Loading...
BPAT2016-000278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t!t 4 e6P Qu!Ak COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application. Number: BPAT2016-0002 Property Address: 53796 AVENIDA MADERO APN: 774143003 Application Description: HUNTER / PATIO COVER AT BACK YARD Property Zoning: Application Valuation: $1,200.00 Applicant: LqL RYAN GABOR CSER 681150 LOUISAN RD DESERT HOT SPRINGS, CA 92240 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: C29. D03 License No.: 928413 Date: 1 17' ' frJ Contract 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).: (_) 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.j. (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury.that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's 76 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 (760)861-8953 Llc. No.: 928413 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 sha not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:, / • /6 Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this.application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of.this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes.. Date: 1-7 ' & Signature (Applicant or Agent)< Owner: TODD HUNTER 53796 AVENIDA MADERO LA QUINTA, CA 92253 LqL Contractor: RYAN GABOR CSER 681150 LOUISAN RD DESERT HOT SPRINGS, CA 92240 (760)861-8953 Llc. No.: 928413 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 sha not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:, / • /6 Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this.application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of.this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes.. Date: 1-7 ' & Signature (Applicant or Agent)< DESCRIPTION FINANCIAL • ' ACCOUNT + • QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.0.0 DESCRIPTION ACCOUNT 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 for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $O.SO $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.S0' $0.00 TOTALS:00 Description: HUNTER / PATIO COVER AT BACK YARD CONDITIONS Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 1/7/2016 SKH ENGINEERED - OPEN Approved: 1/7/2016 SKH Parcel No: 774143003 Site Address: 53796 AVENIDA MADERO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block:.198 Lot: 22 Issued: UNIT 19 CITY STATE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,200.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CA Details: 187SF TRELLIS PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. Applied to Approved CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RYAN GABOR CSER 681150 LOUISAN RD DESERT HOT CA 92240 (760)862-9873 SPRINGS CONTRACTOR RYAN GABOR CSER 681150 LOUISAN RD DESERT HOT CA 92240 (760)862-9873 SPRINGS OWNER TODD HUNTER 53796 AVENIDA LA QUINTA CA 92253 (760)862-9873 MADERO Printed: Thursday, January 07, 2016 2:34:27 PM 1 of 2 SYSTEMS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE BOND INFORMATION ATTACHMENTS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE: .$192.89 $0.00 SMI - RESID.ENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 TOTALS:$0.00 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Thursday, January 07, 2016 2:34:27 PM 2 of 2 sysrenns BOND INFORMATION ATTACHMENTS Printed: Thursday, January 07, 2016 2:34:27 PM 2 of 2 sysrenns Bin City of La Quinta Building 8t Safety Division . . 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #I Project Address: S 3 7 9 b Ave M n 0 rt'- O Owner's Name: p p Q H t/ Ai yL A. P. Number: Address: 5 3 7 q A U E. /h jA oc K c2 Legal Description: City, ST, Zip: JA 12 2 5-3 Contractor: 0r. C w 2 s� Telephone: hi e o e. P Address: 6 U 15 0 LQ v) 5 A Project Description: j Z I (p `t �( 1 5 1 561-lig PE City, ST, Zip: 0NS. Cl9 GiZZH� LVM1A(AJ00 PA -70 GUV6/e. 'Telephone: P 6 � s S 3 State Lic. # : '!'Z 13 City Lic. #; Arch., Engr., Designer: 5 T� Address: %(i E 5 e 4 Lr! City, ST, Zip: S14A) e G 6 Nl E N �-r C 14 612,672 Telephone: 41 • n TY e• Occupancy:an Construction NCtI 0 cY ic. # State J YPecitcle one New Add'n Alter Repairair Demo Name of Contact Person: h y 4 fJ Sq. Ft.: 197 #Stories: # Units: Telephone # of Contact Person: -7 & v 6 Cj S Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2n0 Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN ROUSE:- 3'� Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.1.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees P I o° 5' 1V C.1, i5° O- LVrogwooC) SOL O T'_1 PC-. 5 74 (o A VE MnC)fre0: CITY OF LA QUI TA BUILDING & SAFETY EPT APPROVE FOR CONSTRUCTI N DATE �,, BY P .f A' 1 0 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: 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 AH1052 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 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 COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (.1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 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 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. 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 pso 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) 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: 11, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D' SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, Sm =1.0, S� 0.50 RESPONSE MODIFICATION FACTOR, R:125 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 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. SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH j 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM �TC�ENG/NEED/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 388.9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE,CA92672 FAX: (?49) 388-3773 SH - 1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH - 2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK. SE 5885 SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: RADLEY STEVENS SH - 5 ...........MINIMUM FASTENVNNE(CITION ^ SH -6 ...........RAFTER SPANS FN LATTICE COMMERCIAL & PATIOS SH - 7 ............HEADER BEAM TY COLUMN/ POST TYPES SH -8 ............EXISTING EAVE C 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 04 co � qFF�, ANT SH -13 .......... H WM O DEOCONNECTIONTO POST & LA1710E TUBE TO RAFTER TERMINE TRIBUTARY WIDTH & AN BEAM DDETAILS Q,q�/VS,�®�� SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS C%/ SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MP eY 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 L.L, 110-130 MPH SH'- 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 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 - 45-46 .....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 SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS 2 M t` ILI CO Cp U N M C3) ULI 0 U w Q~ uU)w- W LU M W M o U rn Z co Q M U) rn FESSIgyq yl S5..85 OF CAL\Edi 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MOHI( DATE DEWUMON 4 STEL JOB 9 15.1071-1 DATE 3,'M15 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERALNOTES T-0 0 OF 50 SHEETS 1 0 2 3 a t r ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO SUPPORTING WALL HANGER & BEAM. "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 SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT' MAY BE USED WHERE PERMITTED. SEE TABLES FOOTING WHERE REQUIRED NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER - r v ,S LOLO ID -PANEL STRUCTURES mvvr OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 SEE TABLES 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%--1 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 O.H yr STRUCTURE VARIES i SPAN S7 -,3p SPAN/ BEAM - SEE TABLES SEE JAc G FOR POST SPACING ' A NOT TO AL g� ro LOH,gBLE spi NOTE: EACH COMPONENT IS INTER- CHANGEABLE. WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER & BEAM. "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 SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE TABLES FOOTING WHERE REQUIRED SEE TABLES ATTACHMENT ROOF OVERHANG, SEE DETAIL A, B & C. OR WOOD, OR SHEET8 gLE/VGTHOF CONCRETE SHA STRUC WALL SEE MIN. 0.25" SLOPE PER FT. THEpRo T NS/ES SHEET 8 SEXMSP EAM - SEE TABLES F �/VG FOR POST SPACING = F LES EXC IV07TO 2 OF NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 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\ O ATTACHMENT TO SUPPORTING BEAM. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12 B FOR MANDATORY SPLICE. Sp POST / BEAM - SEE TABLES NO BEAM SPLICE AT SP'4/V TgB�F lNG FOR POST SPACING EXTERIOR POSTS.SEE S POSTS, SIZE VARIES O.H. 07r -T�II T3 31/2" SLAB ALLSO'-AM " wABLESp MAY BE USED TO CONSTRAIN III FOOTING, SEE IU TABLES FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Ll 2 ti N ti W W � C4 W Q� uww� W W M ch o U r Z 00 CD Q M d' ESS /� lk S5885. OF CALF( 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MIK DATE DESCRPTIDN 4 STEL JOB # 151071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 10F 50 SHEETS I 0 2 0 3 0 4 0 5 0 6 0 . 7 0 6 G I 0 I N E o F o OPEN LATTICE STRUCTURES RAFTER, SEE TABES X. sn'VGSQ/4 WALL LEDGER OR oi ROOF OVERHANG, MAO.H. NO' SEE DETAIL &B & C. ALLOWABLE M, 5% RAFTER O.H SHEET 8. �C�S'600l� SPAN F@ RygN \ %1' •(��G O• 6 0 �rArv� V ppS NO BEAM SPLICE AT EXTERIOR POSTS pQ 24 M9 MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 G� NO BEAM SPLICE AT G G Sp�NG \f•�060 Q� EXTERIOR POSTS 9 LENGTH OF STRUCTURE VARIES NUMBER OF REQUIRED @F . COLUMNS pos�ysp NOTE: EACH COMPONENT IS INTER- 31/2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER S�cFTpg04N� POST COMPONTENT UNLESS OTHERWISE SHOWN. 4@�FSG 4f G w POST WITH SIDE PLATE S SEE SHT, 11 FOR MINIM JIM NUMBER OF REDUI COLUMNS �11/�2�S�LAB ATTACHMENT MAY BE USED WHERE PERED NOTE: EACH COMPONENT IS INTER- SFFTpgcgq� I SEETABLES CHANGEABLE WITH ANY OTHER g@�FSG 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 TABLE FOR SIZE AND SPACING - MAX. O.H. 25% OF RAFTER i OH4 RAFTER,SEE MAX. O.H. 25% OF RAFTER ALLOWABLE SPAN \ WALL EDGER OR ROOF w @k/ST7NG@�/IO/NG_ � SEE DETAIL T.aB C OVERHANG, MANDATORY BEAM SPICE -SEE \ DETAIL 11, SHEET 12 •(��G O• 6 0 �rArv� V ppS NO BEAM SPLICE AT EXTERIOR POSTS pQ 24 M9 O� r LENGTH OF STRUCTURE VARIESG Sp�NG POST VITFi SIDE L TP A ES S s�'sMsDg1 FF gC SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS pos�ysp NOTE: EACH COMPONENT IS INTER- 31/2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER S�cFTpg04N� MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. 4@�FSG RMIT NOTE: THIS OPEN LATTICE -TYPE STRUCTURE PEES - MAY NOT BE COVERED. FOOTING WHERE REQUIRED, - SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE 25% TABLE V Co to C6 4- � o 00 0 Lli �cn �wLL- wwm C7 M U rn co r Z co Q M FESS 1� 558.85 1 . OF CpI\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCR PnDN 4 STEL JOB # 15.1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS 0 �rArv� V ppS Sp�NG gc�NG "' • 9 x 3 p� M 0 "tiC W LENGTH OF STRUCTURE VARIES G. X60 24 MANDATORY BEAM SPICE - SEE--/®,�O G �% M„ . O LC DETAIL 11, SHEET 12 NO BEAM SPLICE AT OST CROSSSECTI LENGTH OF STRUCTURE VARIES NG EXTERIOR POSTS '00S SF�cT SEE POST DETAI SpgC/ MANDATORY BEAM SPICE - SEE '9@ N SFS O' 3 1/2' SLAB DETAIL 11, SHEET 12 p0 POST CR SEE POST SS -SECTION, DETAIL, NOTE: EACH PONENT IS ER MAY BE USED _ EE - NOPO SPLICES T T��FS7NG ti - CHANGEABLE WITH ANY OTHER sF STsp FT9@ g�rN FOOTIING, TABLES 3 1/2' SLAB COMPONTENT UNLESS OTHERWISE SHOWN. RFs G °os MAY BE USED TO CONSTRAIN NOTE: THIS STRUCTURE NOTE: EACH COMPONENT IS INTER- SFFT'9B SEE Y�OOPEN BE COVERED. CHANGEABLE WITH ANY OTHER qC�N TAB ESFOOTING, FOOTING FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. CFS c NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES - MAY NOT BE COVERED. TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE V Co to C6 4- � o 00 0 Lli �cn �wLL- wwm C7 M U rn co r Z co Q M FESS 1� 558.85 1 . OF CpI\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCR PnDN 4 STEL JOB # 15.1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS a � m a� 7� A o 0 0 o U o t . 0 F 0 (i 01, M 0 I 0 SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI -"V" PAN 2 { , 12" x 3 1/2" W PANEL 6" / 8' x 234" FLAT PAN 25' .40' .40' .50' .77' .09R Q.S. .67 R=.117' .35• .77• 1 180•F I b7' T= (SEE TABLE 40'43.0110 .75' 43' '45' ("ALL RADII .06R) BELOW) 3' 0' b5. T- (SEE TABLE .70' 25' 2 6' 41 5' BLOW) 282• .38' 2, 7• L 1. 0' a T= (SEE TABLE BELOW 45' ZT .7 .65' TYR .403.00' .50' .50'�+�4.50' 40• .50�, .433' L3' L3' .433' 1.92' �7 ' -1.92' .75' L92' s 4 00. ALUM. ALLOY 3004-1136 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 30041136 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 1 25 30 40 50 24" TRI -"V" PAN 0.88 0.83 0.75 0.80 24•x234"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.8 EXP -C EXP.B EXP.0 3'9 (IN.) .020(l) 110 MPH SPAN MPH SPAN 10'-3" 10'-3" 10'-3' 10'-3' 10'-3" 12'-6" 018 11'-1' 11'-2" 10'-T 10'-T 9'-11" 15'-3' 15'-3" 15'-3' B' 6' 8'-7' 8'-1' 8'-2' T-5" .024 V14'3",,� 12'_3" 12'_3, 12'_3" 12'_3, 12'_3" 10 .024 12'-T 12' 8" 11-10 12'-0' 11'-1' 10 10'-10' 10'-1' 17'-r 9'-9" 9'-9" 9'-2• 9'-3" 8'-r 12'-8" 032 12'-0" 14'-3" 14'-3" 14'3'14'_3' 14'-3" 13'-7" .032 13'-r 14'-9" 14'-9" 14'-0" 14'-1' 13'-3" 5'-10' 5'-10' 19'-r 19'-r 19'-r 19'-7" 19'-r 024 040 8'4' 8'4• 8'4" 8'4• 8'4" 8'4• .018 16'-8' 16'-9" 15'-9" 16'-0' 15'-0" 11'-4' 7'-9" T-5" 7'-5' 7'-2" 7'-2 6'-10' 14'-2" 020(1) 10,_1, 10'_1, 10'_1, 101_1, 101_11 10•_1" 20 .024 10'-1' 9'-6• 9'-0' 9'-0" 9'-1" 18'-0" 18'-0" ,rte• 8' 8" 8'4"B_5• 8'-1' 8'_1• T-9" 12._1" 12._1" 12,_1" 12,_1, 12._1, 12,_1, .032 11'-2• 10'-3' 10'-4• 20 10'-9" 10'-3" 10' 4' 9' 8' 9'-9' 9'-9" 16'-2" 15'-8" 7'-3- 7'-3• T-3" T-3• 7'-3' T-3' 17'-7" 17' 018 17'-r 13'-3' 12'-9' 12'-9" 12'4• 12'4' 11'-7" 19'4" 7'-8' 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' 14'-7" 14'-T 13' 8" 14'-1" 14'-10" 8'-8" 8'4' 8'-5" 8'-1' 8'-1" 7'-9' 16'-10' 9'-8" 9'$" 9'8" 91-8• 9'$" 9'$• V12e"-O" .032 10'-2" 9'-10" 9'-3" 9'-5' 8'-11' 9'-0" 12'-1• 12'-1" 10'-6" 10'-2" 10'-2" 9'-r 9'-8" .020 6'-r 6'-T 6'-7" 6'-7" 6'-r 6'-r .018 10'-3" 9'-1' 25 7 3" 7'-0" T -O` 6'-9" 6'-10' 6'-T 3,_2" 10'-4' B'-3" 8'-3" 8'-3" 8'-3' 8'-3" 8'-3• 30 .024 11'4" 11'4• 11'4" 12'-T 12'x" 13'-3" ,2'-3" 11'-0 13'-3" 14.2, 14'_2, 14'_2• -9•r 14,_2, r.032 040 9'-1" 9'-1' 14'4' 14'-2" 13'-T 13' 8" 13'-0" 9 -9' 9.3" 10'-0• P-1-9-1' 9'-2" 8'-10" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 1 25 30 40 50 12"x334"x0.020" - 0.88 0.83 0.75 0.80 24•x234"x0.018" 0.85 0.80 0.65 0.65 - 24"x2322"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. 7 NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET FOOTNOTE: "SAMPLE" ° FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 3� 2 ti Ll W cfl CO L wCO c� Z O U w a� Cn W W Lu cM W ch O Q00 cCID h 0) �FESS Ip�� $5 8 85 OF CAL\FC�' 03-03-15 DURALUM IAPM0 0195 ASSUMPTION AW APPROVAL REVISIONS KIRK I DATE OESGRPTKIN 4 STEL JOB # 15-1071-1 DATE 3/3/2015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12"x 3 112'W PANEL 8"x 234" FLAT PAN LUSL PANEL'r (IN.)5F. 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.0 EXP.B EXP.0 EXP.B EXP.0 13'_9• 13'_9• 13.9• 13,_8• 13'9 3 _9, 3'9 LUSL .020(l) 110 MPH SPAN MPH SPAN MPHSPAN EXP C EXP.B EXP C EXP.13 EXP C >190 12'-6" 12'-0• 11'-1' 11'-2" 10'-T 10'-T 9'-11" 15'-3' 15'-3" 15'-3' 15'-3" 15'-3' 15'-3" 020 .024 020 13'-2' 12'-T 12' 8" 11-10 12'-0' 11'-1' 10 10'-10' 10'-1' 17'-r 17'-r 17'-7• 17'-7" 17'-T 12'-8" 032 12'-0" 114" 11'-0' 10'-9" 13'-r 13'-7" 13'-7• 13'-r 14'-9" 14'-9" 14'-0" 14'-1' 13'-3" 5'-10' 5'-10' 19'-r 19'-r 19'-r 19'-7" 19'-r 024 040 024 16'-8' 16'-9" 15'-9" 16'-0' 15'-0" 11'-4' 11'-3' 11'-0' 11'-3' 11'-3" 11'-3" 11'-3" 14'-2" 020(1) 13' 4" 12' 8" 12'-9' 12'-1' 15'-T 15'-7" 15'-7" 10'-1' 9'-6• 9'-0' 9'-0" 9'-1" 18'-0" 18'-0" ,rte• ,�*l1r-s" 18'-0• 1z'�• 1z,�".024 032 .032 11'-2• 10'-3' 10'-4• 20 14' 8' 14'$" 14'$' 14'-8" 14'-8" 14'-8" 16'-2" 15'-8" .032 15'-0" 15'-1' 4'-3• 14'-3- 17'-7" 17' 17'-7" 17'-r 13'-3' 12'-9' 12'-9" 12'4• 12'4' 11'-7" 19'4" 16'-3" 16'-3' 16'-3' 16'-3• 16'-3" 040 040 .040 15'-1' 14'-7" 14'-T 13' 8" 14'-1" 14'-10" 14'-10 11'-1' 11'-1' 1'-1' 11'-1• 11'-1• 16'-10' .020(l) 16'4" 16' 6" >9 V12e"-O" 10'-2" 10'-2" 9'-10" 9'-3" 9'-5' 8'-11' 9'-0" 12'-1• 12'-1" 12'-0" 12'-0" 12'-0' 12'-0" 12'-0" .020 .02410'-2' .ozo 10'-3" 9'-1' 25 8'-9• 8'4" 13,_2" 13'_2" 13,_" 13•_2" 3,_2" 10'-4' 10'-3" 032 -1'2'-2" 11'4" >1"V-6" 11'4" 11'4• 11'4" 12'-T 12'x" 13'-3" ,2'-3" 11'-0 13'-3" 14.2, 14'_2, 14'_2• 14,_2" 14,_2, 14,_2, 040 .024 14'4' 14'-2" 13'-T 13' 8" 13'-0" 9 -9' 9.3" 10'-0• 10'-6" 10' 6" 10' 6" 10'-0" 10'2" 11'-8" .020(l) 11'-3• 10'-7• 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 9'-2" 8'-9' 8'-11" W-5" 8'-6" 8'-2- 15'-0• 11'-3' 11,_3" 11•_3, 11,_3, 11,_3" 11'_3" .024 .032 1o' 6• 1o'-1 10'-T 9'-r s' -s• s' -z" 30 11'-0" 12'-6" 12'-6" 12'-0' 12'-0' 12'-6" 12'-0" 13'-7• 13'-0" .032 12' 8" 14'-6" 14'-6" 14'-0" 14'-6" 14'-6" 14'-0• 16'x" 16'-8" 11'2• 16'-8• 16'-8'13'-V12'-10" 13'4• 13'4" 13'4• 13'4" 13'4" 13'4" .040 040 r16".-8" 14'-2" 13'-8" 13'-0" 13'-0" 13'-3" 12'-0' 12'4" 12'-6" 9'-1" 9'-1" 9'-1• '-1" 9'-1" 9'-1" 14'-10 .020(l) >7 9'-9" 9'9"9'9"9'-9" 8'-0" 8'-1' 8'-1" 7'-10' T-10' 7'-0" 10'-4 10'-3" 10' 3" 10'-0" 10'-3" 10'-3" 10'-3" .024 .020811" 9'S" 9'-1" 9'-1" 8'-10' 8'-10' 8'-T 40 11'4' 11'4' 11'4" 11'4' 11'4" 11'4" 9' 8" 9'-9" 32 E 10'4" 10'4" 10'4" 10'-4" 10'4" 10'4" 11'-3' 11'-1" 11'-0" 10'-7" 111_1. 11,_1• 12'_2• 12,_2• 12,_2, 12,_2, 12,_2, 12,_2" 040 .024 12' 8' 12'4" 12'4" 12'-1" 12'-1' 11'-8" 9'-3' 8'-10' 8'-2' 8' -2" 8 -2• 8 2" 8 2" 8 -2" 1,'-0" .020(l) 11'4" 11'4" 11'4" 11'4" 11'4" 11'4' 7'-1" T-1' 7'-1" 6'-11' 6'-11" 6'-9• 9'-2" 9'-2" 9'-2• 9'-2" 9'-2° 9'-2" o2a .032 8'-0" 7'-10" 7'-10" T 8' 7' 8" 7' 6" so 10'4" 10'-7• 1 0'-r 10'-T ,0'-T 10'-7" 1O' -r 13'-2" 12'4" .032 12,_3• 12'_3, 12,_3, 12,_3, 12'_3, 12,_3, r-10 13'_1" 97- 9'-7" 9'-T 9'-3' 9'-5" V-11" 11'-3' 11'3' 11 _3, 11.3• 11•_3, 11,_3" 040 13'-3" 12'-9" 12'-9' 12'-3" 12'4" 2 ti Ll W cfl CO L wCO c� Z O U w a� Cn W W Lu cM W ch O Q00 cCID h 0) �FESS Ip�� $5 8 85 OF CAL\FC�' 03-03-15 DURALUM IAPM0 0195 ASSUMPTION AW APPROVAL REVISIONS KIRK I DATE OESGRPTKIN 4 STEL JOB # 15-1071-1 DATE 3/3/2015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 8"x 234" FLAT PAN 6" x 234" FLAT PAN LUSL P ) EXP.B PH SPAN MPH SPAN MPH LUSL P l N) T 110 MPH SPAN MPH SPAN MPHSPAN EXP C EXP.B EXP C EXP.13 EXP C EXP.B EXP C EXP.B EXP.0 EXP.13 EXP.0 12'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12' 6" 14'-r 14'-r 14'-7" 14'-7" 14'-7' 14'-T 020 020 10'-10' 10'-1' 10'-3" 9' 6" 9'-r 9'-0" 12'-8" 12'-0" 12'-0" 114" 11'-0' 10'-9" 13'-r 13'-7" 13'-7• 13'-r 13'-r 13'-T is, -10" 5'-10' 5'-10' 5'-10' 5'-10" 5'-10" 024 024 10 11'-4' 11'-0' 10'-9" 10'-10 10'-1" 10 14'-2" 13'-4" 13' 4" 12' 8" 12'-9' 12'-1' 15'-T 15'-7" 15'-7" 15'-r 15'-T 15'-r 18'-0" 18'-0" 18'-0" 18'-O 18'-0" 18'-0• 032 .032 13'4• 12'4" 12'-0" 12'-0• 16'-2" 15'-8" 15'-9" 15'-0" 15'-1' 4'-3• 14'-3- 17'-7" 17' 17'-7" 17'-r 17'-7" 17'-r 19'4• 19'4" 19'-4• 19'4" 19'-4' 19'4" 040 .040 14'-10" 14'-10 14'-1" 14'-2" 13 4' 17'-0' 16'-10' 1T-0" 16'4" 16' 6" 16'-0• 10'-2" 10'-2" 10'-2" 10'-T 10'-T 10'-2• 12'-1• 12'-1" 12'-1' 12'-1" 12'-1" 15'-4• .020 .ozo 9'-1' 8'-9" 8'-9• 8'4" 8'-6" T-11" 10'-10" 10'-4' 10'-3" 9' 11'4" 11'4" 11'-4" 11'4" 11'4• 11'4" 13'-3" 13'-3" 13'-3• 13'-3" 13'-3" 13'-3" .024 .024 20 10 -1" 9'-8- 9 -9' 9.3" 9 -5" 8 -11 • 20 12'-2• 11'-8" 11'-8" 11'-T 11'-3• 10'-7• 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0' IT -6 . 15'-6" 15'-0" 15'-0• 15'-6' .032 .032 11'-10• ,1'4' 11' 6' 11'-0" 11'-0" 10'-0" 14'-2' 13'-7• 13'-0" 13'-1' 12' 8" 14'-6" 14'-6" 14'-0" 14'-6" 14'-6" 14'-0• 16'x" 16'-8" 16'$" 16'-8• 16'-8'13'-V12'-10" 040 040 r16".-8" 13'-0" 12'4" 12'-6" 11'-10" 15'-6" 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' 4'020 .020811" 8-8" 8'$' 8'-3'8'-3" 7'-10' 10' 8' 10-1 10'-3" 9' 8" 9'-9" 9'4' 10'4" 10'4" 10'4" 10'-4" 10'4" 10'4" 11 _1, 11,_1" 11,_1" 111_11 111_1. 11,_1• .024 .024 25 9'-11' 9'-T 9'-T 9'-2" 9'-3' 8'-10' 25 12' 0" 1I V-6" 11'-7" 10'-10 1,'-0" 10'-0' 11'4" 11'4" 11'4" 11'4" 11'4" 11'4' 12'_1" 12_1, 12_1• 12_1• 12_1• 12'_1• 032 .032 11'-10' 11'-3" 11'-3' 10'-9" 10'-10" 10'4" 14'-1' 13'-T 13' 8" 13'-1" 13'-2" 12'4" 12,_3• 12'_3, 12,_3, 12,_3, 12'_3, 12,_3, r-10 13'_1" 13,_1, 13,_1" 13•_1" .040 13'-3" 12'-9" 12'-9' 12'-3" 12'4" 11'-9" 15 4' 15'-1"' 8" 14'-9"9'-3" 9'-3" 9'-3' 9-3' 9'-9" 9'-9" 9'_9• 9'-9".020 .020B'-5• W131 B'-1' 7'-9" T-10"7'-0' 9'-11• 9'-T2' 9'4" 8'-11'9'9"9'-9" 9'-9" 9'-9"9'-9' 10'4" 10'4" 10'4" 10'4'.024 V9'-3'9'-3• .024 30 9-0• 92' 810" B-11" 84" 30 114" 10'-9"'4" 10'-6" 9'-11" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9• 11'4" 11'4" 11'4" 11'4' 11'4" 11.032 .03211'1" 10'-9" 10'4" 10'4" 10'-0" 13'-2" 12' 8" 13'-0" 12'-0" 12'-r 11-10" 11'-r 11'-r 11'-T 11'-r 11'-7" 11'-r 12'-3" 12'-3" 12'-3" 12'-3" 12'-0" 12'-3" 040 .040 12'-7" 12'-2" 12'-2" 11'$" 11'-9" 11'-3" 14'-9" 14' 6" 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• ozo 020 7 8" 7' 6" Tf' T-3' T-2" 6'-11" 9'-1" 8'-10• 8'-10" 8'-r 8'-6" 8'-1' 9'-0" 9'-0" 9'-0• 9'-0" 9'-0' '-0" 9'-0" 9'-6" 9'-8" 9'-6• 9' 6' 9'-6• .024 >7 .024 40 8 8" 8-3" 8-3" 8-0" 8-1" 7-10" 40 10'-2" 9'-10" 9'-10" 9'-r 9' 8" 9'-3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9• 9'-9" 12'-1" 12'-9" 12'-9" 12'4' 12'-6" 12'-1" 032 .032 10'-2" 9'-10' 9'-10" 9'-7" 9'-r 9'-3" 10'-3' 10'-1" 10'-1" 9'-10" 9'-10" 9' 8" 10'-T 10'-7" 10'-7" 10'-T O'_7" 11'_2" 11,_2" 11,_2• 11,_2, 11,_2, 11,_2• oao 040 11' 6" 11'-z' 11'-2" 10'x" 13'-9' 13'4" 13'-0" 13'-0" 13'-1" 12'-T 7-5- 7 5" 7-5" 7-5" 8'-3" 8'-3" 8'-3- 8,_3" 8'-3" 8'-3" 020 W8'-3'8 020 6'-5" 6'-5' 6'-3" 7'-8- ' 8" 8 -3• 8 -3" 8 -3" 8 -3' 8'-9• 8'-9"50 024 0248'9" 7-4 73' T-3' 7 1" 7-0 611 So r 8 5" 84" 81"9._1.9._1. 9.1. 9,1, 9.$. 9.$.9.$, 032 .03286' W81_918'-9'8'9' 8'-5 84" 83" 10'43" 10'-1" 1o'-1"9'-9" 5112' 9'"'-9''9'10'4' 10'4' 10'4" 040 9'-9" 9'-5" 9'-7" 92" 1,'-10"9" 11'-0" 11' 6" 2 ti Ll W cfl CO L wCO c� Z O U w a� Cn W W Lu cM W ch O Q00 cCID h 0) �FESS Ip�� $5 8 85 OF CAL\FC�' 03-03-15 DURALUM IAPM0 0195 ASSUMPTION AW APPROVAL REVISIONS KIRK I DATE OESGRPTKIN 4 STEL JOB # 15-1071-1 DATE 3/3/2015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS o C e D ,e E o F e "G e H o I e 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 1 2 M ti W co o Z U) r'' 0 w a�U-j z� w_ �wwM o U cm 00 Q M ai rn Q�FESS ick . 