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J U CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF OFES THE 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2013 U_ Z CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL W CODE. Z " o o - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN o fA CO o `EQUIVALENT" UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONSU O as Q PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFITNG AND SLIDING O U SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE, THE ALLOWABLE PANEL SPAN IS � DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD D O Z ti COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR Z 0 z Q O EACH OF THE FOUR (4) LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF O O = O THE 4 LOAD TYPES SHALL BE THE 'ALLOWABLE SPAN' USED FOR THE PROPOSED APPLICATION. N U II - UNLESS OTHERWISE NOTED, THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 24 -INCHES. z (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL SKINS OF 10 DEGREES FAHRENHEIT. (3) FASTENERS SHALL BE ;f 14 SMS WITH 1.0' O.D. PLATE WASHER AND NEOPRENE INSERT. LENGTH OF FASTENER SHALL BE AT LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES, RESPECTIVELY. (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES, SUCH AS MULLIONS OR FLASHING, CAN INCREASE PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECTTO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 22'-4' FOR THE 3 -INCH AND 23l -0 - FOR THE 4.25 -INCH OR THAT INDICATED IN THE SPAN TABLE, WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 23'-0' FOR THE 3 -INCH AND 4.25 -INCH OR THAT INDICATED IN THE SPAN TABLE, WHICHEVER IS LESS. (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED, PROVID THEY ARE t J&10 iRED WM THE SAME COMPONENTS, AND THE ABOVE SPAN LIMITATICtis E FOLLOWIDE FkfWOLATI N TO LONGER SPANS IS PROHIBITED. •- a ? a u O a 0 N �N 0aco OZ w� ) 1- r �' uta A 5>s z ooy~" E>0 —Z Or- T = LU o (A U N a 'ra c 0] Lt 0 La. t9 Q' c m ' d 4) A CL CL 0 > O O UjC.- tv ox `p0'cmv W d1Cb00 0)-_)i ,-qm�D m o 0 0(6 tgT�Ca© Q U .0 ��a�zE cr �... O Q CES. ao Q J a� a.>- a C>l4WE_cLa0 a Q y �ij5E20x U O c 0 C .r C � LLL .- m ;! c = C�d A ; Z J t0 C W E Apru�« O Q O E > CL ^.O AcnA�m °� 16- 2a£r a U d'-' Q QCL PWC Q LU aN M C C ori 3W G a:Uj APR 2 15 VISIT WWW.TJCAA.COMILINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA -LRP -3220 SIO , d� J CA/F2c� C= OFES All cV L c^ ? ,5:1213x20'5 * 4" , ' . S 3107 m y P. 12/31/15 �UC��P�Q P LU ly OF CAMEO Oil OF CAI1= z WET SIGNED WITH BLUE INK D J D- LU 0z of o � � o QO o F- o 00LLI N z~ o �z o LL i WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL ,