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BPAT2015-0051
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BPAT2015-0051 79310 DESERT WIND CT CT 604332012 WOOD RESIDENCE PATIO COVER 7'X48'=336 SQ FT $3,042.00 I AUG 0 7 2015 CITY OF LAQJ_ Mq ►� COMMUNITYDEV� DEVELOPMENT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: KRISTEN WOOD ' 79310 DESERT WIND CT LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Llc. No.: 770843 Date: 8/7/2015 • LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: License No.: 770843 of the work for which this permit is issued. -5—I have and will maintain workers' compensation insurance, as required by Date: 7 Contractor: Section 3700 of the Labor Code, for the pe ormance of the work for which this permit is issued. My workers' compensation in rIngJ<carrier and policy number are: OWNER -BUILDER DECLARATION Carrier: PolicyNumber: !!-�Z I hereby affirm under penalty of perjury that I am exempt from the Contractor's State _ I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Divisio 3 of the Business and Professions Code) or that he or she is exempt therefrom and the e: / Applicant: basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATI0 AGE IS UNLAWFUL, ,($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL.FINES UP TO (_) I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application is made, each person at whose (_) I, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (� I am exempt under Sec. . B.&P.C. for this reason 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. Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's -Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above• mentioned prope y for inspection purposes. Date: g 5 Signature (Applicant or Agent): -' DESCRIPTION FINANCIAL •• 1. ACCOUNT:TY AMOUNT PAID PAID:DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 - PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBU1LDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCO.UNT.. QTY , : AMOUNT` PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 PAID BY ;, : . ;, METHOD RECEIPT #. CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 .0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD'BY Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 DESCRIPTION ACCOUNT.::; QTY AMOUNT PAID: PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 PAID BY METHOD RECEIPT # - CHECK # CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 • { 00 1 Permit Details PERMIT NUMBER o{ City of la Quinta BPA%Tw20 Description: WOOD RESIDENCE PATIO COVER 7'X48'=336 SQ FT Type: PATIO COVER Subtype: Status: UNDER REVIEW Applied: 8/7/2015 PJU Approved: Parcel No: 604332012 Site Address: 79310 DESERT WIND CT CT LA QUINTA,CA 92253 Subdivision: TR 23935-6 Block: Lot: 17 Issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $3,042.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 LA QUINTA Details: WEATHERWOOD OPEN LATTICE PATIO COVER 7'X 48' TOTAL OF 336 SQUARE FEET.2012 IBC 2013 CALIFORNIA BUILD CODE. Printed: Friday, August 07, 2015 2:34:43 PM 1 of 2 r2" SYSTEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT. LIFETIME PATIOS P 0 BOX 5806 LA QUINTA CA 92248 ( Printed: Friday, August 07, 2015 2:34:43 PM 1 of 2 r2" SYSTEMS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS7- REMARKS NOTES DATE BOND INFORMATION Printed: Friday, August 07, 2015 2:34:43 PM 2 of 2 CWWsysrerts CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMt $0.50 $0.00 •4 00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS. NOTES DATE DATE FINAL" BLD REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS7- REMARKS NOTES DATE BOND INFORMATION Printed: Friday, August 07, 2015 2:34:43 PM 2 of 2 CWWsysrerts Bin.# City of La Quints Building ez Safety Division P.O. Box-1504, 78-495. Calle Tampico La Quinta, CA 92253 - (760) 777-7012 'Building Permit Application and Tracking Sheet Permit.# Project Address:= _ - Owner's Name•, A: P. Number: Address: - Legal Description: Contractor: / /FE%/M� 7 I ©.� Address: City, ST, Zip: C ^ Z es z Telephone: ( Project Description. City, ST, Zip: �%� t9yl l%/y 6A .A WteaLjacen L Telephone: Zoo - %7 / -o0 3 T ,. ir_ l.. State Lic. # : "7 %D g -T 3. City Lic. Arch., Engr., Designer: Address: ;City, ST, Zip: Telephone: _ �' _ ;: + = .s Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n .Alter Repair Demo Name of Contact Person: Arles &l � / Sq. FL: 3 #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: © �! 'APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rce'd TRACKING • PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan' 2"d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. IMA. Approval Plans resubmitted Grading IN HOUSE:- 3d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School'Fees Total Permit Fees 1'. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL ROOF LIVE AND SNOW LOADS: 10:'20,25,30,40 & 50 psf. (SNOW LOADS AT GROUND CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 LEVEL 25, 30, 40 & 50 psf ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20.25 AND 30 ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25, 30, 40 & 50 psf) DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 2. ALL ITEMS PERTAINING - 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 COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 19. 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 ASCEISEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES' IN ACCORDANCE WITH ASCEISEI 7. 17. THE RATIO (WP), 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: ry. - THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 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. 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. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D 1 SEISMIC DESIGN CATEGORY: D y MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, SDS= 1.0, SD,= 0.50 RESPONSE MODIFICATION FACTOR, R:1.25 6. DESIGN ASSUMPTIONS: I 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' I A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS 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. SHEET INDEX: SHEET # SHEET TITLE/ DESCRIPTION CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRU CTU RAL ENGINEERING FIRM TOC- NEER/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 388-9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE. CA 92672 FAX: (949)388-3773 SH - 1.............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: SH -5 ...........MINIMUM FASTENERS SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ..:.........HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ....:.......HANGER CHANNELS AND MOUNTING BRACKETS SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 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 Ll, 110-130 MPF SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPF SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPI SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPI SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPI SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPI SH -47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH -.50 ..........ADDITIONAL STATE LICENSURE STAMPS DUSTIN K. ROSEPINK. SE 5885 BRADLEY STEVENS 2 W C.0 W �Nao Cn M ZO U m aLLI (1) LLJ WW M M U rn Z � �Q M Ess I co o . S 5885 OF. CALL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAwc DATE DEWRPTMN 4 STEL JOB 8 151071-1 DATE 3IY2015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 OF 50 SHEETS A O 8 O C O O t O 1 F a O b O H SOLID PANEL STRUCTURES O � O 9 I ROOF ROOF ATTACHMENT ^ ATTACHMENT OVERHANG, �' OVERHANG, - OR WOOD; OR SEE DETAIL A, B & C, OR WOOD, OR ROOF PANEL SEE TABLES SEE DETAIL A, B & C, gHFNGTy Op >< CONCRETE ROOF PANEL SEE TABLES SHEET 8 q L GrH OF CONCRETE SHEET 4 FOR ROOF SHEET 8' Syq( STR(/CT WALL SEE SHEET 4 FOR ROOF SygL( STRUCT WALL SEE ' PANEL ATTACHMENT TO ZNE pNOT SE URE V, SHEET 8 PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. THE pNOT BE ( URF VqR/ ' ' - SHEET 8 SUPPORTING j RO�EC TyAN FS HANGER & BEAM. O. NS O. SPAN "O.H." NOT TO EXCEED 25% ALLOWABLE SPAN OF ROOF PANEL SEE DETAIL 11, SHEET 12� BEgM - ALLOWABLE SPAN FOR MANDATORY SPLICE. SP POST BEAM -SEE TABLES SEE DETAIL 11, SHEET 12� ppAMSPgN SPAN/ SFF Tge�EslNG FOR POST SPACING _ EXTERIOR POSTS. FOR MANDATORY SPLICE. ST BEAM -SEE TABLES POSTS, SIZE VARIES ' NO BEAM SPLICE AT SPAC/ SFET4e(ESG 2 SEE SHT. 11 FOR MINIMUM EXTERIOR POSTS. NUMBER OF REQUIRED COLUMNS x ALLO /W POSTS, SIZE VARIES O'yN0 75 TO ASLE SEE SHT. 11 FOR MINIMUM 3 1/2" SLAB ATTACHMENT '0 EkC OF BFglyq�� iv MAY BE USED I NUMBER OF REQUIRED COLUMNS WHERE PERMITTED. w SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER 3 1/2" SLAB ATTACHMENT COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION MAY BE USED ' WHERE PERMITTED. ' NOTE' NO SPLICE AT EX IOR POSTS SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES I COMPONTENT UNLESS OTHERWISE SHOWN. ' TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT.TO SUPPORTING BEAM.— : � "O.H." NOT TO EXCEED 25%4 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 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION SUPPORTING WALL RO,/ECT/t:ss r, NFS + HANGER & BEAM. N O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� BEgM FOR MANDATORY SPLICE. SP POST BEAM -SEE TABLES NO BEAM SPLICE AT SPAN/ SFF Tge�EslNG FOR POST SPACING _ EXTERIOR POSTS. POSTS, SIZE VARIES Ek e NOT T ro 2 SEE SHT. 11 FOR MINIMUM pFBEFD iv NUMBER OF REQUIRED COLUMNS ALLO /W ASLE 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.H SPAN "O.H." NOT TO EXCEED 25% OF ROOF PANEL . . ALLOWABLE SPAN SEE DETAIL 11, SHEET 12BeA FOR MANDATORY SPLICE. PO SPA NO BEAM SPLICEAT t S STSPACA EXTERIOR POSTS. EE TABLES h POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS l SEE TABLES �C BEAM - SEE TABLES FORPOSTSPACING `O.y NorT�I Ops CJ' ALL P-44 LE SIIIPgN W NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION tl M ,. W N ' Z W mco :z<m Z o LLI UZ wW- W Wo M M U rn µ` rZ00 +� Q oj M 5885 - OF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESDRPfWN 4 STEL JOB R 151071-1 DATE 3r N2015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH- 1 1 OF 50 SHEETS f c 7 a B H 6 1 RAFTER, SEE TABLES ' 25%OFRAMAX.FTER O. ,y O.H. 9 p ALLOWABLE Oyq FF PAN w MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 NO BEAM SPLICE AT EXTERIOR POSTS LENGTH OF STRUCTURE VARIES 1 A� o u o u o E e '-t, r o OPEN LATTICE STRUCTURES a, - )\�'MAas/ WALL LEDGER OR ROOF OVERHANG, \ \ SEE DETAIL A,B 8 C, \ SHEET B. Ae � OSSA NOTE: EACH COMPONENT IS INTER- sFF sAgcay� CHANGEABLE WITH ANY OTHER Tge�FSG COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. OV � G iv W x POST WITH SIDE PLAT S SEE SHT, 11 FOR MINIM M - NUMBER -OF REDUI COLUMNS 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. J SEE TABLES FOOTING WHERE REQUIRED, SEE TABLES TYPE "E` ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTER, SEE TABLE FOR SIZE AND SPACING - MAX. O.H. 25% OF RAFTER , O_/ LENGTH OF STRUCTURE VARIES MANDATORY BEAM SPICE - SEE , DETAIL 11, SHEET 12 NO BEAM SPLICE AT OST CRO EXTERIOR POSTSS� STSA <SEE SEE POST l�Tge(gC/N FS r' 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- Ap TO CONSTRAIN CHANGEABLE WITH ANY OTHER SF STS, FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. FT9g�Fs/NG TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE - MAY NOT BE COVERED. FOOTING SEE TABLES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE o H o a J OR NG, I&C MAY NOT BE COVERED. �. `TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE Ll (h co rn �o 6 0at- u�w�' W ::> c'7 w W ch ch O Z (71 C0 � Q M �FEss ic�t q S 5885 `OF Cp;1.\FpQ. 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL i i I I e REVISIONS S MMM DATE DESCRFrIDN pI S 4 STEL JOB # 151071.1 7 e DATE 31312015 g� DRAWN BY MAP CHECKED DKR 6 OPEN LATTICE a STRUCTURES i t SH -2 I 2 OF 50 SHEETS i <SEE W MANDATORY BEAM:SPICE DETAIL .11. SHEET 12 NO BEAM SPLICE AT EXTERIOR POSTS pC+6 ®3 24 O AI LENGTH OF STRUCTURE VARIES �° ApSA POST WITH SIDE L TES ST + SST SEE SHT, 11 FOR MINIMUM BqC/ c� NUMBER OF REQUIRED �s COLUMNS A 1p NOTE: EACH COMPONENT IS INTER- S'-'q'ySID3 1/2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER SF SAq 4H� FT9e�FSG MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. ITTTABLES. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE - MAY NOT BE COVERED. FOOTING WHERE REQUIRED, - SEE TABLES 1� TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE t, RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. O.H. O.H 25% OF RAFTER ALLOWABLE ?SoM4t SPAN }OF'O sTFR/zgy SA G 1> <V W M BOG. ? �o O C�3p LENGTH OF STRUCTURE VARIES'G MANDATORY BEAM SPICE - SEE • DETAIL 11, SHEET 12 AOS POST CR SEE POST SS -SECTION. • NO BEAM SPLICE AT SFFT DETAIL. EXTERIOR POSTS �qC/ NC' S 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- HOST SFFT TO CONSTRAIN SEE CHANGEABLE WITH ANY OTHER sAq ge(FSNG TAABLESc, COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. �. `TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE Ll (h co rn �o 6 0at- u�w�' W ::> c'7 w W ch ch O Z (71 C0 � Q M �FEss ic�t q S 5885 `OF Cp;1.\FpQ. 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL i i I I e REVISIONS S MMM DATE DESCRFrIDN pI S 4 STEL JOB # 151071.1 7 e DATE 31312015 g� DRAWN BY MAP CHECKED DKR 6 OPEN LATTICE a STRUCTURES i t SH -2 I 2 OF 50 SHEETS i A o B o C o D o Eo - F o G o - H - 0 1 o J SOLID PANELS SPANS FOR COMMERCIAL,& PATIOS' - 110/120/130 MPH - EXP. B & C 24" TRI -"V" PAN 282• " 12"x 3 1/2" W PANEL 6'/ B" x 234" FLAT PAN 09R Q.S. 5' - .40' 77' I 7'R=117 .40' 80.35' J.-, 1 5 6T '75' .43' •45' (ALL UNMARKED RADII .06R) T= (SEE TABLE - 3. 0' . BELOW) •65. - , i= (SEE TABLE .70' 25' L1 5' BELOW) •282' .38' 2, 7' 1.01 z5 v a " T= (SEE TABLE BELOW .40 4S. .35' .7 ' ti 45' TYR .403.00' .50' SO' -+-4.50' •40' .� �, 40' 1.92' .7 ' 492' .75' L92' .433--dL3' 1.3' .433' .25' 4.00' 12.0 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 LIVE/SNOW LOAD, ps1 20 25 1 0 40 50 24" TRI -'V' PAN 0.88 0.83 0.75 0.80 24"x7j4'x0.018" 0.85 0.80 0.65 0.65 - - LUSL PANELT 110 MPH SPAN 120 MPH SPAN . 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 13'-9" (IN.) 02D (1) 130 MPH SPAN 10'-3" 101-3" 10'-3° 10'-3' 10'-3" 10'-3" .018 11'-1" 11•-2" 10'-7- 10•-r 9'-11• 14'-r 15'-3" 15'-3" 9'-0' 81.6" 8'-7' 8'-1 ° 8.2" 7'_5, .024 12 -3" 12'_3" 121_3" 12'_3, 12'_3• 121.3, 10 .024 12'-T 12'$" 11'-10 13'-T" 13'7" 10 13'-7" 10'4" 9'-9" 9._9, 9'_2. 9'_3, 8'-7" T_10" 032 14'_3" 14'_3" 14,_3• 14,_3• 14'_3•.. 14._3• 032 14'-9• 14'-9 14'-0" 14'-1' 13'-3" 12'$" 12'-1" 12'-1" 11'-2" 111-3" 10'$" 040 8'4" 8.4' 8.4• 8'4' 8'4' 8' 13'4' .018 12'-9' 16'$" 16'-9" 15'-9" 16'-0' 15'-0' 15'-r 15'-7" 7'-9' 7'-5" 7'-5' 7'-2' 7'-2" 6>10' 18'-0• .020(l) 10,_1" 101_1• 101.1• 101.1• 101_1• 10,_1, 20 .024 032 _ 12' 6" 8'-8' 8'4" 12'$" 12'$" 12'$" 13'4" .024 12'_1" 12'_1, 121_1• 12'_1" 12'_1• 121.1" 15'-9" .032 11'-2' 10'-9' 040 , 17'-r 17'-7" 91-10, 20 17'-7" 10'-9' 10'-3" 10'4• 9'_8, 9'-9" 9'_9, 19'4" 19'4" .032 T_3" 7'-3" T-3' 7'-3" T_3" 14'-10" .018 14'-2" 13'-3' 12'-9' 12'-9" 12'4" 12'4' 11'-7" 16'4" 16'-3' 7'4" 7'4' 7'-1" T-1' 6'-10" 10'-2" 10'-2" -9" 8._9,8.9,8,9. 8._9,8.9.25 12-1" 12-1" .024 g8' 15'-1' 14'-r 14'-7" 13'$" 14'-1" 13'-2" 8'4" 8'-5' 8'1• 8'1" T9'$" .020(1) 9'$' 9'$" 9•$" 9'$" 8'-9" .032 8'-6" T-11" 10-10" 10'4" 10'-3" 9'-9' 10'$" 10'-2" 10'-2" 9'-r 9'$° 9'-2" 11'4" 11'4" 6'-7" 6'-7" 6.7" 6'-7" 6'-r 6'-7" 13'-3' .018 11'-0' 10'-7" 10'$" 10'-2" 10'-3° 9'-9' 25 7'-3' 7'-0" T-0' 6'-9' 6'-10' 6'-7" 13'_2" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3• 30 .024 9'-5" 8'-11° 13'-1' 12'-7" 12'$" 12'-2" 12'-3" 1 1-6- 11'-3' 14'-2" 8'-0' 7'-9' 7'-9" T-5" 14'-2" 13'-0" 9'-1" 9'-1" 9'-1" 15'$" 9'-1' 9'-1' 15'-6" F032 15'-0' 14'4" 14'-2" 13'-7" 1"T 9'-10" 9'$" 9'-6" 9'-1' 9'-2' 8'-10• TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, ps1 20 25 1 0 40 50 12"x334"x0.020" 0.88 0.83 0.75 0.80 24"x7j4'x0.018" 0.85 0.80 0.65 0.65 - - 24"x234"x0.024" 0.90 0.86 0.70 0.65 - 24"x2YZ"x0.032" 0.90 0.88 - - Ej (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 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING V _ ' W o clo Z w�M ,. ova z QLD -uLLI Nw� 2 W M W o o 0' Z co � Ch Q�FESS 1�l J t S.5885 OFA\F� ' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 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 234" 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" 110 MPH SPAN 02D (1) 130 MPH SPAN EXP.B EXP.0 .0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 '.020 12'$" 12'$' 12'-0• 11'-1" 11•-2" 10'-7- 10•-r 9'-11• 14'-r 15'-3" 15'-3" 16.3" 15•_3" 15'_3, 15'_3" 10'-10" 10'-1•'$" .024 91-r 91-W 1z'$'12'-0" 1z'-0' 13'-2' 12'-T 12'$" 11'-10 13'-T" 13'7" 10 13'-7" 17'-r' - 17'=7" 171.7. 17'_7, 17'_7" 5'10" T_10" 032 14'-9• 14'-9 14'-0" 14'-1' 13'-3" 19'-7" 19'-r 19'-7" 19'-7" 19'-7" 040 10'-10' 10'-1" 14'-2" 13'4" 13'4' 12'$" 12'-9' 16'$" 16'-9" 15'-9" 16'-0' 15'-0' 15'-r 15'-7" 11'_3, 11'_3, 11'-3" 11'_3' 11'_3" 11'_3' 18'-0• .020(l) 032 032 _ 12' 6" 12'$" 12'$• 12'$" 12'$" 12'$" 13'-1' 13'4" .024 12'$" 12'-0" 16'-2" 15'$" 15'-9" 15'-0" 11'-2' 10'-9' 040 , 17'-r 17'-7" 91-10, 20 17'-7" 14'$' 14'$' 14'$• 14'$" 14'$" 14'$" 19'4" 19'4" .032 15'-7" 14'-10" 14'-10" 14'-1" 14'-2" 13'-3' 12'-9' 12'-9" 12'4" 12'4' 11'-7" 16'4" 16'-3' 16'-3" 16'-3' 16'-3" 16'-3" 16'-3" 10'-2" 10'-2" 040 10'-2" 12-1" 12-1" 12-1" 12-1" 12-7" 15'-1' 14'-r 14'-7" 13'$" 14'-1" 13'-2" .ozo .020(1) 9'-1" 8'-9" 8'-9" 8'4' 8'-6" T-11" 10-10" 10'4" 10'-3" 9'-9' 12'-0" 12'-0' 12'-0" 12'-0" 12'-0" 12'-0" 11'4" 11'4" .024 13'-3" 13'-3" 13'-3" 13•-3' 13'-3' 13'-3• 11'-0' 10'-7" 10'$" 10'-2" 10'-3° 9'-9' 25 13'_2" 13'_2" 13•_2" 13'_2" 13'_2• 13'_2" .032 20 I 10'-1" 9'-8' 9'-9' 9'-3" 9'-5" 8'-11° 13'-1' 12'-7" 12'$" 12'-2" 12'-3" 1 1-6- 11'-3' 14'-2" 14'-2" 14'-2' 14'-2" 14'-2" -W 14'-2" 13'-0" 13'-0" 1-10 15'$• 15'$" 15 -6" 15'$° 15'-6" 15'-6' 15'-0' 14'4" 14'-2" 13'-7" 1"T 10'$• 10'$" 10'$" 10'$" 10'$" 10'-6" .020(l) 11'-10" 11'4' 11'$" 11'-0' 11'-0" 10'-6" 9'-2" 8'-9" 8'-11" 8'-5" 8'-6"--'8'-2- 8'-2" 13'-1' 1 11'-3' 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 14'$' 14'$" .024 16'$" 16'$" 16'$" 16'$" 16'$' 16'$" 10'$' 10'-1" 10'-2" 9'-7" 30 12'$" 12'$" 12'$' 12'•8" 12'$" 12'$" .032 13'$" 12'-10" 13'-0' 12'4" 12'$" 11'-10" 15'$" 10" 15'-2" 14'-10 14'-10' 14'-3• 13'4' 13'4" 13'4" 13'4" 13.4" 13'4" 91-9" 9'-9" .040 10'4" 10'4" 10'4" 10'4• 10'4" 10'-4" 14'-2' 13'-8" 13'$" 13'-0" 13'-3' 12'$" 9'-1" 9'-1' 9'-1' 9'-1" 9'-1" 9•-1' .020(l) 1" 8'$" 8'$' 8'-3" 8'-3" 7'-10" B'-3" 8'-1' 8'-1" 7'-10" 7'-10" 7'$" 9'4' 10'-3• 10'-3" 10'-3• 10'-3" 10'-3" 10'-3" 10'4' .024 1�11_1"l11'1"11'_1" 11'_1".024 9'-5" 9'-1• 9'-1" 8'-10' 8'-10" 8'-r 40 11'4" 11'4' 11'4' 11'-4' 11'4" 11'4" 25 .032 911" 9'-7" 97' 9'-2' 93" 610' 25 11'-3• 11'-1' 11'-0" 10'-7" 10'$" 10•-3" 12,_2. 12•_2, 12._2• 12'_2" 12._2" 12•_2" 12'_1" 040 P12'-8' 12'-1" 12'-1" 12'-1" .032 12'4" 12'4" 12'-1' 12'-1" 111$' .032 8 2" 8 2• 8-2• B 2" 8 2" 8-2• 020(1) 11'-10" 11'-3' 11'-3" 10'-9' 10'-10' 10'4" 7'-1" 7'-1' 7'-1" 6'-11" 6'-11" 6'-9" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2° 13'_1, .024 13,_1" 13'_1, 13'_1• 13,_1• 040 8'-0' 7'-10" 7'-10" 7'$" T -B" T-6" 50 .040 10'-7" 10'-r 10'-7" 10'-7' 10'-7" 10'-r .032 12'-9' 12'-9" 12'-3' 12'4" 11'-9' 15'4" 9'-7" 9'-7' 9'-7" 9'-3" 9'-5" 8'-11" 11'-3" 11'-3• 11'-3• 11'-3" 11'-3" 11'-3" 040 9'-9" 9•-9" 9'-9'9'-9" 9'-9" .020 10'-10 ,0'-10 10'-7" 10'$" 104" V _ ' W o clo Z w�M ,. ova z QLD -uLLI Nw� 2 W M W o o 0' Z co � Ch Q�FESS 1�l J t S.5885 OFA\F� ' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 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 234" FLAT PAN 6" x 234• FLAT PAN LUSL PANEL -T- (IN.) 110M SPAN 1 N 130 MPH SPAN LUSL PANELT (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 .0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 '.020 12'$" 12'$' 12'-6" =Z-6"l 12'-6" 14'-r 14'-r 14'-7" 14'-r 14'_7" 14'-.020 10'-10" 10'-1•'$" 91-r 91-W 1z'$'12'-0" 1z'-0' 11'4" 1T$" 1O'-9" 13'-T" 13'7" 13'-7" 13'-7' 5'10" 5'-10" 5'-10" 5'10" T_10" 5'10'.02402410 12'-1" 11'4''-9" 10'-10' 10'-1" 14'-2" 13'4" 13'4' 12'$" 12'-9' 12'-t' 15'-7" 15'-7" ' 164" 15'-r 15'-7" 15'-7" 18'-0" - 18'-0"'- 18'-0" 18'-0' 18'-0• 18'-0' ' 032 032 14'-1" 13'-1' 13'4" 12'-4" 12'$" 12'-0" 16'-2" 15'$" 15'-9" 15'-0" 15'-1" 14'-3• 040 , 17'-r 17'-7" 1T-7" 17'-7" 17'-7" 17'-r 040 19'4" 19'4" 19'4" 19'4" 19'4" 19'4" 15'-7" 14'-10" 14'-10" 14'-1" 14'-2" 134" 17'$" 16-10" 17'-0" 16'4" 16'$' 16'-0" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2° 10'-2" 12-1" 12-1" 12-1" 12-1" 12-7" 1s4- .020 .ozo 9'-1" 8'-9" 8'-9" 8'4' 8'-6" T-11" 10-10" 10'4" 10'-3" 9'-9' 9'-10" 9'-5" 11'4" 11'4" 1 VA" 11'4" 11'4" 11'4" 13'-3" 13'-3" 13'-3" 13•-3' 13'-3' 13'-3• .024 .024 20 I 10'-1" 9'-8' 9'-9' 9'-3" 9'-5" 8'-11° 20 - 12'-2' 111$" 111•8" 11'-2' 11'-3' 10'-7' 13'-0" IT -O" 13'-0" 13'-0" 13'-0" 13'-0" 15'$• 15'$" 15 -6" 15'$° 15'-6" 15'-6' .032 ' .032 11'-10" 11'4' 11'$" 11'-0' 11'-0" 10'-6" 14'-2' 13'-9" 13'-7' 13'-0" 13'-1' 12'$' 14'$" 14'Hi" 14'$" 14'$" 14'$' 14'$" 16'$" 16'$" 16'$" 16'$" 16'$' 16'$" 040 .040 13'$" 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" 91-9" 9'-9" 10'4" 10'4" 10'4" 10'4• 10'4" 10'-4" .020 .020 1" 8'$" 8'$' 8'-3" 8'-3" 7'-10" 10'$" 10'-1' 10'-3' 9'-8" W-9" 9'4' 10'4" 10'4" 10'4" 10'4" 10'4" 10'4' 11'_1' 1�11_1"l11'1"11'_1" 11'_1".024 25 911" 9'-7" 97' 9'-2' 93" 610' 25 12'-0" 10'-10 11'-0" 10'$' I VA" 1 VA" 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" 14'-1" 13'-7" 13'$" 13'-1" 13'-2' 12'4' 12,_3" 2'_3" 12'_3, 12,_3" 12'_3, 12'_3" 13'_1, 131_1• 13,_1" 13'_1, 13'_1• 13,_1• 040 >1j2 .040 13'-3" 12'-9' 12'-9" 12'-3' 12'4" 11'-9' 15'4" 15•-1" ,5'-1" 14'$" 14'-9' 14'-1" 9'-3" 9'-3" 9'-3" 9'-9" 9'-9" 9•-9" 9'-9'9'-9" 9'-9" .020 8'-5' W -1"T-10" 7'$" T-,1" 9'-7" 9-7" 9-2" 9'4" 8'-11' 9'9"9'-9" W3'9'-3'9'-3" 91-9" 9'-9•10'4"10'4" 10'4" 10'4" 10'4• 10'4".024 .024 30 9'-1" 8'-11" 8'4" 30 11-4" 10'-9" 11'-0" 10'4" 10'$' W-11"10'-9" 10'-9" 10'-9" 10'-9" 11'•4' 11'4' 11'4" 11'4" 11'11' 11'-4' 032 .032 11'-1' 10'$" 10'-9' 10'4" 10'4" 10'-0' 13'-2" 12'$' 13'-0" 12'$" 12'-7" 11'-10" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 12'-3" 12'-3' 12'-3' 12'-3" 12'-3" 12'-3' .040 .040 12'-7" 12'-2' 12'-2" 11'$" 11'-9" 11'-3" 14•-9" 14'$" 14'-7" 14'-1" 14'-1" 13'-r 8'4" 8'4" 8'4" 8'4" 8'4" 8'4" 9'-0• 9'-0• 9•-0" 9'-0" 9'-0' 9'-0" 020 .020 7'$' 7'-6" T$' 7'-3' 7'-2" 6'-11" 9'-1" 8'-10" B'-70" B'-7" B'_6 8'-1' 9'-0" 9'-0" 9•-0" 9'-0" 9'-0" 9'-0" 9'$" 9'$" 9'$" 9'$' 9'$" '_6" .024 .024 40 8'-3" 8'-3" 8'-0" 8'-1" 7'-10" 40 10'-2' 9'-10" 9'-10" 9'-7" -8 .;>9 9'-3 9'-9• 9'-9" 9'-9• 9'-9" 9'-9" 9'-9" 12'-1' 13'-9° 12'-9" 1 i'4' 12'$• 12'-1' 032 .032 10'-2" 9'-10" 9'-10" 9'-7' 9'-T 9'-3' 10'-3' 10'-1" 10'-1" 9'-10" 9'-10" 9'-8' 10'_7" 10'_7" 10'_7" 10'_7" 10'_7" 1O'_7• 11'_2, 17'_2• 11'_2. 11'_2, 11'_2. 11'_2, 040 .040 101$" 10'-10" 10'-6" 13'-9" 13'4" 13'$" 13'-0" 13'-1" 12'-7° 7 5• 7 5" 7 5" 7 5" 7-5- 7 5 8 3" 8 3' 8 3" 8 -3" 8 3" 8 3" 020 .020 6'-5" 6'-5" 6'-5' 6'-3" 6'-3" 6'-1' 7'$' 7'-7" 7•$" 7'-5" 7'$" 7'-2' 8-3" B 3" 8 3" B-3"�'7 8-3' W_9" 8'-9" '-9° 8'_9, 81.9• 8,_9, 024 024 50 7'4" 7'-3' 7'-3' 7'- 6'-11• 50 8-9" 8_7. .;;8 8'-7" 8'-5" 8'4" 6'-1' 9 1' 9-1" 9 1" 9 1" 91-1. 91-1. 9.$. 9.$. 9.$, 91$. .$. 9'-8.'. 9.$. 032 032 8'-9" 8'-7" 8'$" 8'-5" 8'4" 8'-3" 10'4' 10'-3" 10'-3" 10•-1" 10'-1" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'11" 10'4" 1014" 10'4• 10'4" 10'4° .040 .040 9'-10" 9'-9" 9'-9" 9'-5". 9'-7" 9'-2' 11'•:10" 11'-r 11'-9" 11'$" 11'$" 11'-2" V _ ' W o clo Z w�M ,. ova z QLD -uLLI Nw� 2 W M W o o 0' Z co � Ch Q�FESS 1�l J t S.5885 OFA\F� ' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 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 o 3 0 4 0 5 0 6 0 7 0 8 A tl O L O U RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C LUSL ^T^ (IN.) z w a ua, zo TYP. 3" x 8" RAFTER 80, z W a 2 o 2" X 6 1/2" RAFTER z W aL) a, zQ DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL ^T "T 110 MPH 120 MPH 130 MPH LUSL ^T" J 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 I EXP. C EXP. B EXP.0 10 .042 16" 29'-8" 26'-3" 29'-6" 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" :114'-2" 16'-0" 14'-2" 15'-0" 14'-2" 15'-9" 14'-2" 13'-8" 13'-9" 10 024 16" 22'-6" 19'-10" 22'-4" 19'-10"19'-10" 22'-6" 21'-1" 19'-10" 22'-2" 19'-10" 19'-2" 24" 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" 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•-4" 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" 23'-0" 22'-9" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" .032 16" 20'-3" 20'-2" 20'-3" 19'-6" 20'-1" 18'-2" 18'-0" 18'-0" 18'_0 18'-0" 18'-0" 17'-7" .032 16" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-7" 24'-8" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 24 16'_7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 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 .042 16" 19'-8" 19'-0" 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" 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16'-10" F24 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" _i9'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 024 16„ 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'A" 11'-9" 20 024 16" 17'-4" 16'-7" 17'-4" 16'-7" 17'4" 16'-7" 1T-4" 16'-7" 17'-4" 16'-7" 17'-3" 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 9'-8" 9'-8" 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 oat 16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16'-8" 16'-8" 16' 8" 16'-8" 16'-8" 16'-8" .032 16" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-0" 15 '0" 15'-0" 15'-0" 15'-0" 15'-0" .032 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 22'-0" 21'-1" 24" 12'-1" 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'-0" 15'-0" 15'-0" .042 16„ 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" .042 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 25'-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" 24„ 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 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" 21'-9" 20'-10" * NOTE: SINGLE RAFTERS SPACED 16".O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. '024 16 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-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'-B" 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" 9'-3" 12'-9" 9'-3" 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" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10' 24" 11'-1" 11'-1" 11'-1" 24" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 12'-1" 12'-1" 12'-1" 11'-10, 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16' 8" 16'-9" 16'-3" .042 16" 17'-4" 17'-9" 17'-4" 17'-9" 17'4" 17'-9" 17'A" 17'-7" 17'4." 17'-8" 17'-4" 17'-1" ,042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1"25'-1" 24'-6" 24'-6" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-7" 14'-7" 14'-7" 14'-4" 14'-6" 14'-0" 24" 20'-0" 20'-0" 20'0" 20'-0" 20'-0" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-0" 20'-6" 0.042' TYP. 80, 024' 6. 6' .032 .032, .042'' .042' MAX.�.O'--i * 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM: ALLOY 3004-H36 OR ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES —a ATTACHED FIGURE INDICATES FREESTANDING 4 ' 2 W'clo— � 2 w a' r? Z O U rn w aW uww� hwwm c� M U Z co �Q m �t rn ESS/1 O S 5885 ._: - 1. OF CA1-\FCR` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS mhm DATE DEW_R7nw, 4 STEL JOB d 15-1071-1 DATE 302015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS i SH -5 5 OF 50 SHEETS ' A e e o C o D o t .r- MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO.SUPPORTING BEAM& WALL HANGER _ FOR ATTACHED AND FREESTANDING SOLID COVERS FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING • +fes ;,, ' " W o W N c 2 ZQ .W ��.w rn a� �wu uLu cn W W M M o U rn z co U) M rn v rn Q�FEss ic�yt 0 S 58.8.5 A OF CAL-\ ; 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS KAM DATE DESCRPTIDN 4 STEL JOB# 15-1071-1 DATE YWD15 DRAWN BY MAP CHECKED _ DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH - 4 4 OF 50 SHEETS a a TABLE 1 TABLE 2 T TABLE 3�-= ' - (2) 2"x6 %2" AND ='WALL HANGERS, 3"x8`AND EXTRUDED AND 3"x8" -WITH " 6 %" 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 _PER FOOT OF. WALL HANGER AND BEAM E� H PER FOOT OF BEAM LENGTH 3 3 110 MPH 120 MPH 130 MPH .110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP, B EXP, EXP, B EXP. EXP, B EXP. C EXP. B EXP. C EXP. B EXP. EXP. B EXP. C EXP, B EXP. C EXP. B EXP. C EXP. • B EXP. C ~ ~ 5 1 1 1 1 2 5' 1 1 1 1 �'1 1 , 5 1 1 1 1 1 1 1 2 .1 2 2 2 2 1 1 1 -2,". 2 -2 1 1 1 1 1 1 6' 1 1 1 2 2 6' 1 1 1 1. 2 6' 1 7 1 1 1 1 2 2 2 .2 2 2 3 1 2 2 2 11 2 2 1 1 1 1 1 1 T 1 1 1 2 2 2 7' 1 1 1 2 2 2 ��' 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 1'2 2 8 1 1 1 1 1 1 2 2 2 3 3 3. 2 2 2 2; 3 3 1 1 1 2 1 2 9,2 2 2 2 2 2 g- 1 2 2 2 ?.2 2 g� 2 3 3 3- 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10 2 2 2 2 ? 3 10' 1 2 2 2 2 2 2 10' 1 1 1 2 3 3 3 3 4 2 2 3 3 3 1 2 2 11_3--3-2 2 2 2 3 11' 2 2 2 2 , 3 3 11' 1 1 1 MT2 3 3 4 4 4 2 3 3 3,-2 3 1 2 2 12 2 2 3 3 3 3 12' 2 2' " 2- 2 `2 - 3 - 12 , 1 1 1 3 3 3 4 4 5 2 3 3 3 2 4 2 2 2 13 2 2 2 3 3 3 13' 2 2 2 3 3 3 3 13' 1 1 1 1 1 2 3 4 4 4 4 5 2 3 3 3 4 2 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING • +fes ;,, ' " W o W N c 2 ZQ .W ��.w rn a� �wu uLu cn W W M M o U rn z co U) M rn v rn Q�FEss ic�yt 0 S 58.8.5 A OF CAL-\ ; 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS KAM DATE DESCRPTIDN 4 STEL JOB# 15-1071-1 DATE YWD15 DRAWN BY MAP CHECKED _ DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH - 4 4 OF 50 SHEETS a a 2 e 3 O 4 SPLICE WHERE OCCURS - 0.075', TYP. 6.5" ROLLFORM GUTTER FASCIA MAG BEAM ~ ALUM. ALLOY B ALUM.ALLOY 3004-H36 I 6063-T6 1---2.0 3.0' MAX. ('-,')DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-1136 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' TYP. DBL. 3x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 30041136 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. 1 SPLICE WHERE HEADER BEAM TYPES .- 3"x8"x0.042" BEAM n ALUM. ALLOY 3004-1136 OR EQUAL .032' 3.0 ALUM (�)L SQ. ALUM POST ALUM. ALLOY 30041136 HEIGHT LIMITED TO 10'-0" MAXIMUM. GUTTER . EXT. CLIP SPLICE WHERE TYP. , 4" I -BEAM 4.5" MAG GUTTER ALLOY @�ALum. ALLOY 6063-T6 6063-T6 0.375' T=12 GA. INSERTT=6.125'ASTM A653 SS WHERE ALUM. GRADE 50 G60—\ 3. ' OCCURS ALLOY 6063-T6 .032' 6.6 6' 7. ' ALUM. 0.110' I I TYP. 3" SQ.0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8x0.042" 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. COLUMN / POST TYPES L DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-1136 OR EQUAL C 3" SQ. ALUM. POST ALUM. ALLOY 3004-1136 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 0.024' 0.032' PLUGS RIO SMS "24' EA. SIDE 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004H36 OR EQUAL %1 T' I -BEAM r ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 W/ (2) "C" INSERTS n 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. 0.075' 3. ' TYP. E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. =3"SQ.xt=0.188" H 6 O =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" ... T- 2 e 3 O 4 SPLICE WHERE OCCURS - 0.075', TYP. 6.5" ROLLFORM GUTTER FASCIA MAG BEAM ~ ALUM. ALLOY B ALUM.ALLOY 3004-H36 I 6063-T6 1---2.0 3.0' MAX. ('-,')DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-1136 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' TYP. DBL. 3x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 30041136 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. 1 SPLICE WHERE HEADER BEAM TYPES .- 3"x8"x0.042" BEAM n ALUM. ALLOY 3004-1136 OR EQUAL .032' 3.0 ALUM (�)L SQ. ALUM POST ALUM. ALLOY 30041136 HEIGHT LIMITED TO 10'-0" MAXIMUM. GUTTER . EXT. CLIP SPLICE WHERE TYP. , 4" I -BEAM 4.5" MAG GUTTER ALLOY @�ALum. ALLOY 6063-T6 6063-T6 0.375' T=12 GA. INSERTT=6.125'ASTM A653 SS WHERE ALUM. GRADE 50 G60—\ 3. ' OCCURS ALLOY 6063-T6 .032' 6.6 6' 7. ' ALUM. 0.110' I I TYP. 3" SQ.0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8x0.042" 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. COLUMN / POST TYPES L DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-1136 OR EQUAL C 3" SQ. ALUM. POST ALUM. ALLOY 3004-1136 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 0.024' 0.032' PLUGS RIO SMS "24' EA. SIDE 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004H36 OR EQUAL %1 T' I -BEAM r ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 W/ (2) "C" INSERTS n 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. 0.075' 3. ' TYP. E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. SQ. STEEL POST ASTM A500 GRADE B 1 2 ti N M ti W U) N o M M Z O U rn W QLD u�W� IULj 2 LLI LU M o U �? 00 Q c0'3 U) ai v rn FESS Iq� S 5885 _ 1 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS "m DATE oEscn®no" i I 1 a STEL Joe a 15-1071-1 t DATE YY2015 j DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES # l 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 1 2 ti N M ti W U) N o M M Z O U rn W QLD u�W� IULj 2 LLI LU M o U �? 00 Q c0'3 U) ai v rn FESS Iq� S 5885 _ 1 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS "m DATE oEscn®no" i I 1 a STEL Joe a 15-1071-1 t DATE YY2015 j DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES # l SH -7 7 OF 50 SHEETS A e e o 0 0 0' e t e- F o G - - o M o - ..1 o � RAFTER_ SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 024' 6. .024' 6. , 032 .04 .032' 2' .042' MA-- -1--2.0'-- * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL Li r +- W W Q°O0 ro-2 ZQ1 Z__j_0 U rn Ww" Q� V cnw W :EM W c� M U rn Z 0 Q cim U) ai �pFESS 1 �1 q S588 OF cAL\F°�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS MARK DATE DESCRPTION 4 STEL JOB # 15-10714 DATE 3=15 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS Z F a Z �o 2" X 6 1/2" RAFTER '..Z W • a 'o �Q _ DBL. 2" x 6 1/2" RAFTER LUSL ^T^ �1N) 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.131 EXP.0 EXP.13 EXP.0 024 16" 9.-9. 10'-3" 9'-9" 10'-3" 91-9. ' 10'-3" 9'-9"� 10'-3" 9'� 9"'— 10'-3" 9'-9" 10'-3" 024 " 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" 7'-6" T-6" T-6" 7'-6" 7'-6" T-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24".11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10 11'-10 11'-10 11'-10 11'-10 11'-2" 11'-10" .032 16" 12'-6" 12'-6" 12'-6" 12'-6" 1" 12'-0" ' 13'-1" 12'-6" 13'-1" .032' 16" 18'-7" 18'x" 18'-7" 18'-4" 18'-7" 8'-4" 1 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 30 30 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" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 15'-1" 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" r24. '-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 1__12'- 12-10 12'-10 12'-10 12-10' 12'-10' 12'-10 24" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-6" 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" T-2" T-2" T-2" T-2" 24" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4" 10'-4" 10'-4" 10'4-" 10'-4" 9'-10" 10'-4" 40 .032 16" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 40 .032 16" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'4" 16'-1" 16'4" -::l6'-1 - 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'-0" 9'-4" 9'-4" 9'-4" 9'-0" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" .042 16" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" V w 042 .16" 19'-9" 19'-4" ��11665'-27'116�'-29"�' 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 24" 10'-9" 10'-9" 10'-9" 10'-9"' 10'-9" 10'-9" -'l1'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 24" .- 16'-2" 16'-2" 16'-2" 15'-10' 15'-10' 15'-10' 15'-10 15'-10' 16'-2" 15'-10" .024 16" 7'-3" 8'-2" 7'-3" 8'-2" T-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" T-3" 8'-2" ,024. 16" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11'-4" 24" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-9" 5'-9" 5'-9" T-9" 5'-9" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9.4' 9,-4" 9'-4" 9,�" 9'�" 8'-3" 9'-4" 032 16" 9'-9" 10'-3" 91-9".r�l 10'-3"0'-3" " 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 032 16" 14'-8" 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" T-0" T-0" T-0" T-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 24„ 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 10" 11'-10"11'-10" 11'-3" .042 16" 11'-9" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 11'-9" 12'-6" .042 16" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" • 17'-6" 17'-9" 17'-0" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-2" 10'-2"-':.10'-2" 10'-2" 10'-2" 10'-2" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 13'-7" FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 024' 6. .024' 6. , 032 .04 .032' 2' .042' MA-- -1--2.0'-- * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL Li r +- W W Q°O0 ro-2 ZQ1 Z__j_0 U rn Ww" Q� V cnw W :EM W c� M U rn Z 0 Q cim U) ai �pFESS 1 �1 q S588 OF cAL\F°�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS MARK DATE DESCRPTION 4 STEL JOB # 15-10714 DATE 3=15 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 1 O 2 0 3 0 _ 4' 0 5 0 6 6 O V C u EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS TABLE 1 NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER 3/16' STEEL NOTEI BRACKET CAN BE A34 FRAMING ANGLE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS , LOADS OPENING PROJECTION 8" 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. SEE TABLE 2 FASTENERS, SEE TABLE 3 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 8' >1v COVER LUSL 0 0 TYP. BRACKET NOTE: PROVIDE WATER PROTECTION, METAL FLASHING FOLLOWING CONDITIONS OCCUR: 30,40 & 50 psf >6' > 14' WIND SPEED (MPH) AND EXPOSURE AT EVERY 2x CAUCK JOINTS AND SLOPE R.F. OR EXT. HANGER 120, C 130, B 130, C 10 8' O G TO DRAIN (OPTIONAL) CHANNEL, 2X OR 3X 2" x 4" FULL 26'-0" EXISTING EAVE ALLOWABLE PROD. TO BEAM RAFTER BRACKET 25'x" LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 26'-0" 26'-0" WITH FASTENERS 24" MAX 1 1/4' 2x60Ra8LEDGER o M WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) PER TABLES 3 &IMIN. WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 ALUM. PANEL 2X OR EXIST. RAFTERS AT 26'-0" 2x WOOD STUD OR 26'-0" 26'-0" 3x ALUM. RAFTER 24' O.C. AT ROOF V CONCRETE WALL 26'-0" RAFTER (3}#14x3 1/2' W. EXIST. FASCIA BOARD OVERHANG 3 Ifi 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 W 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) FULL DEPTH 20 2" x 4" FULL 26'-0" 26'-0" ALLOWABLE PROJ. EXISTING EAV WOOD SCAB, 1' 20'-7" 7, (A) (A) (A) TO BEAM OVERHANG (A) (A) (A) WHERE OCCURS, (A) (A) (A) (B) NDTEI PLACE 'SIKA FLEX' OR SIMD_AR SEE TABLE 1 (24' MAX.) 30 SEE TABLE 26'-0" MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE 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) COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER 26'-0" 26'-0" 26'-0" SEAL W/ SAME CONNECTION'S. EAVE CONNECTION 26'" -09' �o� WALL CONNECTION 40 A 2"x8" FULL OR 2"x10" NOTCHED 26'-0" ALTERNATE EAVE CONNECTION 1. EXISTING ROOF OVERHANG DESIGN LOADSI 26'-0" NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 2'xEX' C RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8' (AT 3-x8' MINIMUM RAFTERS) NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, & 50 psf (B) (B) (B) I OR KILN -DRY WOOD -FILLED 2"x6 W OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS (B) 50 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 OVERHANG110, MAXIMUM PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE B 110, C 120, B 120, C 130, B 130, C 10 S AT 48' O.C. STRONG -BOLT 2 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 = 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'x" 20'-7" 2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 254" 21'-2" o M 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 W 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. calla) 2"x6" FULL HE 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 OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 W 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 264" 20'-7" 7, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 S ATS36 SD C.sSTRONG-BOLT - 2 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) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'" -09' (A) (A) (A) (A) (A) (A) (A) (A) I (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 IV 0 SIMPSON STRONG -BOLT 2 SS AT 36' D.C. ta,b) 2"x8" FULL OR 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) I (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24' D.C. (alb) 2"x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20W" 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) T (B) (B) (B) (B) (B) (B) (B) (B) I (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 & 4: Q. 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 31�DIAMETER SCREW IN LIEU OF (2) ;r4' DIAMETER LAG SCREWS. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2"x 4" FULL 16'-0" 16-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS (D) - DIAMETER LAG SCREW (E) - �'a' 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. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" � F WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED �0 m- (EXP, B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 3. 40 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'-8" 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) 550 2"x 4" FULL 8'-11" 8'-11" 8'-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 OR 2"x8" NOTCHED 15'-3" 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) (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) I (C) (C) (D) .