55..8.5. OF CA10FC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRPRON 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 %Z' AND WALL HANGERS, 311x8" AND EXTRUDED AND 3"x8" WITH 6Y2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF N0.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH PER FOOT OF WALL HANGER AND BEAM E9SP H PER FOOT OF BEAM LENGTH ! 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. El 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' J-1— 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 6 1 1 1 2 2 21 6 1 1 1 1 2 6 1 1 1 1 1 1 2 2 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 7 1 1 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 $ 2 2 3 2 2 $' 1 1 2 2 2 2 $, 1 1 1 1 1 1 1 2 2 2 3 3 2 2 2 2 3 3 1 1 2 'I 2 91 2 2 2 2 2 2 9' 1 2 2 2J 2 2 9� 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10,2 2 2 3 10' 1 2 2 2 2 2 10' 1 3 3 3 3 4 2 2 2 3 3 3 1ME2 222 2 2 2 2 311 12 2 2 3 3 3 4 4 4 2 3 3 3. 3 3 122 2 2 3 3 3 3 ,12 12 22 2 3 2323. 3 1 1 2 3 3 3 4 45 ,2 2 412' 2 2 2 13' 2 2 2 3 3 3 13' 2 2 2 3 3 3 13' 1 1 2 3 4 4 4 5 2 3 3 3 3 4 2 2 2 FOOTNOTE: "SAMPLE"• FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING 1 2 M ti W co o Z U) r'' 0 w a�U-j z� w_ �wwM o U cm 00 Q M ai rn Q�FESS ick . 55..8.5. OF CA10FC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRPRON 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS 2 M ti W co o Z U) r'' 0 w a�U-j z� w_ �wwM o U cm 00 Q M ai rn Q�FESS ick . 55..8.5. OF CA10FC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRPRON 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS A o 0 o t; o 0 o t o F o G o n o t RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C LUSL ^T^ (IN.) z Z aL v o TYP. 3" x 8" RAFTER B ' z Z aL no 2" X 6 1/2" RAFTER z Z aC' u o DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL ^� (IN) 110 MPH 120 MPH 130 MPH LUSL ^T^ SIN) 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 EXP.0 10 .042 16" * 2"x6.5" RAFTER "M.ALLOY 3004-H36 �-2929'-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" 15'-0" 14'-2" 15'-9" 14'-2" 13'-8" 13'-9" 10 .024 16" 22'-6" 10"19'4" 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" 24" 24'-2" 24'-1" 24'-2" 23'-0" 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'-8" 20'-1" 18'-2" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" .032 16" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-7" 24'-8" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-10" 17'-10" 17'-10" 1r—lo" 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'x" 19'-8" 19'-8" 19'-8" 19'-8" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 042 16" 24'-6" 24'x" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 042 16" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29'-10" 24"16'-1" F6' -116'-1" 16'-1" 16'-1" 16'-1" --:l7'-7" 17'-7" 17'14" 17'-6" 16-10" 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24" 28'-2" 28'-1" 28'-2" 27'14" 27'-10" 25'-1"25'-1" 25'-1" 25'-1" 26'-8" 24'-4" 30 .042.024 16" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 20 16" 12'14" 11'-9" 12'14" 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" '17'14" 16'-7" 17'14" 16'-7" 17'-4" 16'-7" 17'14" 16'-7" 17'-3" 16'-7" 24"15'-7" 13'-9" 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" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16'-8" 16'-0" 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'-0" 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" 11'-2" 11'-2 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 32" O.C. WHEN DOUBLED AND SINGLE 24" O.C. MAY BE USED AT 48" O.C. 16" O.C. MAY BE USED AT RAFTERS SPACED 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„ 13'1}" 13'x" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 12'-9" 9'-3" .032 16" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-6" 14'14" 14'-7" 14'-4" 14'-2" .032 16" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10" 25 25 24" 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" .042 16" 17'14" 17'-9" 17'14" 17'-9" 17'x" 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" 24'-6" 24'-6" 24'-0" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" -:: 14'-7" 14'-7" 14'-7" 14'14" 14'-6" 14'-0" r24- 20'-0" 20'-0" 20'-0" �2�0'-6"20` 20'-6" 20'-6"20'-6"20'-6" 20'-0" 0.042' TYP. B ' 024' 6. .032 .032f--6. .042' .042' I- —3.0'---- I F- 2.0'- I 1-,2.0• I I MAX..O'� * 3"x8" RAFTER * 2"x6.5" RAFTER "M.ALLOY 3004-H36 * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004+136 OR ALUM. ALLOY 3004-1-136 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll W (D o6 2 wmMmo OZ U rn J w Q��. U) w `l W W M W M M U C� Z 00 � M v FESS ICWy! $5.885 OF CAL \E� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE DESCRFtwN 4 STEL JOB # 15.1071-1 DATE 3x"15 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS v r o u RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C ' FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 W � r6 L CV M ZO U rn w QW 07 W WW ch o U rn Z 00 CQ M '[r rn FESS 1 o S5885 OF CAOFC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS AtnRK DATE DEMRwnON 4 STEL JOB # 15.1071.1 DATE 313/2015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL 8L PATIOS SH -6 6 OF 50 SHEETS z W 2" z a �' Nop 6. X 6 1/2" RAFTER ISO - Z W z a v ,moo DBL. 2"x 6 1/2" RAFTER LUSL (IN.) 110 MPH 120 MPH 130 MPH LUSL "� (INJ 110 MPH 120 MPH 130 MPH g 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" --1 —W-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-0" 9'-9" 10 '-3" 024 16" 14'-8" 14'-0" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-0"14' 14'-8" 8" 14'-8" 14'-6" 24" 7-6" 7'-6" T-6" 7'- 8'-6" 6" 7'-6" 7'-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" 30 .032 16" 12'-6" 12'-6" 12'-6" -1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 30 .032 16"-::l8'x" 18'-7" 18'-7" 18'-4" 18'-7" 18' 4" 18'-7" 18'x" 18'-7" 18'-4" 18'-7" 18'x" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-8" 10' 8" 10'-8" 24" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-3" 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 l6" 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" 12'-10 12'-10 12'-10 12'-10' 12'-10 12'-10 24" 18'-6" 18'-6" 18'-6" 18'-0" 18'-6" 18'-2" 18'-2" 18'-2"18'-2" 18'-2" 18'-6" 18'-2" 024 16" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" —02412'-8" 2'-10" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 12'-8" 24" 6'-2" 6-2" 6'-2" 6'-2"6'-2" 6'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" F24"- 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4"10'x" 10'-4" 10'x" 10' 4".10'x" [7-10" '-10"7'-2" 40 .032 16" 10'-10" 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" 16'14" 16'-1" 16'4" 16'-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'-4" 9'-4" 9'-4" 9'�" 9'�" 9' 4" 13'-2" .042 16" 13'-2" 9"13'-9" 13'-2" 13'-2" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 042 _ -16" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'4" 19'-9" 19'-4" 19'-9" 1914" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10' 15'-10 15'-10 15'-10 15'-10' 16'-2" 15'-10" .024 16" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" 7'-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" 1 V-4" 24" 5'-2" 5'-2" 5'-2" T-2" 5'-2" 5-2" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'14" 9'-4" 914" 9'-4" 9'14" 8'-3" 9'-4- 50 50 .032 16" 91-9. 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'-3"10'-3" 10'-3" 10'-3" 10'-3" .032 16" 14'-8" 6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" 7'-0" T-0" T-0" 7'-0" 7'-0" T -O" 8'-4"8'-4" 8'-4" 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-3" 11'-10" .042 16"11'-9" '12- 6" 12'-6" 12'-6" 12' 6" 12'-6" 11'-9" 12'-6" ,042 16" 17'-9" 1 7'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17' 6" 17'-9" 17'-6" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-2" 10'-2" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 W � r6 L CV M ZO U rn w QW 07 W WW ch o U rn Z 00 CQ M '[r rn FESS 1 o S5885 OF CAOFC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS AtnRK DATE DEMRwnON 4 STEL JOB # 15.1071.1 DATE 313/2015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL 8L PATIOS SH -6 6 OF 50 SHEETS 024' 6. ISO - . 032 .0321-6' .042' ,042' MAX�.O'� * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 W � r6 L CV M ZO U rn w QW 07 W WW ch o U rn Z 00 CQ M '[r rn FESS 1 o S5885 OF CAOFC�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS AtnRK DATE DEMRwnON 4 STEL JOB # 15.1071.1 DATE 313/2015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL 8L PATIOS SH -6 6 OF 50 SHEETS 6.5" ROLLFORM A GUTTER FASCIA ALUM.ALLOY 3004-H36 o U o U o t • o h o V o SPLICE WHERE 0.075'. TYP. B MAG BEAM ALUM. ALLOY 6063-T6 DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL (-,1 D B L. 2"x6.5"0.032" `� ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM (P)W/ 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. HEADER BEAM TYPES SPLICE WHERE 0.070' TYP. C 4" I -BEAM ALUM. ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 3. ' .032' ALUM B 3" SQ. ALUM POST ALUM. ALLOY 3004 H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. EXT. CLIP 0.375' SPLICE WHERE • I T=12 GA. INSERT OCCURS ASTM A653 SS WHERE \�I .032' GRADE 50 G60-\3, ' OCCURS- 4.5' CCURS- 4, ' ALUM. 6.6 6 0.110' TYP. TYP, I I TYP. � 1--3.0'� 3" SQ.x0.032" ALUM. BEAM 0.35' E W/ 12 GA. STL. "U" CHANNEL 00' ASTM A653 SS GRADE 50 G60 1.7 D4.5" MAG GUTTER ALUM. ALLOY 6063-T6 @_RBL .3"x8"x0.042"BEAM AUM. ALLOY 3004-H36 OR EQUAL 7 T=12 OR 14 GA. ASTM A653 SS GRADE; 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 nn7d- C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 6063 -To VA T' 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' 3 , TYP. iL 3.01 I E MAG POST ALUM. ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B W co �06 2 LLJ M 2 0Urn cn Lu wLI.I co M U rn �Z0Oo C/)ch v FESSIgyq l . S5885 OF Op,I\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS KAM I DATE DESCFJI " 4 STEL JOB q 151071-1 DATE 3(JI2015 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 W co �06 2 LLJ M 2 0Urn cn Lu wLI.I co M U rn �Z0Oo C/)ch v FESSIgyq l . S5885 OF Op,I\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS KAM I DATE DESCFJI " 4 STEL JOB q 151071-1 DATE 3(JI2015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS 1 0 2 0 3 0 4 0 5 0 6 0 7 0 B C o D •o t o F o G 1 o EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS 0 1 0 A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER t— 3/16• STEEL NOTEI BRACKET CAN BE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8- 0 1/4"0 HOLES,TYP. LOCATED ANYVHERE DN 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' >18' COVER LUSL 0 0 TYP. BRACKET NOTE: PROVIDE WATER PROTECTION, METAL FLASHING (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 OF RAFTER TAIL FOLLOWING CONDITIONS OCCUR: 30.40 8 50 psf > 6' > 14' AND EXPOSURE AT EVERY 2x CAUCK JOINTS AND SLOPE R.F. OR EXT. HANGER 120,C 130,13 130,C 10 8 o o TO DRAIN (OPTIONAL) CHANNEL, 2X OR 3X 2" x 4" FULL 26'-0" o EXISTING EAVE ALLOWABLE PROJ. TO BEAM RAFTER BRACKET 25' 4" LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 26'-0" 26-0" WITH FASTENERS 11/4" 24 2z ORDc8LEDGER o m WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) PER TABLES 3 &JN- WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 ALUM. PANEL OR 2"x6" FULL OR 2"x8" NOTCHED EXIST. RAFTERS AT 2x WOOD STUD OR 26'-0" 26'-0" F 3x ALUM. RAFTER 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 24' O.C. AT ROOF 1' CONCRETE WALL FOR RAFTER }# 4x3 1/2" W. EXIST. FASCIA BOARD 26'-0" OVERHANG 3 S ATSIMPSON'D.C. STRONG -BOLT 2 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" 2X FULL DEPTH 26'-0" 25'-2" 264" 20'-7" ALLOWABLE PROJ. EXISTING EAV WOODSCAB,1' (A) (A) (A) (A) (A) (A) (B) TO BEAM OVERHANG WHERE OCCURS, 2" x 6" NOTCHED 26'-0" NOTE, PLACE 'SIKA FLEXIMILAR SEE TABLE 1 (24" MAx•) 26-0" SEE TABLE 2 26'-0"30 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) MATERIAL BETVEEN BRACKET AND NOTE: BRACKET MAY BE 26'-0" 26'-0" 26'-0" 4—L 26'-0" COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 W 0 SIMPSON STRONG -BOLT 2 SS AT 36. D.C. (a,b) SEAL W/SAME CONNECTION'S. SAL VE CONNECTION 26'-0" WALL CONNECTION 26'-0" A 'L 26'-0" B ALTERNATE EAVE CONNECTION EXISTING ROOF OVERHANG DESIGN LOADS (A) (A) (A) NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6"(AT 2"xG)2• 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, 401 6 50 psf 50 OR KILN -DRY WOOD -FILLED 2'x6 X" OR 3•x6" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2, EXISTING RAFTER ALLOWABLE BENDING STRESS IS 26'-0" 26'-0" 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 OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110,13 110,C 120,13 120,C 130,13 130,C 10 3/Z' 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (a,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. 10 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" 25'-7" 25'-4" 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 )V 0 SIMPSON STRONG -BOLT 2 SS AT 48. O.C. (a,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 S ATSIMPSON'D.C. STRONG -BOLT 2 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) S ATSI3M6PS 3ND STRONG -BOLT LT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26-0" 26-0" 26'-0" 26'-0"30 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'-0" 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 W 0 SIMPSON STRONG -BOLT 2 SS AT 36. D.C. (a,b) 2"x8" FULL 2"x10" NOTCHCH ED 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) ___F(B) (B) (B) (B) (B) 50 I¢' 0 SIMPSON STRONG -BOLT 2 SS AT 24. O.C. (a,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) I (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 25 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-o" 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 TO TABLES 3 & 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) Ya' DIAMETER LAG SCREWS. 2"x8" FULL ORFOOTNOTES 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) )'4' DIAMETER LAG SCEWS <D) - 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. <m 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" I— WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m— (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 40 2"x4"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 2x8 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 2s'-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) (o) 50 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) 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) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) Ll cy) 2 W C W �N06 � 'n � V O V ai W a~ uU)LLJ w� LU LLI C7 o U � Z 00 �M FESS Iq>� S5885. 1 OF C.00\ 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS NAM DATE DESCWTION 4 STEL JOBS 15.1071-1 DATE 3!3/2015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS ALUM. 3004-H36 �I t= 0.04" FASTENERS SHEET 8 SEE TABLE 3 (J HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, 2.740" SEE TABLE 3, SHEET 4 FASTENERS, 078 SEE TABLE 3 SHEET 8 300" .63 " T=.060" to .25"R N .05 FASTENERS o FASTENERS, SEE TABLE 3 SHEET 8 SEE SHEET 4 O J .20 5" A Q CONTINUOUS A- RAIL A ROOF PANEL (WHERE OCCURS) p o I o T=,060' TYP,--II- 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION --L 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING _ #8 S.M.S. — DDOOUNBLE RAFTER- PLAALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) 1' 4.5" O 6" #8 S.M.S. EACH SIDE r—LATTICE 1 1/2" OR 2" ° ALTERNATE: (2}2x6.5" OR _ (2) -3 -x8 -HEADER (2) -1/2 -BOLT 2"x 6.5" SI DEPLATE CONNECTOR CO 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2}3"x8" HEADER ALTERNATE: (1) - 1/2" BOLT OR (2)- #14 S.M.S. EACH RAFTER EXISTING 1 I I 1 500" I I -As i hNLK5, w �—"""'—^h SEE SHEET 4 ALUM.ALLOY 1 ��� FASTENERS, 1.880° SEE TABLE 3, SHEET 4 WOOD FILL OR 1.75" 6063-T6 AL 6063 -TOY 6063-T6 ALUMALLOY ALUM. ALLOY SEE NOTE, DETAIL B, 6063-T6 6063-T6 OROHANGERED O EXTRUDED HANGER / CONNECTION OC I.R. HANGER "H" BRACKET o S, SEE TABLE 3, SHEET 8 NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (%3_)1'Y2"'0_ LAG SCREWS 1 1/2" 10# L.L =(2)#14 SMS EA. SIDE 20#,25#,30# L.L.=(3)#14 SMS EA. SIDE /BEAM SPLICE TO #14 SDS, 40#,50# L.L=(4)#14 SMS EA. SIDE JI OCCUR DIRECTLY OVER 518"0 PLASTIC 3 PER SIDE POST. NOT PERMITTED PLUG WHERE 1' 3/4" OR 1 1/2" @ 2 -POST UNITS 6 SCREWS SCREW IS INSIDE i Q _ PER SIDE I 2" x 6 1/2" OR " .5" #14 SMS MAY BE USE AS j 5" MIN. 3"x 8" ALUM. 3.5" ALTERNATE TO ~ RAFTER 1/4"0 BOLTS _ 3.5"8"BEAM IE� � 3"x8"ALUM.#EACH -- —-------- 1,HEADER U -BRACKET I .5^L IX 1❑ OR W EXISTING WOOD STUD FRAMING SEE NOTES ` 3"X8" ALUM. E) STUCCO BELOW 1 1 6 1/2" SIDEPLATE EA. 2' (E) STUCCO x 3-1/2" LAG SCREWS L.L=10 psf I SIDE SEE POST SCHEDRAFTER 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.�O 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 PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 08 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION --L 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING _ #8 S.M.S. — DDOOUNBLE RAFTER- PLAALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) 1' 4.5" O 6" #8 S.M.S. EACH SIDE r—LATTICE 1 1/2" OR 2" ° ALTERNATE: (2}2x6.5" OR _ (2) -3 -x8 -HEADER (2) -1/2 -BOLT 2"x 6.5" SI DEPLATE CONNECTOR CO 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2}3"x8" HEADER ALTERNATE: (1) - 1/2" BOLT OR (2)- #14 S.M.S. EACH RAFTER EXISTING ALUMINUM MEMBER WITH SHEATHING WOOD FILL OR - NOMINAL LEDGER J (NEW OR EXISTING) SEE NOTE, DETAIL B, SHEET 8 LLn o I— o S, SEE TABLE 3, SHEET 8 EXISTING 1" STUCCO OR EQUAL 2:5" PENE. INTO EACH WOOD STUD II DBL. RAFTER / DBL. HEADER CONN. 4O I STUB COLUMN TO DOUBLE HEADER CONN. O5 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—,/INSTALL 6 – #14 X 3'i LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER bNNL 7 COLUMN DETAIL W t W�MOo� ? O w ¢u u�w� Lu Lu M M U Z Clo U) ('' FESSIq>�� o $588.5 .i OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MkW DATE DESLRPTION 4 STEL JOB 9 15-1071-1 DATE 3/3!21115 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS COLUMN /POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS /MIN. NUMBER OF REQ. COLUMNS o = lam In= 6 ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 0 X75+, 7 0 1.60" 1.5 .090" TYP. INSTALL 1Y" x 1Y2" x Y" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS 8 (ICC -ES ESR -3037) ALUM "T" BRACKET n CL 7/16"0 HOI FOR 318"N ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS 157"-- _ TYP" USE FOR 3" OR 4" STEEL POSTS 4] 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 3" POST, - 4" WIDE FOR 4" POST q 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G. H, I,JORK 112 DEPTH OF FOOTING OR 1 12" MIN. EMBD. 1 1 TABLE 1 TABLE 2 2 ATTACHED ONLY ATTACHED AND T BRACKET @ 3 -SO. POST ' FOOTING & ANCHOR BOLTS FREESTANDING W/ (4)-#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM.TBRACKET USE WITH ALTERNATE FTG. POST POST POST TYPE B,C,D, OR E. n STEEL.T BRACKET OR 9" SQ. SINGLE POSTS FOOTING SIZE BOLTS EMBED. CUBE SIZE SO. 18• DEEP • CUBE FTG. 18" 18' SQ. 12' 1r-2rCUBED(1) (2)3IB•0 1718" 20" 21" SO. 12" I BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. z3 & za CUBED (q (z}12 0 3114' 22• 25' SQ. 16' (2}3/8'0 STRONG BOLT 2 SS SEE TABLE 1 EA. BRACKET TO SLAB. ? + � 3 9 1/2' MINIMUM DISTANCE TO ' EDGE OF SLAB. 24' 28' SQ. 20" 25' - 30" CUBED (2) (4}1/70 3 114• 26" 32' SQ. 23' 33" MINIMUM DISTANCE FROM, ! W ul " '� ' 28" 35" SO. 25' SLAB CRACK TO COLUMN. d ? (1/" MIN. EMBEDMENT) ) ± v DE TH A + SLAB SHALL BE IN vl --- POURED CONCRETE FOOTING SEE TABLES GOOD CONDITION I I 3r-34 CUBED (2) (a}s1a 0 a 30" 39' SQ. 28" 35" - 39• CUBED (2) (4}3/4'0 4 3l4• 32" 43' SQ. 30" 34" 47" SO. 32" 40' • 42 CUBED (2) (4}314 0 a ala 36• 51' SQ. 34" NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS ESR -3037) 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTANDING BASE PLATE 38" 55" SO. 3T FOR SIZE 31/2" MIN. SEE FOOTING(ICC-ES IN BEAM SPAN TABLE QUARE 4 el I, i 40' 39" 60" SQ. 42" 64" SO. 41" a4" ss• SO. as EXISTING -SLAB' POSTS TO CONC. FOOTING Tx ATTACHED COVERS ONLY, O ATTACHED COVERS ONLY 2)REOUIRESUSEOFALTERNATEFREESTANDING BASEPLATE. CUBE FOOTING W13 V2'SLAS lam In= 6 ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 0 X75+, 7 0 1.60" 1.5 .090" TYP. INSTALL 1Y" x 1Y2" x Y" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS 8 (ICC -ES ESR -3037) ALUM "T" BRACKET n CL 7/16"0 HOI FOR 318"N ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS 157"-- _ TYP" USE FOR 3" OR 4" STEEL POSTS 4] 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 3" POST, - 4" WIDE FOR 4" POST q 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G. H, I,JORK 112 DEPTH OF FOOTING OR 1 12" MIN. EMBD. 1 1 (3)-3/4"0 B FOR POST TYPE F, G, H. I, (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" 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL INSERT ( 9" SQ. X 5/8" THK. `-" `-' THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1A 6y"1Y4" WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR Z04►� W 06 W NM 'n V O V On m awl mow- hwW� M O Z 00 ow Q M CA �FEss ic�� o S 5885 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCR�TION 4 STEL JOB # 15-1071-1 DATE 3rNW15 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 7 R —I I•` m W Q �,•" (1) -1/2"0M -B. F x9" LONG, 1" W ul FROM END '� ' OF POST Z POURED SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES POST EMBED. O9SQUARE INTO FOOTING (3)-3/4"0 B FOR POST TYPE F, G, H. I, (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" 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL INSERT ( 9" SQ. X 5/8" THK. `-" `-' THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1A 6y"1Y4" WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR Z04►� W 06 W NM 'n V O V On m awl mow- hwW� M O Z 00 ow Q M CA �FEss ic�� o S 5885 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCR�TION 4 STEL JOB # 15-1071-1 DATE 3rNW15 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS ' e 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. III EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 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= 'm 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 1 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 ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE 1 AND BOTTOM. 3 -SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1❑ 3" SQ. x.032" + (2)-2"x 6 1/2"x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. — 3" W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROL INSULATED HANGER c"o ROOF PLAN FASTENERS, SEE SHEET 4 #14 SMS 4 MIN. PER Et^" o ROLL—FORMED H14 SMS 2 32' D.C. MAX. DR IRP (4 MIN, PER PANEL INTERLOCK) /—ROLL—FORMED PANEL ALUMINUM S TOP & BOTT. 0.024' FASTENERS, SEE SHEET 4 P ROOF HANGER OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 W c~o 2 woo c� Z O U w a� Z LL U)LLI WW ch o UM rn Z C°O0 �M �t rn FESS IC}yyc . o S 5885 1 OF CAL 'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS Mows DATE DESCRP a 4 STEL JOB 0 157071-1 DATE Y312015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS 5^ 3.5" #14 SMS MAY BE USE AS ALTERNATE TO 1/4"0 BOLTS 3.5 " 8" BEAM I .5" a OR SEE NOTES BELOW 1 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 POST SCHEDULE 1❑ 3" SQ. x.032" + (2)-2"x 6 1/2"x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. — 3" W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROL INSULATED HANGER c"o ROOF PLAN FASTENERS, SEE SHEET 4 #14 SMS 4 MIN. PER Et^" o ROLL—FORMED H14 SMS 2 32' D.C. MAX. DR IRP (4 MIN, PER PANEL INTERLOCK) /—ROLL—FORMED PANEL ALUMINUM S TOP & BOTT. 0.024' FASTENERS, SEE SHEET 4 P ROOF HANGER OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 W c~o 2 woo c� Z O U w a� Z LL U)LLI WW ch o UM rn Z C°O0 �M �t rn FESS IC}yyc . o S 5885 1 OF CAL 'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS Mows DATE DESCRP a 4 STEL JOB 0 157071-1 DATE Y312015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS A n o C o D o BEAM TO POST & LATTICE T SPLICE DETAILS 11 SIMPLE SPLICE FULL MOMENT 9" 24" 3' 1 11 3- 1'1• 8' 1' 11 #10 S.MS. 8 #12 S.M.S. II (8 TOT. (24 TOT E ° F e G o H o I o BE TO RAFTER CONNECTION DETAILS BEAM TO POST DETAILS 12 BEAM TO POST DETAILS WOOD. AALNAL DECORATIVE HARDBORD) (2)#10 S.M.S.@ EA. VALLEY, TYP.E 12) -914 x 10S.M.S. EACH SIDE OF 3' NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLJCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3"STL C -BEAM TOTAL= (8}1/2"0 BOLTS So. POST 1.(0 O O O SPUCEWHFJ7E 4n 2.101 OCCURS 070" 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 @ T I -BEAMS TYP ° H - BRACKET TO POST ALUM. ALLOY 3" x B" x .042" BEAM, 6063-T6 L716 1' 3" SQ. STEEL OR 4" I -BEAM 3'-0• MAG BEAM. MOMENTCSPUCE of NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1 4. SPLICE WH OCCU ALUM. ALLOY 6063-T6 7"I -BEAM MOMENT CSPUCE 1 1/2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE ALUM. ALLOY 31055-1-125 / .28" 1.50" �~ 1.50" 2" 2"018 ALUM. ALLOY 3105-1-125 .018 14 SDS @ EA. SIDE & BOTT. TOT =24 3"X 3" ALUM. OR _4 —L STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER 1 1/2" SO., 2" SO., OR 2x3" LATTICE #8 x 2 "SMS, 21/2" @ 3' O.C. MIN. OR 3 1/2', TYP. UP TO 6"O.C. MAX. POST tTOT0L) ALTERNATE 1/4'0 BOLT W/ WASHER EA SIDE OF 3' SO. POST 7 i OF I -- 3* SO. POST x 1R' S.M.S. EACH SIDE OF 3' OST 8 -TOTAL IDE OF 3SO. POST GUTTER FASCIA D. POST MAG BEAM OR 2 3'SQ STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS TYP. THILl"ESS = .035 638• n 4 - #14 SDS TYP. THICKNqSS =.035" 6 - #14 SDS T -O" 11 + �� + + FASTENER SPACING = 3/4" _q FASTENER 61/2' II ++ + + ° + + ++ w ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED 0o ALUM. ALLOY 3004-H36 OR 6063 -TS FOR EXTRUDED °w NOTE: USE SIMPLE SPLICE ONLY Ica NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS #14 S.M.S. @12"O.C. SPLICES - ROLLFORMED & EXTRUDED FASCIAS DEAN ALUM ALLOY NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLJCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3"STL C -BEAM TOTAL= (8}1/2"0 BOLTS So. POST 1.(0 O O O SPUCEWHFJ7E 4n 2.101 OCCURS 070" 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 @ T I -BEAMS TYP ° H - BRACKET TO POST ALUM. ALLOY 3" x B" x .042" BEAM, 6063-T6 L716 1' 3" SQ. STEEL OR 4" I -BEAM 3'-0• MAG BEAM. MOMENTCSPUCE of NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1 4. SPLICE WH OCCU ALUM. ALLOY 6063-T6 7"I -BEAM MOMENT CSPUCE 1 1/2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE ALUM. ALLOY 31055-1-125 / .28" 1.50" �~ 1.50" 2" 2"018 ALUM. ALLOY 3105-1-125 .018 14 SDS @ EA. SIDE & BOTT. TOT =24 3"X 3" ALUM. OR _4 —L STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER 1 1/2" SO., 2" SO., OR 2x3" LATTICE #8 x 2 "SMS, 21/2" @ 3' O.C. MIN. OR 3 1/2', TYP. UP TO 6"O.C. MAX. POST tTOT0L) ALTERNATE 1/4'0 BOLT W/ WASHER EA SIDE OF 3' SO. POST 7 i OF I -- 3* SO. POST x 1R' S.M.S. EACH SIDE OF 3' OST 8 -TOTAL IDE OF 3SO. POST GUTTER FASCIA D. POST MAG BEAM OR 2 3'SQ STL BEAM RAFTER "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 -O" 12 -#14 SDS FASTENER SPACING = 3/4" 3TENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG #14 x 1/2" S.M.S. TOP & BOTT. (2}TOT. 0 00 _q FASTENER 61/2' ROOF PANEL 0o GROUP ROLLFORMED OR Ica EXTRUDED GUTTER ALUM. BRACKET X #14 S.M.S. @12"O.C. FASCIA 6112'x2"x.024 2' 1' 'L'SEE TABLE RAFTER "U" BRACKET - RAFTER TO BEAM 3.125" FOR 3 x RAFTER 2.125' FOR 2 x RAFTER t = .040" @ 6063-T6 1 112" (6)-#14xY4 TEK SCREWS BRACKET TO RAFTER �/2' MIN. O C9 (6) - #14x V4" TEK SCREWS BRACKET TO BEAM 04 CV) W CD 06 W N oo 2 w") 2 0 W QW u�W� w W M co o U 01 Iq �Za�o �Q M Ess) S 5885 OF CALF 03-03-15 DURALUM IAPM0.0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DUE DESCRIPTIDN 4 STEL JOB 0 15-7071-1 DATE 302015 DRAWN BY MAP CHECKED DIOL BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS q o tl o G o U o t v t o v n HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS ��I:��j�_�:i��►Jll���:a NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h I WIDTH 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM AN BEAM 3 HEADER z CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 lbs. ) W 0 T FAN BEAM ALUM. ALLOY 6063—T6 2 1,/2' 2 I- #14 x 3 1/2" S.D.S. SCREW #12 S.D.S. SCREW AT BEAM AT HANGER CHANNEL Wctiocl 2 w° cl M Z O U w QW u LLI ww`m M o U 00 Qco U) rn FESSI�! S58.85 OF CAL -\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS wfu( 141E DEMR114" 4 STEL JOB 0 15-1071-1 DATE M3015 DRAWNBY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 1 19 20 1 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 1 9 1 9 10 10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' _ _ _ _ _ 11 11 12 12 NP NP NP NP NP NP NP NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h I WIDTH 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM AN BEAM 3 HEADER z CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 lbs. ) W 0 T FAN BEAM ALUM. ALLOY 6063—T6 2 1,/2' 2 I- #14 x 3 1/2" S.D.S. SCREW #12 S.D.S. SCREW AT BEAM AT HANGER CHANNEL Wctiocl 2 w° cl M Z O U w QW u LLI ww`m M o U 00 Qco U) rn FESSI�! S58.85 OF CAL -\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS wfu( 141E DEMR114" 4 STEL JOB 0 15-1071-1 DATE M3015 DRAWNBY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS A o B o C o D a E Y F o G o H o I o J BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED 10 PSF LIVE FREESTANDING SOLID COVERS LOAD - 110,120,130 MPH - EXP. B 8� C00 1,52' 6.5" ROLLFORM A 61• 1. 9' Ex7GUTTER a a T 2 G O r MAX.COL. SPACING ON SLAB } :30 cr ATTACHED SOLD FREESTANDING SOLID } F � o_ m F 0WHERE z 6, 0.73' 038' 2.(B' SPLICE I II 0.075' II 3' TYP. I I SPLICE W,{FRF occuRs 0.070' .31 TYP. SPLICE ocRs 4, 0,065' TYp 2. 4' I T=12 GA ASTM A653 SS GRADE 50 G60� 3. 032' ALUM, I SPAC NG N) ( (SPAN) (1) GIST TYPE SPACWG FTG. (IN J (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 18 11'-s" 20 B 11'-9" 26 11'-4" 28 G 5' 6' 6' 10'-s" 18 10'-9" 21 B 10'-9" 26 10'-4" 27 G 9'-8" T 10'-0^ 21 B 9'-$^ 27 G 7' 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 D ALUM. ALLOY 6063-T6 3" SO.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 J ''AA v/ � (n � Q 8'-6" 8 19 22 B 9'�" 26 9-1" 26 (� , 8 7'_7" g' $'-1 O" 2O $'-10" 22 B $'-1 O" 27 8'-7" 26 ^ V g, 6'-9" 10' .8'-6"8, 20 23 B 8'-6" 27 8'-1" 27 G 10' 6'-2" 11' 8'-1" 23 $WHERE '-1�� 21 C 8'-1^ 27 7'-9" 28 G 11' 5'-8" 12' 21 24 C 7'-8" 28 7'-6" 28 G 12' 0 SPLICE /-T-0.125 ALUM. occuRs ALLOY 6063-T6 � 6,6 6' 7. ' 8.0' 0.110' TYP. .042' .032' 0.042' TYP. TYP. TYP. � ATTACHED SOL/D FREESTAND/NG SOLID 4 e 1I I I E1.75' MAX. --+-2,0'--I MAX.�,O'--I o• DBL.2"x6.5"x0.042" DBL.2"x6.5"x0.032" 3"x8"x0.042"BEAM %" I -BEAM I ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-1-136 K ALUM. ALLOY 3004H36 F ALUM. ALLOY 6063-T6 OR EQUAL OR EQUAL OR EQUAL ^=^ I..L O N r � SPACING ON SLAB (2) (g) =)O m � Da m � MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5, 11'-9 19 21 B 11'- 0'-10" 229 G 5' 11'-4" 6' 10-90'_7" 122 B 10-90,_0" 228 G 6' 9'-S' r r 7 101-0" 2 91-101-:-0-22 B 1 �'-0" 27 9'_3^ 2$ `j , % 8'-6" $, 9'-4" 20 9'-2" 23 B 9'-4" 26 8'-8" 27 G 8, 5 0 i1 W/ (1) "C" INSERT � ALUM. ALLOY 5. sos3-Ts T=12 OR H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 ,,-T,�oR �3� NOTE: ASTM GRADE SD WHERE'C' SPLICE OCCURS AS SHOWN IN 8, • 7.8 5' A653 SS G6o 8,0' SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' GRADE So FULL LENGTH OF THE T I -BEAM. TYP. ..I (n LL � Q � 7'-7" g' 8'-10" 21 8'-8" 23 B 8'-10" 27 8'-2" 28 G gr 6'-9" 10' $'-6" 21 8'-3" 24 . g $'$" 27 7'-9" 28 , 10 6'-2" 11' $,_1r, 21 7'-10' 24 p v $'-1" 7 7'_6^ 29 G 11' 5'-8" 12' 7'-7" 25 C G 12' 6 I 625' 0 F-3.0. �i^4'0,�+�-3.0'--i 875' MAX. MAX, � DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT GA. STL. INSERT = � MAx.COL. SPACING ON SLAB (2).(3) � o � ATTACHED SOLD FREESTANDING SOL/D >- � o m§ MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE L ALUM. ALLOY 3004-H36 M ASTM A653 GRADE 50 G60 � GRADE 50 G60 �ASTM*A653 OR EQUAL O 13'-7" 5' 11'-9" 20 11'-2" 22 B 11'-7" 29 10'-6" 30 (j 5' 7 3x8"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 FIGURE INDICATES NOTE: WHERE 12 AND 14 GA STEEL INSERTS EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALLL L BE INSTALLED M r i � 11-4" 6 10'-9" 20 10'-2" 23 B 10'-7" 28 9'-7" 30 G 6' gr_8rr 7, 10'-0" 21 23 B 9'-9" 28 8'-10 29 G 7, 8,_srr 8r 9'�" 21 $'-1 O" 24 � 9'-2" 27 $'-3" 29 ^ V 8, 0 s WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. of THE 3•xa• 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"WIDE BY THE EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 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 (n rr^^ vJ O 7�-7,r g' $'-10" 22 24 � 8'-8" 27 7'-10 29 � g 6'-9" , 1 O $'-6" 22 $'_0" 25 B 8'-3" 28 7'-6" 30 G , 10 6'-2" 11 $•_1 r. 23 7'-7" 25 B C 7'-10" 29 7'-2" 31 G , 11 5'-$„ 12' 7'-$' 2325 C OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4' MINIMUM. r" ti 2 � ti CYi W U)N M W QLLJ 5 LLJ LLI Lu � MM U a? >co Q C cf) ai rn FESS 1(�z S58.8.5 � 1� OF CA0F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REwsloNs Mnwc DATE DescnwrgR 4 STEL JOB A 15.1071-1 DATE 3 13015 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 140F 7 -7" 29 G` 12' ' MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 7'-1" 6'-9" 31 50 SHEETS I 0 2 e 3 4 A o B e C o D o E o F o GOf 0 0 s e s 0 7 0 ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C oMAG BEAM �,�1 4" I -BEAM `, 4.5" MAG GUTTER p 3" SQ. ALUM. W/ 12 GA. E STL. U CHANNEL 7^ I_gEAM F r ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAXPOST FTG. MIN. I �0 j p rONSLAB SPACING(IN.)POST SPACING (IN.)POSTSPACING (IN.) POST SPACING (IN.) POSTSPACING (IN.) POSTSPACING (IN.) POST SPACING (IN.) POST SPACINGIN.)POSTSPACING (IN.) POST SPACING (IN.) POSTm(SPAN) R. (1)TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ( 1) TYPE (SPAN) (1)TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1)TYPE 5' 10'-4" 17 B 9' 6" 25 G 13'-7" 19 B 12'x" 27 G 13'-3" 19 B 12'-2" 27 G 13' 4" 19 B 12'-1 27 G 23'-4" 22 E 21'-3" 31 G 5, O 10'�l" 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 11'-9" 28 12'-3" 20 1'-10' 28 23'-4" 25 20'-8" 33 9'-9°9.