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BPAT2016-006978-495•CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPME BUILDING PE Application Number: BPAT2016-0069 Property Address: 54665 SEA HERO CIR APN: 767780028 Application Description: EVANS RESIDENCE / PATIO COVER Property Zoning: Application Valuation: $1,600.00 Applicant: VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO, CA 92203 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: C-8 C51 opw 74 License No.: 937811 1(�� Date: C-ontractor: \ (C)S 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.). (_),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 Lender's Add VOICE (760) 777-7125,- - FAX (760) 777-7011 NT INSPECTIONS (760) 777-7153 . JUL 6 ZO .1 fje)/' Date: 7/6/2016 CI OF4A4`BQw EryDEVECP41FV-NS RESIDENCE °546fi5''SE�A HERO CIR LA QUINTA, CA 92253 Contractor: VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO, CA 92203 (760)534-4634 'Lic. No.: 937811 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 insuran ec carrier and policy number are: Carrier:- Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. � Date sApplicant: L° WARNING: FAILURE TO SECURE WORKERS' COMPENSATI N COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). INADDITION 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 corstruction, and hereby authorize representatives of this city to enter upon"the above-mentio a roperty for inspection purposes. Date:/ Sig atuce-(Applicant or Agent):" frr� FINANCIAL INFORMATION DESCRIPTION, ACCOUNT QTY AMOUNT PAID PAID DATE BSAS.S61473 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 $0.00 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 DESCRIPTIONACCOUNT QTY • AMOUNT PAID` PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 TOTALS:• 0• Description: EVANS RESIDENCE / PATIO COVER CONDITIONS Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 7/6/2016 MFA ENGINEERED - OPEN Approved: 7/6/2016 MFA Parcel No: 767780028 Site Address: 54665 SEA HERO CIR LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 251 Issued: Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,600.00 Occupancy Type: Construction Type: Expired:. No. Buildings: 0 No. Stories: 0 No. Unites: 0 ZIP Details: 154 SF PATIO COVER [ALUMAWOOD] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. PER 2013 CALIFORNIA BUILDING CODES. EMAIL APPLICANT I 1' j Applied to Approved CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO CA 92203 andy@valleypatios.co m CONTRACTOR VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO CA 92203 andy@valleypatios.co m OWNER EVANS RESIDENCE 54665 SEA HERO CIR LA QUINTA CA -92253 Printed: Wednesday, July 06, 2016 11:18:25 AM 1 of 2 CN?WlYSTEMS INSPECTIONS Printed: Wednesday, July 06, 201611:18:25 AM 2 of 2. r srSTFMs 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 - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 TOTALS:•40► INSPECTIONS Printed: Wednesday, July 06, 201611:18:25 AM 2 of 2. r srSTFMs Bin # City of La ' uin to Building &r Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # Project Address: tj - `�l� / i✓ L Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: 22a�3 Contra t • c or. N-yu Tele h o ne. P Address: J 9 qo cD T,ry Project Description: City, ST, Zip:(; O 3 p T ne• ele h o . P O 3 6 3 , State Lic. # : 3 City Lic. #; Arch., Engr., Designer: Address: City., ST, Zip: Telephone: Construction n TY e: aneY Occupancy: P : State to Lic. # Project type (circle one): New n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: v� APPLICANT: DO NOT WRITE BELOW THIS LINE It Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Ell Total Permit Fees CONSTRUCTION HOURS October 1st - April 30 a -A a. —Eridaya 7;00 to a. . 8:00 a.m.to5:00 p.m. - � 'Ode Holidays: None irhe" 30tH a.m. to 5:0 IN p.m. a ' I. Cerzc- None Con. truction is NOT PERMITTED on tl e following Coe Holidays: IN ew Year's Day r. Martin Luthe King Jr. Day resident's Day emorial Day I idependence Day Labor Day Veteran's Day Thanksgiving Day hristmas Day Evans Residence 54665 Sea Hero Circle La Quinta, CA 92253 Proposed Alumawood patio cover Driveway "AN ADEQUATELY SIZED DEBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL Fi'ASES OF CONSTRUCTION AND MUST BE `,?AY CA' SE THEITY TO HAVE THE CONTAINER CUIViPED AT Thi EXPENSE OF THE OWNER/ CONTRACTOR." 1 IgY-11 ?amu A RE -INSPECTION FEE OF WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARL- ARE NOT ON THE SITE FOR A SCHEDULED 1111f, ­. -.. EXCEPTIONS! CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONS RUCTION DATE 7 ( b 1 _PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 1 -GENERAL NOTES: �`"'� �e DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. ' 2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND RESIDENTIAL CODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES o LEVEL 25, 30,40 & 50 psf) ' AND THE 2015 ALUMINUM DESIGN MANUAL -ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ACCORDANCE WITH 2012/2015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL AND Cl 318-14 FOR 20.25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25, 30, 40 & 50 psf) DRAWING NOTES: - - - - - - ADDITIONAL DESIGN REQUIREMENTS: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL HEADER SPAN COLUMN SIZE CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD, THIS PAGE, 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS: 110,'120,130 MPH, EXPOSURES B AND C. FOR APPLICATION AND USE. MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 5. SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS' AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SITE CLASS: D A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: o TECHNIQUES, SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY: D 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, S. =1.0, Sa = 0.50 AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR, R:1.25 SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DESIGN ASSUMPTIONS: CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' 1 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' B. 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 A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EXISTING OR NEW CONRETE SLABS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY CARPORTS. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVALUATION REPORT AT A MINIMUM SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE 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). 1B. 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. 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. 1 SHEETINDEX: s SHEET # SHEET TITLE/ DESCRIPTION STRUCTURAL ENGINEERING FIRM � TC�ENG/NEER/NG - STRUCTURAL ENGINEERING 26030 ACERO SUITE 200 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES MISSION VIEJO, CA 92691 SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: SH -3 .............PANEL SWANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: SH -4 ............MINIMUM FASTENERS SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH - 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS PHONE: (949) 305-1150 FAX: (949)305-1420 DUSTIN K ROSEPINK, SE 5885 ANTHONY TRAN SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-1 30MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S:L, 110-130 MPH SH - 4546 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS cl LA P TY ®LDING & SAI PPO SUR CONS rrbi DACE 10 2 N 41 C� m � CN co U') rZCD uimm V Q Z � U rn W c/) p .. I Cr LU ui V O Q z LoO �O CID ' CV Q�pFESS Il 2 S5885 ' OF CpI\F 03-09-16 y DURALUM IAPMO 0195 s i AHJ APPROVAL T R ISIONS ii I b&j I DEscnwnoa IV 4 STEL JOB It 16.1071 ATE 03-MlB DRAWN B7 --J AT CHECKED GM TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 OF 50 SHEETS . 