(D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 204 W � W v7 N o<� W ¢�xd U) W W Uj M W W M M o U M Z °O Q M d' FESS Ips o S5-85. 1 OF CAl\EOQ 03-03-15 DURALUM IAPMO 0195 ASSUMPTION A1 -IJ APPROVAL REVISIONS MAW D47E DESCRFMN 4 STEL JOB q 157071-1 DATE 3!32015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS A o 6 - a C o D " - t' HANGER CHANNELS AND MOUNTING BRACKETS ' E .._ FASTENERS, 2.740" SEE TABLE 3, SHEET 4 FASTENERS, 078 ' 1.50" SEE TABLE 3 SHEET 8 300" W ALUM. 3004-H36 •.06 " _ - — _:'.63 T=.060" iv w 25"R •05 FASTENERS o A.5 " .010"x90" • .202" FASTENERS, SEE TABLE 3 SHEET 8 - _ f= 0.04" (2) DIA. SEE SHEET 4 O C-- M563" .281" .20 c+i Q CONTINUOUSA-RAIL 01 FASTENERS ROOF PANEL � (WHERE OCCURS) O_ " of SHEET 8 SEE TABLE 3 .06 " FASTENERS, w ALUM.ALLOY FASTENERS, 1 75" SEES EE 4 6063-T6 1.880° � SEE TABLE 3, SHEET 4 AL 6063 -TOY ALUM.ALLOY 6063-T6 6063-T6 OROHANGERED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. 10# L L - 2 14 SMS EA SIDE o I o T= ---- — — ALUM. ALLOY 6063-T6 "H" BRACKET (3) i2" O LAG SCREWS 1 1/2" 20#,25#,30# L.L.=(3)#14 SMS EA. SIDE SPLICE TO #14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE ,.)BEAM _ Y OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 3 PER SIDE - ' POST. NOT PERMITTED_ PLUG WHERE r @ SC S I °O 2 -POST UNITS SCREW IS INSIDE J I' 3/4" OR 1 1/2" P6 ER SRDE Q 5" #1 2"x 6 1/2" OR BE USE AS 5" MIN. 3" x 8" ALUM. 3.5 " 3.5" ALTERNATE TO RAFTER 1/4"0 BOLTS 3.5" 3.5" _ 3"x8" ALUM.AIE)STUCCO It 3/4" OR 1 1/2" -- --------- 8" BEAM I 5^ X HEADER IJ -BRACKET Q] OR ❑P I I, LU EXISTING WOOD STUD FRAMING SEE NOTESol 3"x8" ALUM. BELOW 1 1L6 1/2" SIDEPLATE EA. 2 W (E) STUCCO RAFTER x 3-1/2^ LAG SCREWS L.L:10 psf ISIDE SEE POST SCHED. 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 (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. .ST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE , THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAF ET R_TO STUD WALL CONNECTION_0 BEAM TO POST CONNECTION 8 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" BOLT CONNECTIO DOUBLE RAFTER- #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" ALUMINUM MEMBER WITH EXISTING SHEATHING WOOD FILL OR DBL. 3'xB'x0.042 BEAM NOMINAL LEDGER OR DBL. 2'x6.5'x0.032'/0.042' ALTERNATE: (NEW OR EXISTING) BEAM 4-#14 S.M.S. EACH 3 SEE NOTE, DETAIL B. RAFTER TO COL SHEET 8 0 CONNECT. (B -TOT.) 2"x6.5" OR 3"x8" RAFTER u� o l 0'AlLTERNATE: 1/2" BOLT U) I0 1. a.s Os" ALTERNATE: FASTNERS, SEE TABLE 3, '� SHEET 8 (2} #14 S.M.S. EACH RAFTER 1" TO COLUMN CONNECTION 0 ACCESS 0 (4 -TOTAL) HOLES HOLES 3"x 3"STL.POST 24" ( ) ALTERNATE : INSTALL 6 — ik14 INSERT ATTACHED OR (2}2x6.5" OR _ ALTERNATE: 3' SO. POST X♦' 3"x 3"STL.POST COLUMN (2}3"x8"HEADER FOR FREESTANDING 4 (2)- 2x6.5" OR (2)-3"x8" HEADER EXISTING LONG SDS @ EACH (2) -1/2 -BOLT ALTERNATE: ALTERNATE: 1" STUCCO OR EQUAL HEADER TO xx() - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD COLUMN 2"x 6.5" SIDEPLATE O (2)- #14 S.M.S. EACH RAFTER CONNECTOR C12 FASTENERS PER DBL. RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. O EXIST. STUCCO / LEDGER O DOUBLE HEADER ATTACHMENT DETAIL COLUMN DETAIL t' i Z W CV ap co J W .Q. :^ 07 W W W W M W ch o U 00 Q 00 0) rn FESS ICO ps 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AW APPROVAL REVISIONS MART( DATE DESCRPTION 4 STELJ 89 15-1071.1 DATE 3/312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS s 0 6 e 7 0 8 r v o u t r FOR 3/8" MB .56" ASTM A500 GRADE B INSTALL 1Y" x 1Y2" x Y8" HDG WASHER PLATE AT ANCHORS COLUMN /.POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS i .75" 157" TYP� TABLE 1 TABLE 2 USE FOR WOR 4" "T" BRACKET @ 3 -SQ. POST ' ATTACHED ONLY FOOTING & ANCHOR BOLTS ATTACHED AND FREESTANDING 5.50- STEEL POST ONLY: USE POST TYPE Wi (4)-#1 4 SMS ESIDE OF POST A OR 1/2" M.B. THROUGH POST ALUM.-rBRACKET USE WITH ALTERNATE FTG. I I I F, G, H. 1, J OR K POST POST POST TYPE B,C,D, OR E. STEEL BRACKET OR 9" SQ. 1/2 DEPTH OF I 1 SINGLE POSTS FOOTING SIZE BOLTS EMBED. CUBESIZE SO. 18" DEEP " CUBE FTG. 18" 18" SQ. 12• it -2Y CUBED (1) (2}318.0 17/8' 20" 21" SQ. 12" I (2}3/8'(3 STRONG BOLT 2 SS EA. BRACKET TO SLAB. EDGEMINIMUM DISTANCE TO EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1%" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. SEE TABLE 1 - d DEII TH aG v POURED CONCRETE FOOTING SEE TABLES • FOOTING OR 12' MIN. EMBD. —I (1)-1/2.OM.B.•` x9" LONG, 1' FROM END OF POST I j ". I 1 � I :• - ; ::;' w Q W Z rn a F 2 ' o m Z 23.8 24• CUBED (1) (2}12.0 3114' - 22" 25' SQ. 16' 24' 28' SQ. 20' 25• - 30" CUBED (2) �P)-I 2.0 3 1/4• 26" 32' SQ. 23' 31* - 34• CUBED (2) 1(4}5/8'0 4' 28" 35' SO. 2$" 30" 39' SO. 28' 35•-39•CUBED (2) ,(4)-3/4'0 4314 32" 43' SO. 30" 34' 47' SQ. 32" ao -aY CUBED (2) (a}3ra 0 4 ala• 36" 51" SQ. 34" NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) MAY USE EITHER STEEL IN BRACKET ALTERNATE FREESTANDING BASE PLATE. 38• 55" SQ. 37" FOR SIZE 3 1/2" MIN. SEE FOOTING QUARE ---J40" IN BEAM SPAN TABLE1) POURED CONCRETE FOOTING SQUARE, SEE FTG. SCHEDULE IN BEAM SPAN TABLES 60" SQ. 39" 42• 64" SQ 41" 44' 69" SQ. 43" �� EXISTING SLAB O ATTACHED COVERS ONLY O POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 2) REQUIRES BASEPLATE' SQUARE POST EMBED. INTO FOOTING O CUBE FOOTING W/312 SLAB ALUM. ALLOY 3.00" OR 6063-T6 — 2.40"— o-"0 1.375" 0 75" 1.60" 1.5 .090" TYP. INSTALL 1Y2" x 1Y2" x Ye" HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM _"T" BRACKET q 7/16"0 HOLE � FOR 3/8" MB .56" ASTM A500 GRADE B INSTALL 1Y" x 1Y2" x Y8" HDG WASHER PLATE AT ANCHORS .75" 157" TYP� USE FOR WOR 4" 1.75"r STEEL POSTS 1 5.50- q 2- 5/16'03 HOLES NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET. 2 FLANGES 2 1/8" APART 75" BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST q 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3)-3/4"ID 8 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" INSERT i{= Ij 9" SQ. X 5/8" THK. L THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 Y" 6 y" 1 X. WELDED STEEL BASE PLATE Q ALTERNATE FREESTANDING BASE PLATE ANCHOR Z ch ti N ti co o to f1) M V w aL u cn w �ww� M M U a? z 00 `a C� cn FESS Igyq! S 58.. OF t A . 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRVrM 4 STEL JOB # 15-1071-1 DATE 3312015 DRAWN BY MAP CHECKED DIM i COLUMN / POST SURFACE MOUNT AND FOOTING j EMBEDMENT DETAILS I J SH - 10 10 OF 50 SHEETS LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS•- +/BEAM SPLICE TO - 1�/ OCCUR DIRECTLY OVER 5/8"0 PLASTIC 1 POST. NOT PERMITTED PLUG WHERE �. @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I s _ 5.. - - .5" #14 SMS MAY _ BE USE AS 3.5" y L3.5" ALTERNATE TO - 1/4"0 BOLTS - 3.5" 8" BEAM <� D 3 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3-1 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 Q m- _ 2"X6.5"X0.042" SIDE PLATES _110 -MPH 120 MPH 130 MPH EXP. -BT -EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 45 5 6 12' 3 4 4 5 5 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. o 8 RDL INSULATED WALL LAGER 04 .5" E1 OR �2 SEE NOTES BELOW I i 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES 1, POST SCHEDULE 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8}#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROOF PLAN FASTENERS, #14 SMS @ 32' D.C. 1..�-T 4 4 MIN. PER EACH JOINT LL—FORMED #14 SMS E 32. O.C. MAX. IRP (4 MIN. PER PANEL INTERLOCK) OLL—FORMED PANEL ALUMINUM SKINS IRP TOP 6 BOTT. 0.024' (�.,1 ROLL -FORMED PANEL INSULATED ROOF PANEL 2) INTERLOCKING SEAM INTERLOCKING JOINT ROOF HANGER P 4 - Ch C14 I,— W GO M 41-U)0,00 M Z U O m 0�._ _ uU)W� W :E cri W W c") Cil •--jM C:) U M Z 00 C)7 FESS I pyq c'�?? S.5 85 J .. OF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK i DATE DESCRPnON 4 STEL JOB 0 15.1071-1 DATE 3rV2015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS 0 A o B o C o BEAM TO P ' SPLICE DETAILS 11 SIMPLE SPLICE 1 0 s 0 6 D o E o P F o G ST & LATTICE TUBE TO RAFTER,.CONNECTION DETAI BEAM TO POST DETAILS 12 FULL MOMENT I i (2)#10 S.M.S.@ EA VALLEY, TYP. (6 TO M S 11 #12 S.M.S. II TYP. THICKNESS =.035 6 (24 TO TYP, THICKN IMS =.035- u B d t t t tt t t t t tt w ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS ANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS J As NEETCH ED TO LEAK I -BEAM ALUM ALLOY I AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I TO POST W/ ONNESCBT WEB STL. C -BEAM 3„ TOTAL= (8)-1/2.0 BOLTS 1 THRU-BOLTS @ 4" I -BEAM, SO. POST ( AND (3) - 518" 0 THRU BOLTS SPLICE WHERE 4„ OCCURS .070" ALUM.ALLOY 6063-T6 4" 1 -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED f{I @ 7' I -BEAMS 1 I H - BRACKET?TO POST 1. 