-9" 120 g 8'-10$ 226 G 12'-9 "2'-9" 122 B 11'-8"1 228 G 12'2" 121 B 11'-61'-2" 228 C7 12'- 11'-3" 121 B 228 G 22' 226 E 20'-0'9-6" 332 G 6' � 11'x" 6' _8" If -4" 2'-2" 1 22'-0" � 9._8.. 7' 9'-3'9.-3" 121 B 81-0 8 226 (j 12'-2" 223 B 11'- � 227 G 1V-31" 222 B 101-1 227 G 12'-0"0 20 B 11'-00 227 C7 20'-10'-10 227 E 19'-0'8.-7" 3 G 7' -3" 2 -2" 0•-9" 1'-3" 0�-7" �" 1 -2" 32 .I 8'-6" $' 81-10" 19 B 8'-2" 25 '-10" G 8" 21 --7-23 C 10'-7" 27 G 10'-7" 20 B 10'-4" 27 G 11'-6" 21 C 10'-6" 27 G 20'-1" 25 E 18'-2" 31 G $' 8'-10" 21 25 11'-8" 10'x" 27 10'-7" 23 10'-2" 27 9'-9" 22 B 9'-7" 27 20'-1" 28 17'-9" 31 7-7 „ , 9 8'-7" 19 B 7'-9" 26 G 11'-1" 21 C 10'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" 21 C 10'-1" 28 G 19'-2" 25 E 17'-6" 32 G 9' LL 8'-7" 22 7'-7" 26 11'-1" --:-24 10'-0" 27 10'-0" 23 9'-7" 27 9'-2" 22 B 9'-0" —2-7 19'-2" 28 17'-1" 32 6'-9" 10' 8'-3"8 222 g 7'-7'7 227 G 10'-6"0 224 C 9'-109 228 G 91-6"9' 223 C 9'-6" 228 G 10'-4" .-9„ -8' -106'-6"2H10' -3" 4" 6" -7" 6" -2" 27G18' -3"9E6' 6'-2" 11'8'-0"20B7'-4" 27G10'-0" 229'-7"29G9'1" 219'1"28G9'10" C 29G17'-4" =22 26E16'33�..{118'-0"237'-2"2810'-0"25�''-3"289'-124 8'-9288'-4" 28 17'-4"2916'-0"33 71_7,7-7"223C71-2'7,-0"228 G91 7119' -30 -8"8 228 G. 16'-8'6 230 E 16'-05,-7" 333 H 12' -7"225E9' -1"229G81 -8"224C888 -4228G-6"8-0" =8" � SOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTAND/NG SOLID � 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. MAX.COL SPACING la—� =)!2 ~ ~ ON SLAB 3 kTACHED POST SPACING (IN.) POSTSPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (IN.) POST SPACING (IN.) SPACING(p)(g) POST SPACING (IN.) POST SPACING (IN.) POST m � )TYPE (SPAN) (1)TYPE(SPAN) (1) TYPE (SPAN) (1)TYPE (SPAN) (1)TYPE (SPAN) (1)TYPE (SPAN)TYPE (SPAN) (1)TYPE (SPAN) (1)TYPE (SPAN) (1)TYPE13'-7" 5'1 B 9'-6" 26 G 13'-7" 19 --:;-22 g 12'-4" 28 G 13'-3" 19 B 12'-2" 28 G 13'-l" 19 g 12'-2" 28 -:;:29 G 23'x" 23 E 21'-3" 33 -9-IH 5, O 10'-3" 20 9'-0" 28 13'-4" 11'-8" 30 13'-1" 22 11' 6" 30 11'-2" 21 11-0 23'-1" 27 H N 6' 9'-9°9.-8" 121 B 8�-108-6" 227 C7 12'-9"2-8" 223 B 11'-8"1'-1" 229 C7 12'- 12-0" 223 B 11'-60'-10 229 C7 12'-6; 222 B 11'-610'-0 211 C7 22'-21'-9" 228 E 20'-0'9-0" 334 G g 11,x„ 0,-3" H � 9._8„ 7. 9'-3°9.-2" 122 B 8-68'-1" 227 G 12'- 224 B 11'-110-0" 229 G 11'- 11-1" 223 B 10'-10-3" 229 C7 11'-79'-6" 222 B 11'-09'-3" 228 C7 20'-20'-8" 229 E 19'-0"8-0" 333 G 7 12-0" H J 8'-6" $' 20 f:2- B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 B 10'-6" 27 G 20'-1" 26 E _311 H $� 3 7'-8" 27 11'-6" 25 10'-1" 29 10'-4" 24 9'-9" 28 8'-10 23 8'-8" 27 19'-9" 29 33 �� � 20 7'-9" 26 11'-1" 22 10'-2" 28 10'-0" 21 C 10'-0" 27 10'-3" 22 C 10'-1" 28 19'-2" 27 329' �7-79237'-4"28G-1025C9-8289'-9"24B9'-3"288'�"23 B8'-2" 2830E33H� V 6'-9"10'224B7'-7'7,-2"228G10'-6"0'-3"226C9'-109'x"228G9-69,-3"225C FO" 9-68-9"228G9'-9"8'-0"224CB9.87'-9"22C718'17'-10'31E 332 H 10' 6'-2" 11' 21 B 7'-4" 27 10'-0" 23 9'-7" 29 G 9'-1" 22 C 9'-1" 28 G 9'-3" 22 C 9'-3" 28 17'-4" 27 E 16'-4" 33 Q 247' -0"G9' -9"26C9'-1298'-10" 258'-4"297'-6"24B29G17'-1"31-7" 331 15'-8" 12' 22q C 7'-2°6,-9" 230 G 91 7"9'-4" 226 230 G 81-8"8 225 C 81-8 C7 8'-1 23 C 8'-107'-2" 230 C7 16'-8'6'x" 232 E 16'-0'5.-1" 333 H 12' �" 6'-10" 4 B ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D 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. MAX.COL. SPACING j p ^^ LL 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).(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' 10'-4" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 G 13'-3" 21 B 12'-0" 29 G 12'-6" 20 B 12'-0" 29 G 23'-4" 25 E 20'-1 34 H 5, O 10'-0" 21 8'-8" 29 13'-1" 23 11'x" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1 30 22'-6" 28 19'-7" 36 J r 9'-9" B 27 G 12'-9" 22 B 11' 6" 9 G 12'-2" 21 B -3"29 G 11' 4" 21 B 11'-3" 29 G 22'-0" 26 E 19'-8" 34 H 6, 11,-4„ g' .320 9'-6" 22 12'x" 24 -1310 10'-8" 30 11'-6" 24 0 9'�" 22 9'-2" 29 21'-2" 29 18'x" 35 � 9._8„ 7. 9'-3 2 g 8'-4" 228 G 12'- 11 225 B 10'-10'-2" _2„ 230 G 11'-3" 224 B 9'-0" 23 _8„ C 0 -8" 0�j10'-78-9"223B10'-8'-7229(j2020'-2"230E18'97'-6"335I71 8'-6"8'8'-10" 21B8'-0" 2611'8"2310'-6 2810'7" 22B ll 10'-0" 22g9'10"28G20'-1" 27E18'0" 33H$' 8' -7"247' -6"28C711' -1"26C9'-9" 30G10' -0"259G8'-2" 238'-028 12"3116'-9" 34 7-798'-3"24B7'-2"29G26C9'�"29G9'-4"25C9G7'-8" ��ILL , 8'7" 22 7'-8" 272310'-1" 28 10'-0"23 B 9'-4" 22 9'-4"28 19'-2" 28 17'-3" 329' 24B7' -7"29G1 -1"31E16' -1"34H6'-9" 10'8-3„10"225B7'-6'7,-0"230G1019'-10"227�,91891"230G91-6"86"225(�0 (j 8'-10'7 224 B 8'-10 230 G E16' -8"5,-7"334H10' -0" -2" 8'-0" 23B 7'-3" 29G10'-0"24 C 9'�3"29G9'1"24C8'-10" 29 8'-6" 2C8'-6"29GE16'-2" AY 33 H7'-6" R 25 C6'-9"31 9'-6" 27 E 8'-9"317'-9"257'�"31G6'-4"B6'-10'31 15'-1" 33 I 7'7'711-7"231C7917"9'-1"228E9'-28-6"231Cj8-8"7,-1"225�'81-0-9"231(j812"224CB8-16'-7"231�j E 15'-84-0" 333 H 12' I Ll CY) 2 r` W c0 0c; 2 w co c� Z%75 U 'RT uULu2 )w� U.I U.1 � M o U a' �Za�O �Q ch rn Q�pEESSIq�� $5.8.85. � OF OAl \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHI APPROVAL REVISIONS wuac wre oesc"wno" 4 STEL JOB # 15-7077-1 DATE 3rJrzo�s DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -15 15 OF 50 SHEETS # 15-7077-1 DATE 3rJrzo�s DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -15 15 OF 50 SHEETS i W 04 CO 00 W U)NM \ m 2 e5 w Q�� uU)w� Ld LLJ Co (") CF) U rn 00 00 UQ M Q�FESS Ips! $5885 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK 647E DESCFWTION 4 STEL JOB R 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 16 160F 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7" I -BEAM 7" I-BEAM'�J G W/ (1) "C" INSERT /Z�W/ (2) "C" INSERTS � DBL 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" OR K i3"x8"x0.042" BEAM ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID , FREESTANDING SOLID MAX.COL SPACING �o o MAX•POST FTG. MIN. MIN. MAX POST FTG. MAx•POSTF32 MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX -POST FTG. MIN. MAX POST MAX.POST FTG. MIN. MAX•POST MAX.POST FTG. MIN. n=n L.� ON SLAB m 3 SPACING (IN.) POST SPACING POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR 3"x8" (IN') POST SPACING FOR DBL SPACING FOR 3 k8" (IN) POST m (2), (3) (SPAN) (1) TYPE (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (1) TYPE (1) TYPE C Yx6.5"x0.03Y BEAM 2'46.5'x0.032 BEAM 13'-7" 5, 26'- 26'-9" 226 E 24' G 29'-6"291-0^ 227 E 26'-26,-2" 335 H 16'-0"6 222 B 16'-0"5,-3" 230 G 13'-12 13'- 121 B 13'-12 13'-8"2,-7" 229 G 5 O 23'-8" H 1 -0" -7" 2'-10" 3^ 11'�l" 6 25'-3" 24 E 23'-0" G 27'-9" 25 E 25'-3" 32 G 14'-7" 20 B 14'-7" 28 12'-1" 12'-6" 19 B 12'-1" 12' 6" 27 , r 25'-3" 27 22'x" 33 H 27'-9" 28 24'-7" 34 H 14'-7" 23 14'-0" 29 G 11' 6" 1'-9" 21 11'-2" 11'-6" 28 G 6 9,_8„ 7, 24'-0"24'-0" 228 E 21'- 21 333 G 261 229 E 24'- 23'-4" 334 H 13' 6 223 C 13'-6"3,-0" 229 G 11'-110'-8" 11 222 B 11'-1"0 11'-1"0 227 G 7' -3" H 26'-4" 3.6^ 0'-10" _4" -8" J 8'-6" 8' 23'-0" 26 E 20'-1 32 H 25'-3" E 23'-0" 33 H 12'-8" 21 C 12'-8" 28 G 10'-6" 10-1 20 B 10'-6" 10'-1 " 27 G 8' 23'-0" 29 20'-3" 32 25'-311-'3_930 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 E 20'-1" 33 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' �.L 22'-1" 30 19'-7" 33 24'-3" 31 21'-7" 34 I 12'-0" 24 11'-6" 29 9'�" 9'-8" 23 B 9'-2" 9' 4" 27 6,_9„ 10, 21'-4"21' 231 E 19'8'-10 333 H 23'-6"23'-6" 232 E 21 334 I 11'x"1 225 C 11' p 229 G g � 9 -29'-2" 223 C 9 4 9'-2"8,-6" 227 G 10' 4" 20'-9" -a" -10" 9 -0" 8 g" 6,_2„ 11, 20' 231 E 18'-98 334 I 22'- 22'-9" 232 E 20' 335 10'-10'-10" 225 E 10'-110'-4" 329 G 9 8 �8,_4„ 223 C 1. 9 -0 8 228 G 11' O 20' 8" -3" 20'-2" 8 -7" 8,�„ 7' 8" 5'-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 8'-7" 7'-8" 21 C 8'-7" 7'-8" 28 G 20'-1" 32 17'-9" 35 22'-1" 33 19'-7" 35 10'-4" 26 10'-0" 30 8'-2" - 8" 23 8'-0" 7'-1" 28 12' } ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID j ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = MAX.COL SPACING = Do p 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 MAKPOST FTG. MIN. MAX•POST MAX.POST FTG. MIN. ON SLAB f° SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING FOR 3"x8" (IN.) POST SPACING SPACING FOR3"x8"(1) (IN.) POST m (2)x(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (1) TYPE 2 TYPE �� C 2"x65x003Y" 2k65x0A 13'-7, 5, 26'- 2"6_6^ 228 E 24' 336 H 29 229 E 26'-25"-4" 336 I 16'-04'-10 222 B 16'-0'4,-7" 331 G 13'-12'-7" 13'-81 221 B 13'-12.3 13'-8"1'-6" 230 G 5' O 23'-1" 1 2'g _2" K -8" 11,x„ 6, 25'- 22g E 23' 335 H 27 230 E 25'-23,-10 336 H 14 223 B 14'-12,x„ 231 G 12'-11"1 12'-60 222 B 12, 1„1 12'-6"0,-6" 229 4'-10' 21'-9" I 27'-6" K 13-8" -6" -8" -2" G 6' 9,_8„ 7, 24 230 E 21 334 H 26 231 E 24'- 22,-9" 335 H 131-012 223 C 13'-12'-4" 230 G 11'-1"0 11'-70 223 B 11'-1"0 11'-79'-8" 228 G 7. 23'-8" 20,-8" I 26'-1" I -s" -8" -0" -4" J 8'-6" 8' 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" 9'-1" 28 C6 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' LL 21'-9" 32 19'-0" 34 24'-0" 33 21'-0" 35 I 11'-2" 24 11'-0" 29 9' 4" 8'-9" 23 B 9'-2" 8'-7" 28 6'-9" 10, 21'-4"21'-1" 232 E 19' 48-4" 333 H 23 233 E 21'-4"20'-2" 334 11' 4 225 C 11' 4 229 G 9'-4" 9.28'-4" 224 C g 9'-2"7,-9" 228 G 10' I 23'-2" 0 -8" 0'�" 9'-0" B g _g^ 6,_2„ 11, 20' 233 E 18'-97 334 22'- 22,-6" 334 E 20'-e9 335 1 10 225 E 10'- 329 G 9 8 �8'-0" 224 C 9 8 229 G 11' O 20'x" _9^ -7" J 10'-2" 9'10" 8 _7^ 8'�" 7'-1" r 5,_8„ 12, 20'-19'-10 334 E 18'- 334 22'-l"21'-10' 335 E 20,_ 1„9 335 J 10'x'9,-9" 226 E 10'-4"9'-6" 330 C7 8 -7 8 71_811 224 C 8 -7"8 7'-8 6 230 G 7,-3" -1 " -2" '-4" -0" -7" 12' ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } MAX.COLQ SPACING SPACING ��_ jo 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 FTG. MIN. ^=^ I.L ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m 3 (2) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE FOR 3x8' (1) TYPE FOR 3"x8" TYPE 2'x65-40032' 2'Fx65x003P ,(1) 13'-7" 5' 26'-9" 26 E 24'-0" 35 1 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' O 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 1 V-4" 6' 25'-3 4 230 E 22'-21'-1" 337 I 271 231 E 24'- 23,-3" 337 I 14'- 12.7^ 224 B 14'-112-3" 332 G 12'-l",-0" 12'-p'1 223 B 12'-1" 11.1 228 G 6' -3" K 26'-9" K 10" 1 -2" 9' 6" 9,_8„ 7, 24'- 23'-1" 231 E 21'- 20 336 H 26 232 E 23'- 22'-1" 337 I 131 G11 225 C 13, 1„1 331 G 11'-10 11'-19'-2" 223 B 11'-1"0 11'-19 227 G 7. -1" K 25'-6" K -8" �' �" �" 0" J 8'-6" $' 23'-0" 29 E 20'-7" 34 H 25'-3" 30 E 22'-8" 35 I 12'-8" 24 C 12'-4" 30 G 10'-6" 10'-4" 22 B 10'-6" 10'-4" 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' 4" 27 7,_7„ 9' 22'-1" 29 E 19'-9" 34 H 24'-3" 30 E 21'-g" 34 I 12'-0" 24 C 11'-8" 29 G 9'-10" 9'-g" 23 C 9'-10" 9'-8" 27 G 9' LL 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" 27 6,_9„ 10, 21'420'-7" 334 E 19" 335 H 23'-6-"---22'-8" 335 E 21'-; 9,-8" 336 I 11-4 227 C 11'-19'-7" 230 G 9 4 9 -2" 225 Ci 9 -4 8 _9" 9 227 G 10' Y) 7,-10 I J 9'-9" 9 -0^ =8" 8 �" 7,_2^ 6'-2" 11 20'-8" 31 E 18'-6" 34 1 22'-9" 32 E 20'-4" 35 1 10'-1 25 E 10'-7" 29 G 9'-0" 8'-a" 23 C 9'-0" 8'-0" 28 G 11' Q 9'-10' 35 17'-3" 35 J 22'-0" 36 19'-1" 36 J 9'�" 27 9'-2" 31 8'-7" -4" 25 8'-0" 6'-7" 28 r 5'-8" 12' 20'-1" 31 E 16'-0" 35 1 22'-1" 32 E 19'-9" 36 J 10'-4" 25 E 10'-2" 30 H 8'-7" T-8" 23 C 8'-7" 7'-4" 28 G , 12 9'-3" 35 16'-9" 34 J 21'-3" 37 18'-6" 35 9'-0" 27 8'-9" 31 G 8'-2" -10" 25 7'�" 6'-0" 28 i W 04 CO 00 W U)NM \ m 2 e5 w Q�� uU)w� Ld LLJ Co (") CF) U rn 00 00 UQ M Q�FESS Ips! $5885 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK 647E DESCFWTION 4 STEL JOB R 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 16 160F 50 SHEETS e 2 0 3 e 4 0 A e B o C o D o E o F o G o., H o I o JLL 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 } S ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID MAx•POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FFG. 