1 2 0 3 0 8 0 7 0 8 SOLID PANEL STRUCTURES ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO SEE DETAIL A, B & C, SUPPORTING WALL SHEET 8 HANGER & BEAM. O. SPI "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN O. SEE DETAIL 11, SHEET 12� gE'4M FOR MANDATORY SPLICE. Sp POST NO BEAM SPLICE AT Sp4 EXTERIOR POSTS. SFF TAg1 POSTS, SIZE VARIES SEE DETAIL 11, SHEET 12� SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT W MAY USED WHERE PERMITTED. NOTE: NO SPLICE AT EXTEI �POSTS SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER 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. 10 "O.H." NOT TO EXCEED 25%� OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS—, SEE TABLES poSM SPAN/ 'FE Tqe� fS/NI OF ST RUCTURE VARIES BEAM - SEE TABLES FOR POST SPACING Nor TO Ore o AqpI,I,AeCF SPAN OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ROOF OVERHANG, OR WOOD, OR GTN OF CONCRETE Hq� STRUCT WALL SEE THE pRo E T Ns �Aq�/FS SHEET 8 BEAM - SEE TABLES FOR POST SPACING x .EXCFF T TO OFB 025% 3 1/2" SLAB ATTACHMENT--' MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING 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 3 1/2" SLAB MAY BE USED TO CONSTRAIN r[ FOOTING, SEE TABLES FOOTINGS SEE TABLES MIN. 0.25" SLOPE PER FT 8Eq � COST L'4/V / �C BEAM - SEE TABLES FOR POST SPACING `O H' Ivor T]II OF eEy AC(o�, 4 SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION W o rn N CO Lf) LLI m m o u> Q Z � CD M U) L17 CSO Cn O N FESS Il S5885 OF CALF 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRUn H 4 STEL JOB # 161071 DATE 03-09.16 DRAWN BY AT CHECKED GM SOLID PANEL STRUCTURES SH- 1 i OF 50 SHEETS ATTACHMENT SEE DETAIL A, B & C, ROOF PANEL SEE TABLES SHEET 8 SHEET 4 FOR ROOF PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. SUPPORTING WALL HANGER & BEAM. O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. P p r SpM/ SSp'AC/ NO BEAM SPLICE AT S FF Nc. EXTERIOR POSTS. TggLES POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS ROOF OVERHANG, OR WOOD, OR GTN OF CONCRETE Hq� STRUCT WALL SEE THE pRo E T Ns �Aq�/FS SHEET 8 BEAM - SEE TABLES FOR POST SPACING x .EXCFF T TO OFB 025% 3 1/2" SLAB ATTACHMENT--' MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING 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 3 1/2" SLAB MAY BE USED TO CONSTRAIN r[ FOOTING, SEE TABLES FOOTINGS SEE TABLES MIN. 0.25" SLOPE PER FT 8Eq � COST L'4/V / �C BEAM - SEE TABLES FOR POST SPACING `O H' Ivor T]II OF eEy AC(o�, 4 SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION W o rn N CO Lf) LLI m m o u> Q Z � CD M U) L17 CSO Cn O N FESS Il S5885 OF CALF 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRUn H 4 STEL JOB # 161071 DATE 03-09.16 DRAWN BY AT CHECKED GM SOLID PANEL STRUCTURES SH- 1 i OF 50 SHEETS I a 7 0 8 V OPEN LATTICE STRUCTURES RAFTER; SEE TABLES x �PDST WITH SIDE PLATES eX/ST/NGWALL o @U740jNG �y LEDGER OR ROOF OVERHANG, MAX O.H. O.H. 25% OF RAFTER SEE DETAIL A,B & C, SHEET 8. ALLOWABLE q �Si O1� SPAN .0p • j R 9 NOTE: EACH COMPONENT IS INTER- 31/2" SLAB ATTACHMENT CHANGEABLE WITH ANY OTHERSFFlpgCANi 2 I MAYPERBE USEDWHERE COMPONTENT UNLESS OTHERWISE SHOWN. ge�FSG i SEE TABLES i MANDATORY; BEAM SPICE - SEE MAY NOT BE COVERED. o DETAIL 11, SHEET 12 NO BEAM SPLICE �G� G• AT ?q . EXTERIOR POSTS�O a\ @3 OL G LENGTH OF STRUCTURE VARIES i POST WITH SIDE PLATS po ��Sp SEE SHT, 11 FOR MINIMUM NUMBER OF REDUI �a SF Tsp ;l/v COLUMNS ti FTge c ll�J `s �31/2.�SLAB ATTACHMENT USED -WHERE NOTE: EACH COMPONENT IS INTER- SFF pgl� SEEPERAB EST Tge�F 1G I` CHANGEABLE WITH ANY OTHER f COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED, NOTE: THIS OPEN LATSTRUCTURE SEE TABLESTICE-TYPE � f MAY NOT BE COVERED. + r• �r TYPE "E" ATTACHED SINGLE -SPAN LATTICE STRUCTURE RAFTER, SEE TABLE FOR SIZE AND SPACING - MAX. O.H. 25% OF RAFTER . O.Hj LENGTH OF STRUCTURE VARIES MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 NO BEAM SPLICE AT EXTERIOR POSTS SF S F7 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. SEE POST XC3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTING SEE