3"x 8"x.042" BEAM, 3" SQ. STEEL OR MAG BEAM. 10 I ■ - I o H o I BEAM TO POST DETAILS (12) - #14 x 112" S.M.S. EACH SIDE OF 3' SO. POST iTOTAL) ALTERNATE: 1/4'0 OLT W/ WASHER EA. SIDE OF 3' SO. POST .7 I o I I t1 1 2.35" 3" SO. POST 4414 x 1/2" S.M.S. EACH SIDE OF 3' SO. POST (&TOTAL) ALTERNATE 70 OLT W/ WASHER EA. SIDE OF 3' SAO. POST I t,UG BE FASCIA 3.00' 3" SO. POST - MAG BEAM OR .2 3'SO. STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS V-0" 4 - #14 SDS 2'-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING = 3/4" FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE nzz— OPTIONAL LATTICE TUBES O O O #14 x 1/2" S.M.S. TOP - - \—(6)-#14 SDS @ EA. SIDE & BOTT. (2) -TOT. TOP & BOTT. TOT.=24 SPLICE WHERE p occuRs 4, c o 11" ROOF PANEL FASTENER 612" TYP. 0o GROUP O O ROLLFORMEO OR O O EXTRUDED GUTTER ALUM. BRACKET X 3" X3" ALUM. OR #14 S.M.S. @12-O.C. ALUM. ALLOY STEEL POST FASCIA 6063-T6 3,_�. 6 1/2"x2"x.024 2' 1" 'L" SEE TABLE 7" I -BEAM MOMENT C -SPLICE "U" BRACKET - RAFTER TO BEAM RAFTER 1 `%":SQ. OR 2" LATTICE TUBE' 2"x3" LATTICE TUBE P LATTICE TUBE TO RAFTER 16 "U" BRACKET_ - RAFTER TO BEAM 17 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER -H25 1 1/2" SO., 2" SO., ALUM. ALLOY 3105-H25 OR 2"x3" LATTICE ALUM. ALLOY 3105 #8 x 2 "SMS, 2 1/2" • @3 O.C. MIN. 1 1/2" t = .040" @ 6063 T6 5JI OR 3 1/2", TYP. UP TO 6"O.C. MAX. .28" �1 Q��� 1.501^ 2^ 2,. 3 28 11 r(6) - #14x %" TEK SCREWS BRACKET TO RAFTER j/2' MIN. 18 RATTER .018" ^ o (6) - #14x %" TEK SCREWS BRACKET TO BEAM N WN o ,2 w�'M V Z 0 V rn w uaFP U)w- LU :E M M _j M o U 0� 00 Z 000 UQ ch m �FESSIq�� co S5885 �. OF. CAl\FOQ DURALUM IAPMO 0195 ASSUMPTION ANJ APPROVAL REVISIONS K -M DATE DESCRIPIIDN 4 STEL JOB # 15-1071-1 DATE 3l3I2D15 DRAWN BY MAP CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED FAN BEAM O.H. _ TRIBUTARY TRIBUTARY= h I WIDTH 1 112 SPAN +, O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS • I IAI — AITCD CDAAI Yn PCAITCD CDAAI FAN BEAM (19'-0" MAX SPAN) FAN BEAM AN BEAM y J J 3 HEADER z CEILING FAN AND/ T=.075 2 2' 2 2' 2 2' P: OR LIGHT FIXTURE TYP. X ( MAX. 30 lbs.) w � \ ., FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER i r AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL _. 2 hw I CIO W co c6 N M U) M 27 < cn WO' rn -i w Q � U) W W � M W rn 1 o U � 00 Q � .. � cn rn - FESSIq,�! S 5885 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL t REVISIONS Q MkRK DATE DESCRVnDN . 4 STEL JOB # 151071-1 3 DATE 31312015 po DRAWN BY MAP g3 CHECKED DKR c HOW TO DETERMINE TRIBUTARY WIDTH & a FAN BEAM DETAILS 3 SH -13 13 OF 50 SHEETS _ -CLEAR SPAN (FT.) O.H. 6 J 7 8 9 10 11 12 13 14 15 16 17 18 "' 19 20 21 0 3 .4 4 5 5 6 6 7 7 8 8 .9 9 10 10 11 1' 4� 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NP NP ° NP NP NP 5' - - - - - 11 11 12 12 NP i NP NP NP ;: NP NP NP NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED FAN BEAM O.H. _ TRIBUTARY TRIBUTARY= h I WIDTH 1 112 SPAN +, O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS • I IAI — AITCD CDAAI Yn PCAITCD CDAAI FAN BEAM (19'-0" MAX SPAN) FAN BEAM AN BEAM y J J 3 HEADER z CEILING FAN AND/ T=.075 2 2' 2 2' 2 2' P: OR LIGHT FIXTURE TYP. X ( MAX. 30 lbs.) w � \ ., FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER i r AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL _. 2 hw I CIO W co c6 N M U) M 27 < cn WO' rn -i w Q � U) W W � M W rn 1 o U � 00 Q � .. � cn rn - FESSIq,�! S 5885 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL t REVISIONS Q MkRK DATE DESCRVnDN . 4 STEL JOB # 151071-1 3 DATE 31312015 po DRAWN BY MAP g3 CHECKED DKR c HOW TO DETERMINE TRIBUTARY WIDTH & a FAN BEAM DETAILS 3 SH -13 13 OF 50 SHEETS A o n o C o D o E o F o G o H o I o J 1 0It z 0 3 0 4 O s 0 s D 7 3 BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS -10 PSF LIVE LOAD -110, 120,130 MPH - EXP. B & C 00 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 0--- U } ATTACHED FREESTANDING ATTACHED FREESTANDING 1.032, 6' • = MAX.COL. MAX POST MAX.POST MAX.POST MAX.POST SPACING �o MAXPOST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. �o T=12 GA 042' ON SLAB SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN) POST SPACING SPACING (IN.) POST m 3 FOR DBL FOR 3'x6' FOR DBL. FOR 3'x8' ASTM A653SS (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.Sx0.032' BEAM (1) TYPE 2'x6.5'x0.03 BEAM (1) TYPE GRADE 50 G60 3,O' 0,042• TYP. 16'-9" 15 14'-7" 29 G 14'-1 15' 4" 15 14' 1 15'x" 28 032' O 13'-7" 5' 16'-9" 17 B 14'-7" 31 H 4'-10" 15' 4" g 17 14' 6" 15'-1" 30 G 5' ALUM. 0'�MAX,'0.� 6' 15-15-3D 168 B 13'-3" 28 V37 141"B15 13'-7" 14'-1" 28G6,13'-3"30 14'-11713'-313'-9"29 DBL.2"x6.5"x0.032" 14'-2" 16 12'-4" 2813'1" 1512'-7"13'-1"28IALUM.ALLOY3004x-1369'-9"7'14'-2" 18B12'-4" 30B1712'-3'12'-9" 29G 7' 3" SQ.x0.032" ALUM. BEAMOREQUAL13'3"1611'-7"2912'-3" 16 11'9" 12'3" 28,W/ 12 GA. STL. "U" CHANNELDBL. 2"x6.5"x0.042" 3"x8"x0.042"BEAM8'-6"8'13'-3"19B11'-7"29 12'-3" B 18 11'-6" 12'-0" 28 G $ E `� ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004FI36 J 12'-7" 17 11'-0" 29 11'-2" 11'-7" 16 11'-2" 11'-7" 29 . ASTM A653 ss OR EQUAL OR EQUAL � 7'-7„ 9' 19 C 11'-0" 29 G 11'-2 11'-7" B 18 0'-10 11'-3" 28 G 9 GRADE 50 G60 17 10'-4" 30 10'-7" 11'-0" 16 10'-7" 11'-0" 29 6'-10" 10' 1--12 19 C 10'x" 30 G 10'-7 11'-0" B 19 10'-3' 29 G 10' 11'-4" 17 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29 , O 6'-2" 11' 11'-4" 20 C 9'-10" 30 H 10' B 19 9 -10 10'-1" 29 G 11 r 10'-1 18 30 9'-8" 9'-8" 17 9'-8" 9'-8" 29 12' ' r=12 OR 20 C 30 9'-8" 9'-8" 9'-6" 12 14 GA. 7.8 5' AsrM A653 SS GRADE so cso } ATTACHED FREESTANDING ATTACHED FREESTANDING } MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST �F ^=^ SPACING DO MAx•POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. :)b ON SLAB �� SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN) POST SPACING SPACING (IN.) POST m- 0.042' 625• FOR OBL. FOR 3'x8' FOR DBL. FOR 3'x6' cc (2) (g) � (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE 2"x6.5'x0.03Y BEAM (1) TYPE � TYP. G 16'-9" 16 14'-7" 31 H 14'-1 15'x" 15 14'-1 15' 4" 30 .875 O 13'-7" 5' 16'-4" 18 B 14'-7" 33 J 14'-8" B ->,8 14'-1" 14'-7" 31 G 5' 3"x8"x0.042" BEAM N 11'-4" 6' [!15'-3" 16 13'-3" 30 H 13'-7" 14'-1" B 16 13'-7". 14'-1" 29 G 6, I W/ 14 GA. STL. INSERT � 15'-0" 19 g 13'-3" 32 I 13'4 18 2-10" 13'x" 31 I -3,03'03.0'—I Ivy ASTM A653 GRADE 50 G60 9'-9" 7' 14'-2" 17 B 12' 4" 29 G 12'-7" 13'-1" B 16 13'-1" 29 G 7, MAX. 3'-10" 19 12'x" 31 I 12'x" 2'-10' 19 12'-0" 12'-4" 30 3"x8"x0.042" BEAM �„� 8'-6" $' 13'-3" 17 11'-7" 29 G 11'-9" 12'-3" 17 11'-9" 12'-3" -13 , %� DBL. 3"x8"x0.042" BEAM �1 W/ 12 GA. STL. INSERT 20 B 11'-7" 31 H 11'-8" 12'-1" B 19 11'-2" 11'_]^ 0 G 8 � ALUM. ALLOY 3004-H36 I� ASTM A653 GRADE 50 G60 J 7'_]'� g' 12'-7" 18 (� 11'-0" 29 G 11'-2" 11'-7" 17 11'-7" 29 (� 91 OR EQUAL NOTE WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS Ll.. 12'-3" 20 `�' 11'-0" 30 H � 20 10'-7 29 `� SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED , 12'-O" 18 10'-4" 30 G11'-0" 17 10'-7" 11'-0" 29 THE FULL LENGTH OF THE 3'x8' BEAM. � 6'-10" 10 11'-8" 21 `�' 10'-4" 30 H B 20 10'-1' 1 p'-4" 29 `�' 10' IL 6'-2" 11' 11'-4" 18 9'-10" 30 H 10'-1" 10'-6" B 17 10'-1" 10'-6" 29 G 11' FOOTNOTE: "SAMPLE" O 11'-2" 21 C 9'-10" 30 10'-0 10'-3" 20 9'-7" 9'-6" 29 FIGURE INDICATES � 5'-8„ 12, 10'-110'-8" 1 21 C 9-6 9'-6" 331 H 9'-8"g'-7" 9-8"9'-4" C 121 9-8"9,-2" 9-8"8,-9" 230 G 12' EXPOSURE B� FIGURE INDICATES T-12 OR EXPOSURE C 14cA WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ASTM A653 SS } = ATTACHED L_7 TANDING ATTACHED FREESTANDING GRADE MAX.COL. � MAX.POST MAX.POST MAX.POST MAX.POST � m 50 G60 ^2^ SPACING � o MAX•POST FTG. MIN. FTG. MIN. FTG. MIN. FTG• MIN. � o .042' LL ON SLAB e3- SPACING (IN.) POST (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m 3 FOOTNOTES TO ALL SPAN TABLES: TYP, � FOR DBL. FOR 3'x6' FOR DBL. FOR 3'x8' (2),(3) F, (SPAN) (1) TYPE (1) TYPE 2'x6.5'x0.032' BEAM 11) TYPE 2'x6.5"x0.032' BEAM (1) TYPE 1. FOOTING SHOWN REPRESENTS LENGTH OF 13'-7" 5' 16'-9" 17 B 32 I 14'-1 15'-4" B 16 14'-1 " 15'-2" 31 G 5, EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 15'-0" 19 34 J 14'x" 14'-10' 19 13'-8" 14'-2" 33 H WHERE SLAB OCCURS, CUBED FOOTING SIZE 3.0' �± 15 13'_g^ 1 20 13 13'-3" 334 I J 13-7- -13'-1 14'-113'-7" '-712'-6' 3 -1 3 _p^ 332 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. � � � � 6' B B G 6' 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0. MAX. 3'0. 