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. SPACING o j p ^=^ I..L ON SLAB 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) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE G 13'-7" S 19'-3" 21 C 19'-3" 30 G 18'x" 21 C 18'-4" 30 C7 20'-1" 21 C 20' 1" 30 G 25'-1 23 E 25'-1 32 H 28' 4" 24 E 27'-8" 35 J 5 O 18'-1" 23 17'-8" 31 18'x" 23 17'-8" 31 20'-1" 24 19'-4" 32 5'-10" 26 4'-10' 34 28'-4" 27 27'-0" 37 6' 17'-7" 22 C 17'-7" 29 G 16'-9" 21 C 16'-9" 29 G 18'x" 22 C 181-4" 30 G 23'-8" 24 E 23'-8" 32 H 25'-1 25 E 25'-1 34 J , 6 r 11-4" 16'-6" 24 16'-1" 31 16'-9" 24 16'-2" 31 18'x" 25 31 23'-8" 27 22'-9" 33 --25-10 27 24'-10'-:-36 � 9,_8„ 16'-15,-3" 224 C 16'-15.-0" 230 G 15'7" 224 (� C7 17'-117,-1" 225 E 17'-116 331 (j 22' 22 227 E 22'- 333 �"� 24-0" 4 228 E 24' 335 J 7 7, 5'-7" �" -0" 21'-1" 23'-1" J 8' 15'-3" 23 15'-3" 30 14'-7" 22 E 16'-0" 23 E 16'-0" 30 G 20'-7" 25 E 20'-19'-9" 332 H 22' 229 E 22'-6" 334 J 8' 8'-6" 14'� " 25 E 14'-0" 29 G 14'-7" 25 G 16'-0" 26 15'-4" 30 20'-7" 28 22-6 1'-7 7,_7„ 9' 14'-4" 23 E 14'x" 30 G 13'-9" 23 E NZ G 15'-1" 23 E 15'-1" 2119'x" G E 33 H 21'-2" 26 E 21'-2" 35 J 9' 13'-7" 25 13'-2" 30 13'-9" 26 26 14'-6" 30 19' 4" 29 18'-7" 32 21'-2" 29 20'x" 35 10, 13'- 226 E 13'-8 330 G 13' 1" 226 E 13'-l' G 14' � 227 E 14'-313.-9" 231 G 18'�"8 229 E 18'-4"7'-8" 333 F'{ 20'-120.-1" 230 E 20'-119'-4" 335 J 10' � 6,_9„ 2'-10" 2'-7" -7- 4'-3" �" 11' 13'-1" 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 Fi 19'-2" 27 E 19'-2" 36 � 11' O 6'-2" 12'-3" 26 12'-0" 30 12'-6" 26 .331 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 6'-10' 33 19'-2" 30 18'-6" 35 !' S'-8" 12'-6" 24 E 31 G 12'-0" 24 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' i 12' 11'-9" 27 11'-6" 31 12'-0" 27 11'-6" 31 13'-1" 28 12'-7" 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 SOLcd ID • 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 FFG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FFG. MIN. = MAX.COL. � o j p Q. SPACING ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ({N.) 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 (2), (g) 13'-7" 5' 19' -3" 22 C 19'-3" 32 G 18'-4" 22 C 18'-4" 31 G 20'-1" 22 C 20'-1" 32 :G-' 25'-1 24 E 25'-1 34 H 28'-4- 25 E 27'-8" 35 I , 5 O 16 -6 24 B 16'-1" 32 17'-4" 24 17'-0" 33 H 19'-0" 25 18'-6" 33 H 24'-4" 27 ---'13-10' 36 K 26'-8" 28 26'-1" 37 K r g' 17'-7" 23 C 17'-7" 31 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'x" 29 23'-9" 36 J � 9,_8„ 16'-14,-0" 225 C 16'- � 3 C7 15' 14'-8" 226 (� 15'-14 331 G 17'-116.-1" 226 E 17'-115'-8" 332 C7 20-8" 229 E 22'- 20'-2" 3 H 24'- 22'-7" 229 E 24' 335 H 7, 7, 3�-8" 31 �" 34 22'-1" I J 8'-6" 8, 15'-3" 226 E 15 330 C7 14'-1"3 226 E 14'-713,-6" 231 (j 16'-0" 227 E 16'-0�4 332 C7 20' 229 E 20'- 334 �,.{ 2T-6" 230 E 22'-62,_,-734' 3 H 8, s g�-1" C 12'-9" _9" 15'-1 " -8" 1,9'x" B'-10 1'-2 I 7,_7„ 9' 14'-4" 24 E 14'x" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15'-1" 31 G 19'-4" 27 E 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 -:;7-33 20'-0" 31 19'-6" 34 I � W 13'-8D1 E 330 C7 13'-12-4" 227 E 13'-l" 330 G 14 228 E 14'- � 331 H 18'-4'7-4" 230 E 20'-119 231 E 20'-118 333 H 10, 6,_9„ 10, �-8" -271 1,-6" 2�-1" H 13'-6" 3,-2" -0" I 0 11' 13'-1" 25 E I„ I 25 E 12'-6" 31 G 25 E 13'-8" 31 H 17'-7" 28 E ffH 19'2" 28E19'-2"3411-22711'-0" 6'-2" " 3028 11'-6" 30H2'-10"28 12'-7" 3116'-7"3118'-1"3217'-8"345,_8„12,12'-60,-8"227E12'-6O,-0D330H12'-0"1,-3"228E12'0'11330H13'112�229E13'-112.-1"332�"�16'-95'-10"231E18 � 232 E 18'-4"7,-0" 334 � 12' 7,�„ s ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = SPACING Q � o Q2 jo MAx•POST FTG. MIN. AxFTG. 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. MAx.POST FTG. MIN, MAx.POST FTG. MIN. ON SLAB f° � SPACING (IN.) POST PA (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 � D F (SPAN) (1) TYPE (SP (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F (2).(3) [18'-3;" 5' 18'-4" 23 C 33 I,,,� 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 27'-3" 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 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 16'-9" 24 C 16'-9" 32 G 16'-9" 24 C 16'-6" 32 G 18'-4" 24 C 18'-0" 33 �' 23'-8" 26 E 23'-1" 35 I 25'-1 27 E 25'-3" 36 J 6, g' 3'-10" 25 13'-6" 32 14'-7" -:16 14'-3" 33 H 15'-10 26 15'-7" 34 20'-6" 29 20'-1" 36 K 22'-4" 30 21'-10" 37 K � 15'-12,-9" 226 15'-6 332 G 15'-13-6" 226 �, 15'-1"3.2" G 17'-114,-9" 227 E 16'-8"4.-6" 333 G 22'-0" 2'-0 9 229 E 21'-6 3 H 230 E 23'-6" 336 I 7, 9,_8„ 7, �. 2'-7" H -0" 8'-7" 35 124 20'-9" 0,-3" K J g' 14'-7" 25 E 14'-6" 31 G 14'-7" 25 E 14'-3" G 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I 8' 8'-6" 12'-0" 26 C 11'-9" 31 12' 8" 27 C 12'-4" k30 13'-10' 28 13'-6" 32 H 17'-9" 30 17' 4" 35 I 19' 6" 31 19' -LL 0" 35 0 in � 9 13'-9" 25 13'-8" 30 H 13'-9" 25 13'-6" H15' -1"2614' E -8"3119'x"2819'0"3321' E H -2"2920'-8"34H9' E 18'-45'-10 333 7-7 18'-05,-7" 11'-4"2712'-0" � 12' 27E11'-8" G 13'-1" 28 12'-9" 32 H 16'-9" 31 16'-4" 34 18'-4" 32 18'-0" 35 13'-10'-9" 227 E 13'-00'-7" 330 H 13 228 E 12'-9"1 331 H 14'- 12� 229 E 14'-0"2-1" 331 18'-4" 231 E 18'-05'-7" 334 I 20'-117-4" 332 E 19'-8"7,-1" 335 H 10, 6,_9„ 10, G 1"1'-4" -7" H 6'-0" I 11' 26 E 12'-6" 31 H 12'-6" 26 E 31fi13'-8" 27E13'-4" 31 17'-7" 29E17'-2" 33H19'-2" 30E18'9" 3410'-3"283128-7"111'-10291'-7"31H15'-2"324103316-7336334 8 6'-2" [122'-2" 331 �-{ 13'-111 230 E331 16'-9'4.-7" 30 J E 16'-64'-3" 333 1 12,331H229E-1" H L ti Q ti co W�Nco°O M M Z W rn LU u�w� LLj � W W ) C'7 cv00 O Z CO M �Q oj rn FESS I(�� CO S 5885 � 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPRDVAL REVISIONS Mnrsu ung oEscrsonon 4 STEL JOB # 15.7071-1 DATE 3!3(2075 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH S -H -17 17 18'-45'-10 333 E 18'-05,-7" 334 � 12' OF 50 SHEETS 0 2 0 3 0 4 0 5 0 6 0 7 0 B o p e F o G e BEAM TYPES ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD = 110, 120,130 MPH - EXP. B & C 3" SQ.x0.032" ALUM. BEAM "U" DBL. 2"x6.5"x0.032"3"x8"x0.042" BEAM OR W/ 12 GA. STL. CHANNEL I 032' 6' 2 ~o ATTACHED FREESTANDING ATTACHED FREESTANDING j o_ MAX.POST G. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAX.POST. FTG, MIN. 042 PACING =) co SPACING SPACING SPACING SPACING T=12 GA. 8.0' Q ON SLAB 3 SPACING IN POST SPACING (IN.) POST FOR DBL FOR 3'x8' (IN.) POST FOR DBL. FOR 3'x8' (IN.) POST m ASTM A653 SS GRADE 50 G60-\3. ' • OTYP. cc (2) (3) F (SPAN) (1) TYPE (SPAN) ) (1) TYPE 2N6.5'x0.03Y BEAM 1 () TYPE 2-x6.5'x0.03 BEAM 1 () TYPE F 13'-7" 5' 16'-9" 15 B 14'-7" 29 G 14'-1 15'x" B 15 14'-1 15'-4" 28 G 5, G .032' ALUM, I O 16'-9" 17 14'-7" 31 H 4'-10" 15'-4" 17 14'-6" 15'-1" 30 -13'7" 229 FMAX. r 11,x„ 6, 15'-;'S 16 B 13 -13'-3" 230 G 13 -713'-7 14 -114'-1 " g 117 -13,-3 14 -113'-9" G 6' I I DBL.2"x6.5"x0.032" -3" 8 H 9'-9" 7 14'-2" 16 B 12'-4" 28 G 12'-7" 13'-1" B 15 12'-7" 13'-1" 28 G , 7 ALUM. ALLOY 3004-H36 3,0' 14'-2" 18 12'-4" 30 12'-7 13'-1" 17 12'-3' 12'-9" 29 3" SQ.x0.032" ALUM. BEAM OR EQUAL J 8 -6 , 8 13'-3" 16 B 11'-7" 29 G 11'-9" 12'-3" B 16 11'-9" 12'-3" 28 G , 8 W/ 12 GA. STL. "U" CHANNEL E DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-1-136 3"x8"x0.042" BEAM K ALUM. ALLOY 3004 H36 Jr6'-2" 13'-3" 19 11'-7" 29 11'-9" 12'-3" 18 11' 6" 12'-0^ 28 12'-7” 17 11'-0" 29 11'-2" 11'-7" 16 11'-2" 11'-7" 29 ASTM Ass3 SS „ 9� C G B G 9 GRADE 50 G60LL OR EQUAL OR EQUAL 12'-7" 19 11'-0" 29 11'-2 11'-7" 18 0'-10 11'-3" 28 0" 10' 12'-0" 17 C 10' 4" 30 10'-7" 11'-0" G B 16 10'-7" 11'-0" 29 G 10' 12'-0" 19 10'-4" 30 10'-7' 19 10'-3 10'-8" 29 11'-4" 17 C 9'-10" 30 Fi 10'-1" 10'-6" B 17 10'-1" 10'-6" 29 G , 1110'-1 5' O11 11' 4" 20 9'-10" 30 10'-1 10'-6" 19 9'-10 10'-1" 29 ' 12' 18 C 9'-6" 30 H' 9'-8" 9'-8" C 17 9'-8" 9'-8" 29 G 12' r=12 0 0'-10" 20 9'-6" 30 9'-8" 9'-8" 19 9'-6" g'-2^ 29 14 GA. 7.8 5- ASTI'1 A653 SS GRADE ATTACHED FREESTANDING ATTACHED FREESTANDING 50 G60 8' = SPACING x �o jo MAX•POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAX.POST FTG, MIN. 042'— ON SLAB m3 SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL SPACING FOR 3"x8" (IN.) POST SPACING FOR DBL. SPACING FOR 3"x8" (IN.) POST m 3 0.0 .625' (2), (3) (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6.5'x0.032" BEAM (1) TYPE 2'x6.5°x0.032" BEAM (1) TYPE F- 13'-7" 5' 16'-9" 16 B 14'-7" 31 H 14'-1 " 15'4" B 15 14'-1 " 15'-4" 30 G 5' 875' O 16'-4" 18 14'-7" 33 J 14'-8" 15'-2" 18 14'-1" 14'-7" 31 3"x8"x0.042" BEAM r 11'-4" 6, 15'-1'5 16 B 13 332 H 13'-713 14'-13'-10' B 168 13'-7"2'-10" 1 q'-113 231 G 6' M W/ 14 GA. STL. INSERT -w g 3'-3" I -4 -4 14'-2" 17 12' 4" 29 G 12'-7" 13'-1" 16 12'-7" 13'-1" 29 I .0'- -I ASTM A653 GRADE 50 G60 9'-g 7' B B G 7- MAX. MAX. 3'-10" 19 12'-4" 31 1 12'-4" 2'-10 19 12'-0 12'-4" 30 8'-6" 8' 13'-3" 17 B 11'-7" G 11'-9" 12'-3" B 17 11'-9" 12'-3" 28 G 8' BEAM J �� L. 3"x8"x0.042" BEAM �, W/ 12 GA. STL. INSERT 13 -0" 20 11'-7" H 11'-8" 12'-1" 19 11'-2" 11'-7" 30 ALUM. ALLOY 3004-H36 " I� ASTM A653 GRADE 50 G60 J 7'_7„ 9' 12'-7" 18 C 11'-0" dOG G 11'-2" 11'-7" B 17 11'-2" 11'-7" 29 G 9' OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL 12'-3" 20 11'-0" H 11'-0 11'-4" 20 10'-7 11'-0" 29 6'-10" 10' 12'-0" 18 10'-4" 10'-7" 11'-0" B 17 10'-7" 11'-0" 29 G , 10 SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. ^ 11'-8" 21 `' 10'-4" H 10'-6" 10'-9" 20 10'-1 10'.-q" 29 6'-2" 11' 111 1 C 9'-101, 330 , 10'-110'-0" 10 -010'-3" B 120 10'-1 9 10'-6 9 229 G 11' FOOTNOTE: "SAMPLE" O 11'-2" 21 9'-10" -7 -6 5,_8„ 12, 10'-1 " 18 C 9'-6" 30 H 9'-81 91-8" C 18 9'-8" 9-8" 29 G 12' FIGURE INDICATES r 10'-8" 21 g'-6" 31 9'-7" 9'-4" 21 9'-2" 8'-g" 30 EXPOSURE B� FIGURE INDICATES r=1z OR EXPOSURE C 14 GA. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ASTM A653 SS ' } x ATTACHED FREESTANDING ATTACHED FREESTANDING >' �x MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST MAX.POST FTG, MIN. MAX•POST MAX.POST FTG, MIN. GRADE 8. 50 G60 = MAX.COL. SPACING F f Eg o o ON SLAB I SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL SPACING FOR 3'x8° (IN.) POST SPACING FOR DBL. SPACING FOR 3"x8" (IN.) POST m .042' (2), (g) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE FOOTNOTES TO ALL SPAN TABLES: TYP. 13 _7„ 5' 16'-9" 17 B 14'-7" 32 1 14'-1 5161-4" B 16 14'-1 15'-2" 31 G 5, 1. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 15'-0" 19 14'-7" 34 J 14'x" 4'-10' 19 13'-0" 14'-2" 33 H WHERE SLAB OCCURS, CUBED FOOTING SIZE M 11'-4" 6' 15'-3" 18 B 13'-3" 31 1 13'-7" 14'-1" B 17 13'-7" 13'-1 31 G 6' MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 3 0,� r 13'-9" 20 13'-3" 34 J 13'-1' 13'-7" 19 12'-6' 13'-0" 32 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0� MAX. 3'0� 91-911 7� I;r20 B 12'-4" 31 H 12'-7" 13'-1" B 17 12'-7" 2'-1 " 30 G 7' SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"X8"X0.042" BEAM 12'-4" 33 J 12'-2" 12'-7" 20 11'-7' 12'-1" 31 SHOWN IN THIS COLUMN OR THE MAXIMUM POSTW/ SHOWN FOR THE SELECTED BEAM. DBL. 14 GA. STL. INSERTSPACING J 8� p14'-2"18 1B11'-"-7" 332 H 11'-9'1'-4" 12'-311'-9" 120 11 12' 231 G 81 v ASTM A653 GRADE 50 G60MAXIMUM ' 8'-6" J B 10'-10" 11'-3" 3. THE SLAB SHALL BE A MINIMUM 10'-O"WIDE BY THE COLUMN T 9' 19 11'-0" 30 H 11'-2" 11'-7" 18 11'-2" 11'x" 29 G 9' SPACING MEASURED AT THE COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3X8"x0.042" BEAM LL" -T' 21 B 11'-0" 32 I 10'-9' 11'-2" B 21 10'-3' 10'-8" 30 6'-10" 10' 12'-0" 19 C 10' 4" 30 H 10'-7" 11'-0" B 18 10'-7" 10'-9" 29 G 10' 25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB�r,1 W/ DBL. 12 GA. STL. INSERT EDGE SHALL BE 91/4" MINIMUM. r ASTM A653 GRADE 50 G60 W 10'-8" 21 B 10'-4" 32 G 10'-2" 10'-7" 21 9'-9" 9'-10" 30 6'-2" 11' 11' 19 C 9'-10" 30 H 10'-1" 10'-0" B 19 10'-1" 10'-3" 29 G 11' SEE ALTERNATE FOOTING TABLES NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS O 10'-2" 22 9'-10" 32 1 9'-9" 9'-10' 21 9'-3" 9'-0" 31 5'-8" 12 101-1 " 20 9'-6" 31 H g'_8" g'_8^ 19 9'_8" g'-4^ 29 G , 12 SHE. 9 FOR ATTACHED COVERS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM. v— gl g^ 22 `•' g'-6" 33 J 9'-q" 9'-1" `' 22 9'-0" 8'-3„ 31 2 "' 04ti W 00 Z00 w°'cl Z O U rn uw aFP U)Z- U) W _ W Lu M M o Z o00 p UQ M rn FESS Il o S-8-8-5 1 OF CAL�F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS wARx DATE DESCRUMON 4 STEL JOB # 15-1071-1 DATE 3!32015 DRAWN BY - MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 34 34 OF 50 SHEETS 2 � W cl`o W � N w uU)w� L1.1 UJ M M UM rn �Z� ao M UQ �t rn �fEss i(�,y o S588.5 � OF pA10F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPRDVAL REVISIONS ww,c are DESCFJnw 4 STEL JOB # 157071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 A o B o C o D o E o F o G o ff o 1 o J ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C DBL. 2"x6.5"x0.042" DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT J M N O D ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING 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. = MAX.COL SPACING So � 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 3 (2).(3) F (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 z 13'-7" 5' 18'-0" 15 B 18'-0" 29 G 21'-8" 16 g 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 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 6'16'x" 16 16'-4" 29 19'-9" 17 19'-9"30 C719'-0"19B18'32G20'-8"20C20'-2"32G26'-8"21E26'-0"35I6 19'-0" 17 19'-0" 30 20'8" 1720'8"3126'-8" 19 26'-8" 33 H r16'x'18B16'-0' 30G19' -9"19C19'-3" 32 t 7,15'215,-2169B1514'-10"230G18'-4"8'-4"120C18'-47'-10331Cj17'-17'-7"1;9C17'1331G19'-i9�-2"120C19'-�9,-2"332Cj24'-24'-8"122E24'-24,-1"334H7' D ,..� 8' 14'-3" 17 g 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'-2" 20 E 23'- " 33 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 23'-2' 22 22'-7' 33 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 1'-1 34 H 9 ILL 13'-6 19 13'-1' 30 31 15'-6" 20 15'-2" 31 17'-0" 21 17'-0" 31 21'-10' 23 1'-3" 34 3 6'-10" 10' 12'-9" 17 �' 12'-9" 30 G 15'-4" 8 --';--821 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 20'-9" 34 H , 10 12-9 20 12'-6' 30 15'x" 21 15'-1" 32 14'x" 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 19'-9" 35 1 11' O 12'-2' 20 11'-10" 30 14'-8" 21 14'x" 32 14'-1" 21 13'-8" 32 15'x" 22 15'-4" 32 19'-9" 24 19'-3" 34 !- 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 H 19'-0" 21 E 19'-0" 35 � 0 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 12' } = ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING � 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. 4 =MAX.COL SPACING :)8 j p 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 � (p) (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' 18'-0" 16 B 18'-0" 31 ----HF---21,-4" 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'-2" 35 I 5, O 17'-8" 19 17-0 31 20 20'-7" 34 20' 4" 20 19'-8" 34 H 22'-4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" 37 K O N 11,-4„ g' 16'-4" 17 B 16'-4" 30 G 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20':§_-_-,, 18 C 20'-8" 32 G 26'-8" 20 E 26'-8" 35 I 6, T- 16'-2" 19 15'-7' 30 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 2x" 21 19'-8" 34 H 26'-3" 23 25'-3" 36 K i 9,_9„ 7, 15'- ; 120 g 15'-14 330 G 18'-4"8'-1 " 1 C 18'-4"7'-4" 333 G 17 121 C 17'-16-8" 333 G 19'-18,-10' 121 C 19'- � 333 G 24 2 E 24'- 2"3,,-6" 336 H 7, 5 -0" �" 21 H 17'-3" 8,-2" H 24'-4" 23 I ...� 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 21 E 23'-2" 33 H , 8 s 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 22'-0' 35 I J 7-7 � 9 13'-6" 16 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 1'-1 34 H 9 ILL 3" 21 12'-9' 30 16'-0" 22 15'x" 32 15'-3" 22 14'-8" 32 16'-8" 22 16'-1" 32 21'-6" 24 0'-B" 34 I 6'-10„ 10, 12'-9"2 121 C 12'-912,-1 330 G 15'-4"5'-2" 122 E 15'x"4,-7" 331 �-j 14'-9 122 E 14'-9 4 331 Cj 16'-15'-10' 223 E 16'- 1 332 Cj 20'- 225 E 20'-9" 334 H 10' � -7" 4'-6" 20'-4" 9,-8" 0 6'-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'-4" 32 G 19'-9" 22 E 19'-9" 35 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 25 18'-9" 34 S'-8„ 12, 11'-8 122 (; 811,-1' 331 (j 14' 223 E 14'-113 332 G 13'-0 223 E 13'-6 G 14'-9 223 E 14'-9 332 H 19'-0"8'-8" 226 E 19'-0"8'-0" 334 � 12' 1 _6" '113'-10' H 3'-3" 4'-6" 4'-0" s } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG } =^ 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 FfG.MIN.ONSLAB �SPACING (IN.) POSTSPACING (IN.)POSTSPACING (IN.)POSTSPACING(IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POSTSPACING (IN.)POSTSPACING(IN.) POST�(y)(g)(SPAN)(1TYPE 0 (SPAN) (1)TYPE(SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (SPAN)TYPE (SPAN)TYPE (SPAN)TYPE 13'-7" 5'18'-0" 17B17' -8"33G 21'-8" 19B21'-4"34 H 20'9"18B20'-4"32 H 22'-8" FFrGMAx.POST 22'-4" 35 I29'-2"20 C 28'-9" 37K5' O17 -3'2016' -6'34H20' -102120036K20021191341110 0' -1036K28' -2"23E6'-10'39 "16'-4"16'-2" 615'-1020B15'-1' 32 G 19'-9"1919'-7"33 H19'-0"19 B 18'-8" 32H20'-8"20'-4" 34H26'-8" 21 26'-3" 3, r11-4 3319'-1"22C18'-3" 35 I18' -3"21C17' -6"33I20'-0" 22 19'-1" 36 I 25'-9" 24 E 24'-7" 38 K 6 7 � 9,_9„ 7, 15'-214,-8' 121 B 15'-04-0" 333 G 1817'-8" 222 C 18'-l" 334 H 17'-17'-0" 122 C 17' 16'-2" 333 G 19 20 J C 18'-117,-8" 335 H 225 E 24' 337 I 7, H 6'-10' H 18'-6" 124 23'-10' 22'-9" K .J 8'-6" 8' 14'-3" 19 B 14'-1" 31 G 17'- " 20 C 17'-0" 32 -7-W G 16'-6" 20 C 16'- " 30 G 20 C 17'-8" 33 G 23'- " 22 E 22'-9" 35 I 8, 13'-9" 21 C 13'-1" 32 16'-7 23 15'-10' H 5'-10" 22 15'-2" 32 H 17'-4' 23 16'-7' 34 H 25 21'-3' 37 K O J 7-7 , 9 19 �' 13'-3" 30 G 16'-3" 212 E 16'-0" 32 G 15'-6" 20 15'-3" 31 G 17'-0" 21 16'-8" 32 G 21'-1 23 13'-12-0" 21'-6" 34 H , 9 E 14'-63.7„ ILL �"{ 19'-0"8,-3" 13'-0 22 18'-8"7'-6" 12'-4' 32 12' 15'-8" 3 15'-0" 33 H 15'-0" 23 C 14'-3" 32 H 16'-4" 24 E 15'-7" 34 H ----21'-1 26 E 0'-1" 36 K 6'-10„ 10, 12'-912,-3 222 C 12'-711 331 G 15'-4 224 E 15'-2'4_2" 333 G 14'-94'-2" 223 E 14'-63-7" 331 (j 116'-1 6'-15-7" 224 E 15'-14=10' 333 H 20'- 20,-0" 226 E 201-41, 34 336 H 10. a -9' 4'-10 H I 6'-2" 11' 12'-2" 20 C 12'-0" 31 G 14'-8" '-2-2-4 E 14'-6" 32 H 14'-1" 21 E 3'-10" 32 G 15'-4" 22 E 15'-2" 32 fi 19'-9" 23 E 19'-6" B O 11'-9 23 31 24 13'-7" 32 G 13'-7" 24 13'-0" 31 14'-10" 24 14'-2" 33 13,-1.32 '-1" 27 18'-2" 35 � 5'-8" 11'-611-3' 223 C 11'-610,-9' 31 (j 14'-113,-7" 224 E 13'-113'-0 12' 2 � W cl`o W � N w uU)w� L1.1 UJ M M UM rn �Z� ao M UQ �t rn �fEss i(�,y o S588.5 � OF pA10F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPRDVAL REVISIONS ww,c are DESCFJnw 4 STEL JOB # 157071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 332 H 13'-63'-0" 224 E 13'-12-0" 332 H 14-94-2" 225 E 14'-63.7„ 332 �"{ 19'-0"8,-3" 227 E 18'-8"7'-6" 335 � 12' " G OF 50 SHEETS � F] 10 PSF L.L. - 130 MPH 10 PSF L.L. - 120 MPH 0g z Z 10 PSF L.L. - 110 MPH O U1 q q V (]D CO W '30H Ul O �_ -a 90 n n o V OQ CO W Z D U7 Q7 V OD CO W z D - yn. :;, n sz0 vtOG)r cn> o C DD i N a O - V o l O a CO _ •A ' �- V ' yn. �, n ZO vH)r i W a N o O ' i V a i O a i CD _ - 109 E ESCALONES �- V fin. W n Z O v�47r fn n ' y � o SAN CLEMENTE, CA 92672 CD D z ch 949.388.9333 1 FAX 949.3883773 TI= rm � p N O CD OD �I O TRIBUTARY N \ Q x _ J 01 TRIBUTARY N CD O TRIBUTARY - WIDTH _ _ _ WIDTH _ _ _ WIDTH m 90 N N N N N N N W N N O N N N N W 0- N CT N V N CD ,- W N N N � N O N N N W i N i- N V N t0 W N 1_ y y V r--nO Q W NW N a NN Wo Dnp r'.' Na; N(y; W NW N� NN Wb vn� N� jao N� w'' NW N NN Wv, 'vnv Dm O N j_ w V N ZZO n O N ' ' V' CO N No Z l O N j ' �, V O N �z-O z a vm OD ao 00 p CJ �' = N b `� O n �" (b i 0� p CJ _ N_ b v G7 n �" Cb �" (A �" W p CJ �' e :" N C7, ... O y D N NA N NA N N . N N W N N W N NN N NN N N ,.., ^ 'z Z 111 N N W N NN N NN N NN N' N N N N NO N NO ,� �1 'Z1 Z T N NN N Na-` N N� N N N NO N NO NO NO ��11 'Zi Z 6 D7 r O Z (b V V W O CIl (T A <-- W m 07 Cll U1 A W W O (n ? A W W N N �- C v m m m m m m m m °z mmmmmmmm40°z mmmmmmmm'Dyz N �c� mom• m1• mom• +n X W O N N N N N N W N N N N N W N N N N N W O -• N W uN, V �" CD N N inv O --! : N W : V CO : N : [A inv O j - N C'2 vN, V �' f0 N N m' D O O �W CO CO02 - O� - N� N Nw A ' (AN Nb ' -p D_ A 111 Np O Np NO N- N� N a NW ' N i CT K) V WO O �0. �z0 111 Np O'- Nw NO; N N� w ' NW a N� Q) ' NN do WO �(Dj� �z0 A 111 Vi .p �� 'w �- O O ' W Ca O OP LWL AZO G)U)y : N �- �- b ? O 11 W �- (A W v 0 1 y i- N W ? CA N v 'n •�-1 y �N r =C: l m _ w W w w )W w w a w w - w w t� w w w_ �1 n w __ w = w w �D w CA WC�,� �1 n Z 0 Wrn WQ) WtJI Wtn WD1 WO W V AOD �z-1 2 w01 Wpl Ww WCTI WA WCT Wln wa) �zy 2 O W01 WO Li WgLn WA Ww wW wA �z� 2 (nY G m C) O) V V ODT c0 OT :-.47 CT Cl1 CT CJl O V V OD :� 0) CA CT A A CJl 0) O) m 7 nT. W = —— zi �(nm _ CO - J O V1 TRIBUTARY WIDTH N _ O - O O TRIBUTARY WIDTH N _ 0 (O � y O O TRIBUTARY WIDTH �o I m 0g z Z y 1 g O ^ U) O �_ -a 90 n n o K u R /S`% D� � // A -OC— En X no cn> o C o 7 /NEER/NG ss `� cn m p � o - 109 E ESCALONES m > z ' y � o SAN CLEMENTE, CA 92672 CD D z ch 949.388.9333 1 FAX 949.3883773 \ x _ I roaa aim•e•am..•_ra-axenermw:uuromw:swn.wu:n.wwwau.m�:.wwam.�u+w•n.wrw:r.wwe:e.wm:o:.wwm.rsiv.e:��r i O DDy N ' � CC D C �^^ VJ r D m 0 -q n _ :L1 � D ten: D o �O Iv) N _ p � // z to �o; � a � N > c O wo TC�ENG/NEEf�/NG c z r o o cn _ 09 E ESCALONES N uiui�i�,�����/' REGIST ' N c cOn SAN CLEMENTE, CA 92672 N 1 co 2 m � _ z `� �, tv m -D -i' cnm o A u�l 111 J SSIpN REG�ST,c " O Y a c � m -i m � � z ,n � oho o0 v � N � f0 O G z o .z1 a roaa aim•e•am..•_ra-axenermw:uuromw:swn.wu:n.wwwau.m�:.wwam.�u+w•n.wrw:r.wwe:e.wm:o:.wwm.rsiv.e:��r i O DDy N �DD �^^ VJ r D m 0 -q o REG/ST o� � // z N > c O wo TC�ENG/NEEf�/NG c z r o o cn _ 09 E ESCALONES N ' N c cOn SAN CLEMENTE, CA 92672 N 1 z `� ` `�; 949.388.9333 FAX 949.388.3773 -D -i' cnm o A roaa aim•e•am..•_ra-axenermw:uuromw:swn.wu:n.wwwau.m�:.wwam.�u+w•n.wrw:r.wwe:e.wm:o:.wwm.rsiv.e:��r