14'-2" 18 12' 4" 31 H 12'-7" 13'-1" '-7" 2'-1 30 , SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"X0.042" BEAM � 9'-9" 7 12'-9" 20 B 12'-4" 33 J 12'-2 12'-7" B 11'-7' 12'-1" 37 G 7 SHOWN IN THIS COLUMN OR THE MAXIMUM POST O W/ DBL. 14 GA. STL. INSERT 13'-3" 18 11'-7" 30 H 12'-3" 1841 1' 9" 12'-1" 29 SPACING SHOWN FOR THE SELECTED BEAM. ,J $'-6' $ B B G $ ASTM A653 GRADE 50 G60 11'-10 20 11'-7" 32 J 11'-4" 10'-10" 11'-3" 31 3. THE SLAB SHALL BE A MINIMUM 10'-0' WIDE BY THE J 12'_]^ 19 11'-0" 30 H 11--2- 11'-7" 18 11'-2" 11'-4" 29 MAXIMUM COLUMN SPACING MEASURED AT THE 7'-7" 9' B B G 9' COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM 11'-3" 21 11'-0" 32 I 10'-9" 11'-2' 21 10'-3' 1 p' $^ 30 EDGE SHALL BE 911/4AMINIMUMM COLUMN TO SLAB P W/ DBL. 12 GA. STL. INSERT C/) 6'-10" 10' 12 -0O -$" 121 C B 10'-4"0 �" 332 H G 10'-710-010 7 B 121 10'-7"g _g 101-9" '-10" 230 G 10' ASTM A653 GRADE 50 G60 11' 19 9'-10" 30 H 10'-1" 10'-0" 19 10'-1" 10'-3" 29 �5-8" 2" 11' C B G 11' SEE ALTERNATE FOOTING TABLES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS O 1 0'-2" 22 9'-10" 32 I 9'-9" 21 9'-3" g'_p" 31 SHT. 9 FOR ATTACHED COVERS - SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED r 10'_1 20 IIEO— g'-$" g'-$" 19 9'-8" 91-4" 29 THE FULL W � 00M Z w ch o U Z � w a�� . u�wLL- w�M LLJ LLJ ch M C'7 U rn �Z� oo Q M rn FESS I�� S,58.8.5. � OF CA1-\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS i HANK DATE DESCRa'TION jI I t 4 STEL roe a I5•1071-1 1 GATE 3rlf2015 i DRAWN BY MAP � CHECKED DKR 4 LATTICE COVERS ATTACHED � 8 FREESTANDING BEAM SPANS, f 10 PSF L.L, 110-130 MPH � SH --34 LENGTH OF THE 3'xE' BEAM. 12' 9'-9" 22 `�33 J 9'-1" 22 12' 34 OF 50 SHEETS A 00 F- 00z 00 o B o C e D C E o F o G o H o I o ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B 8, CCD 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAMLu 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. INSERTo ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG0 = MAX.COI. SPACING r.F moo. 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.POS7 FTG.. MIN. j p ON SLAB 003 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 00 � (2), (3) w (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' 15 B' 18'-0" 29 G 21'-8" 16 B 21'-8" 31 G 20'-9" 16 g 20'-9" 31 G 22'-8" 17 B 22' 8" 31 G 29'-2" 18 C 29'- P8'-6" 336 H 5' O 8'-0' 18 17'-6' 31 21'-8'.' 19 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 22'-1" 33 H 29'-2" 2141 I 11,-4" 6, r6'4 168 B 16 X16,-0' 230 G 19'-9'9'-9" 119 C 19'-9 332 G 19'-0 1 B 19'0"- 332 G 20'-8" 120 C 20'- 20,-2" 332 �7 26'-8" 121 E 26'- P6'-0" 335 H 6, 6 4 9,-3" 191-01, 19 ,-0„ 0'-8" I � 9,_9„ 7, 169 B 15'2" 230 G 18'-4"8'-4" 120 C 18'-4'7'-10 331 (j 17'-17'-7" 1 C 17'-1�7 331 G 19'2" 120 C 19'2" 332 Cj 24'- 24,-8" 122 E 24'-8" 4,_1„ 334 H 7' 5-2 '-10" 19 9,-2" 9�-2" J 8'-6" 8, 119 B 14'- 229 C7 17'2" 120 C 17'- � 331 G 6 120 C 16'-6 6 331 G 18'-0''8 121 C 18'-0''8 331 Cj 23'-_Z_'-- 20 E 23'- 22'-7' 333 H 8' 3'-10 -2 6'-9' _1 „ _0, -0 3'-2' 2 J 7,_7„ 9' 17 C 13'-6" 30 16'-3" 18 E 16'-3" 31 G 18 C 15'-6" 31 G 1 Z'-0" 18 E 17'-0" 32 G 21'-1 20 E 1 334 H 9' � 19 13'-1' 30 G 16'-3" 21 15'-9" 31 15'-6" 20 15'-2" 31 17'-0" 21 17'-0" -:-31 21'-10' 23 21'-3" 6'-10" 10' p 17 12'-9" 30 15'-4" 18 15'-4" 32 14'-9" 18 14' 9" 32 16'-1" 19 11 6'-l" 32 20'-9" 20 20'-9" 34 20C12'30C715'-4"21E15'-1"32G14'-9"21E14'-4"32G21E16'-1"32G20'-9"23E20'-2" 34H10 18 C12' -2"3114'-8"E14'-8"3214'-1" G G 19E14'-1"32G15'-4"19E15'-4"32G19'9"21E19'-9" 3511' 20 11'-10" 30 14'-8" 21 14'-4" 32 14'-1" 21 13'-8" 32 15'x" 22 15'-4" 32 19'-9" 24 19'-3" 34 11'-8" 18 C 11'-8" 31 G 14'-1" 19 E G 13'-6" 19 E 13'-6" 32 G 14'-9" 19 E 14'-9" 32 H 19'-0" 21 E 19'-0-0„ 335 � 12' 11' 8' 20 11' 4' 31 22 13'-6" 21 13'-2" 32 14'-9" 22 14'-9" 33 19'-0" 24 � ED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING � MAX.COI. SPACING �o FMAST G. 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.oON SLAB.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING(IN.) POST SPACING (IN.) POST SPACING (IN.) POSTPANG.)POST m(2)(g) ) TYPE (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (�) 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" 3 G 21'-8" 17 B 21'-8" 33 H 20'-9" 17 :20 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-2" 19 C 29'-2" 35 I 5, O 17'-8- 19 17'-0' 31 H 21' 4" 20 20'-7" 34 20'x" 19'-8" 34 H 22' 4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" 37 K N 11,-4„ 16'-4" 17 B 16'x" 30 19'-9" 18 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 I 6' r 6' 16'-2" 19 30 G 19'-7" 21 C 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'-4" 21 19'-8" 34 H 26'-3" 23 25'-3" K � 9,_9„ �, 15'- 15'-0" 120 B 15'-1'4,x„ 330 18'-4"8,-1" 1 18'-4"7'x" 333 G 17 121 C 17' 333 19'-18-10' 121 C 19'-2" 32 G 24'-8" 20 E 24'-23,-6" 336 H � G 21 C H 17'-3" 16'-8" G 18'-2" 33 H 24'-4" 23 I J 8'-6" 8' '14'-3" 18 B 14'-3" 29 17'-2" 19 C 7'-2" 31 16'-6" 18 C 16'-6" 30 18'-0" 19 C 18'-0" 31 G 23'-2" 21 E 23'-22'2'-0' 335 H 8' 14'-1' 20 C 13'-6" 29 G 17'-0' 22 16'-3' 32 G 16'-2" 21 15'-7" 32 G 17'-8' 22 17'-1' 33 H 22'-9' 24 I —� 13'-6" 18 13'-6" 30 16'-3" 19 31 G15'-3"22 15'-6" 19 C14' 15'6" 3 17'-0"1917'-0" 32 21'-1213H �7-79'13'-321C12'-9' 30G16'-0" 22E15'-4"32 [16'-3. -8"3268"2E16'-1" 32G21'-6" 24E20'-8" 34 I9 6'-10" 1p'12' -9""18C12' -9"30G15' -4"19E5'-4" 32 G 14'-9" 19 E 14'-9" 31 G 16'-1" 20 E 16'-1" 32 G 0'-9" 21 E 20'-9"9.8„ 334 `„� 10' � ,2,-r 2 =7 21 12'-1' 30 15'-2" 22 14'-7" 31 14'-6" 22 14'-0" 31 15-10' 23 15'-3" 32 20'-4" 25 6'-2" 11' 12'-2" 19 C 12'-2" 31 G 14'-8" 20 E 14'-8" 32 G 14'-1" 19 E 14'-1" 32 G 15'-4" 20 E 15'x" 32 G 19'-9" 22 E 19'-9'8'-9" 334 O 12'-0" 21 11'-7" 30 14'-6" 23 14'-0" 32 23 13'x" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 5'-8" 11'-8" 19 C 11'-8" 31 14'-1" 20 E 14'-1" 32 G 13'-6" 20 E 13'-6" 32 G 14'-9" 20 E 14'-9" 33 H 19'-0" 22 E 19'-0"8 334 � 12' 12' 11'-6" 22 11'-1' 31 G 13'-10' 23 13'-4" 32 H 13'-3" 23 12'-9" 32 23 14'-0" 32 18'-8" 26 _pn ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING = MAX.COL SPACING 70 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 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) (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 18 B 20'-4" 32 H 22'-8" 19 B 22'-4" 35 I 20 C 28'-9" 37 K 5' O 17'-3' 20 16'-6' 34 H 20'-10 21 20'-0" 36 K 20'-0" 21 19'-1" 34 I 1'-10' 21 C 20'-10' 36 K 28'-2" -:;723 E 6'-10' 39 ce) 18B16'-2" 32 G 19'-9" 19C19'7" 33 H 19'-0"19 B 18'-8" 32 H 20'-8" 19 C 20'x" 34 H 26'8"21E26' -324'-7"338K6' 6'16'x" 2015'-1'33H19'-12218'-3" 35I18' -3"21C17' -6"33I20'-0"223625'-9" 24��,15'2" t6" 18B15'-0" 31 G 18'-420 C33H19 C17'3" 31 G 19'2"20C18'-133 H 24'8" 22E24'2'2'-9"337IK7LL ' 2114' -0"33H1782216' -10'3417'-0"22-233H1-623 7'-8"35 I 23'-10 25 8' 14' 3" 19 B 14'-1" 31 G 17'-2" 20 C 17'-0" 32 G 16'-6" 20 C 16'- " 30 G 18'-0" 20 C 17'-8" 33 G 23'- " 22 E 22'- 2"1' 337 I 8, 13'-9" 21 C 13'-1" 32 16'-7' 23 15'-10' 34 H 5'-10" 22 15'-2" 32 H 17'-4' 23 34 H 22'-3' 25 3' K J 7 � 9 13'-6" 19 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" 3 G 21'-1 23 E 21'-6" 34 H 9 -7 13'-0 22 .l✓ 12' 4' 32 15'-8" 23 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16' 4" 24 15'-7" 34 H 211" 26 20'-1" 36 K 6'-10„ 10, 12'-912,-3' 222 C Cj15'-44'-10'224E15'-1'4'-2"333GFi14-9'4-2"223E14'-6'3,-7"331G16'1224E15'333H020-0"226E20'4"9,-1"336HI106'-2"20C 12 Al2'-7"331 31 14'-8"21E14'-6"32 H"21E3'-10" 32G15'x" 22E32H19'-9" 23E19'6" 35�11' 11'-9'23 31G14-2"2413'-7" 32 G13'-7" 24 13'-0" 3114-1024-23319'1"27182355,_8„20 331 14'-1" 2 ;2:22:4: E 13'-113,-0" 13'-6"3'-0" 224 E 13'-12'-0" 332 H 225 14'-6"3'-7" 332 H 19'-0" 24 E 18'-8" 35 , _G .13'-7" - 24 _32, 32 H • G 4'-2" .E -- •18'-3" - 27 1T-6" 35 -1 0 N t` � W + t J M s Q�FESS I� , Q -.,:S:.5 03-03-15 DURALUM - ' IAPMO 0195 - ASSUMPTION - - AHJ APPROVAL REVISIONS § w,wc DATE oescamnow aSTEL JOB a 15- 1071-1 � e DATE - 3/312015 yg0 DRAWN BY � 3 MAP CHECKED DKR c LATTICE COVERS ATTACHED � � & FREESTANDING BEAM SPANS, � 10 PSF Ll, 12 110-130 MPH � SH - 35 � - 35 OF 50 SHEETS I