TABLES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE Fkisr/�G 6V/�O,NG RAFTER,SEE MAX. O.H. 25% OF RAFTER MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 NO BEAM SPLICE AT EXTERIOR POSTS LENGTH OF STRUCTURE VARIES eE94f x �PDST WITH SIDE PLATES p OST SOq SFFr DgOj�� SEE SHT, 11 FOR MINIMUM NUMBER OF REQUIRED g6�Fs G COLUMNS ° STgMSp NOTE: EACH COMPONENT IS INTER- 31/2" SLAB ATTACHMENT CHANGEABLE WITH ANY OTHERSFFlpgCANi I MAYPERBE USEDWHERE COMPONTENT UNLESS OTHERWISE SHOWN. ge�FSG SEE TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE MAX. O.H. 25% OF RAFTER ALLOWABLE SPAN WALL LEDGER OR ROOF OVERHANG, SEE DETAIL A,B & C SHEET 8. �w W x ���6OG 24 M 1 9 O� `1�1�I.ar' LENGTH OF STRUCTURE VARIES @ HSG e 1 SAFE \ MANDATORY BEAM SPICE - SEE I�IIIIII R O DETAIL 11, SHEET 12 POST CROSS-SECTION, F of CONS T+ - NO BEAM SPLICE AT S OS7 SEE POST DETAIL, l� TR1 �C EXTERIOR POSTS FF 1 n L� T qC/ I 3 1/2' SLAB E MAY BE USED TO CONSTRAIN ABY NOTE: EACH COMPONENT IS INTER- QST FOOTING, SEE CHANGEABLE WITH ANY OTHERSFF Spq TABLES COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE ZCV • � O � r W N co LC) Z m M O 2 �C� W p CTLu Q co O Lf5 C:) U) O 'tet Ess icy cl S58.5 OFCAl\FOS 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK GATE DESCRFf1DN h LEL JO 8 16.1071 T 03-09.16 DRAWN BY AT CHECKED GM OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS 6 0 7 0 8 v r r - SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 1 24" TRI -"V" PAN I 1 12"x 3 1/2"W PANEL 6" / 8' x 2Y" FLAT PAN zez so' __ -j 09R cI.S. 25, .40' .35' .40' .1 S' R 180' I -I .77' I .67' 67' .77' .45' (ALL UNMARKED RADII .06R) Ta (SEE TABLE .40'r .75' ,43' c BELOV> 3' b5' T= (SEE TABLE .70' .25'j Z 6' L 8' L 0' .25' BELOV) zBz zG' r.3e T= (SEE TABLE HELOW z'y7' I i .40' 45• II I III F--.3 , .35' I .65, TYP. 2 .403A0' .50' .50'�+-x.50.40, -4.50' • 3.00' 40, �0'�-1�t.3' 1.3' .433' 1.92'--I .7 ' 25/ .75' F----492' 433':d 4.00' 12,p•A0'/8.00' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, psf 20 25 30 40 50 24' TRI "V" PAN - 0.88 0.83 0.75 0.80 24"xZX2"x0.018" 0.85 0.80 0.65 0.65 - LUSL PANELT 110 MPT3"l MPH SPAN 130 MPH SPAN EXP.8 13'-9" B EXP.0 EXP.B EXP.0 13'-9" (IN.) ,2'-0" 10'-3" 11'-2" 10'-3" 10'-3" 10'-3" 15'-3" 018 15'-3" 15'-3" 15'-3" 15'-3" .024 9'-0°7" 8'-1" 8'-2' 7'-5" 12'-3" 12'$' 12'-3' 12'-�12-3"10 10 .024 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" .032 10'•4"9" 9'-2• 14'-3" 14'-3" 14'-3" 14'-3' 14'-3" 14'-3" 032 19'-7' 19'-7" 19'-7" 19'-7" 19'-7" .134019'-7" 12'$" 12'-1" 12'-1" 11'-2" 11'-3" 10'$• 8 -4" 8.4" 8 -4' 8'-4" 8'-4' 8'4" 018 IV -3" 11'-3" 11,_3° 11,_3" 11,_3" 11,_3" 7' 9" 7' 5" 7' S" 7'-2" 7'-2° 6'-10' 12' 6" 12' 6' 12'$° 12'$" 101_1" 101_1" 20 .024 8'-8" 8'-0 8'-5" 8'-1' 8'-1' 7'-9' 20 12'-1" 12'-1" 12'-1' 12'-1• 12'-1" 12'_1" .032 �4'-8-14V-8'.03213'-3" 12'-9' 12'-9" 9 9 7'-3" 7'-3" 7'-3' 7'-3" 7.3" T-3" .018 .040 7'$" 7'�" 7'-4" T-1" 7'-1' 6'-10' 13,_2, 8._9, 8,_9. 8.�88'-�5'�P>8'-l" .. 8._9. 8._9, 25 .024 .020(1) B'$" 8'-4" 9'-3" " 8'-1" 7'-9" 8'-6' 9'-8" 9'-8' 91$1 9'-8" 9'-8" 9'$" .032 .024 11'-0" 1 D' -T 9'-7' 9'-8" 9'-2" 9'-9" 25 6'-7" 6'-7" 6'-7' 6'-7" 6'-7�67-' 13'_2• 13,_2" 01873" .032 7'0" 7'-0" 6'-9' 6 12'-2" ,2'-3" 11'$" 8'-3" 8'-3" 8'-3" 8'-3' 8'-3" 8'-3" 30 .024 .040 8'-3" 8'-0" 8'-0" 7'-9" 7'-9• 7'_5• 13'$" 13'-0" g._ 1. 9,_ 1. 9._ 1. 9._ 1. 9,_ . 9,_ 1., 10'$' 032 .020(l) 9'-10" 9'$" 9'-6" 9'-1" 9'-2" 8'-10' TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, psf 20 25 30 40 50 12"x3y"x0.020" - - 0.88 0.83 0.75 0.80 24"xZX2"x0.018" 0.85 0.80 0.65 0.65 - 24"x2Y"x0.024" 0.90 0.88 0.70 0.65 - EEI 24"x2Y"x0.032• 0.90 0.88 - - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 d- Ll04O W NcoIri LU H rn o cwfi hW>- QZL CD O O_ O ' 04 CD rn Q�pFESS Iq+�I o S58 5 _ 1 OF cL�FC 03-11-16 DURALUM IAPM0 0195 AHJAPPROVAL 11 4 REVISIONS NARK DATE DESCRMON 4 STEL JOB # 16.1071 DATE 03-09-16 DRAWN BY AT CHECKED GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12"x 3 112"W PANEL LUSL PANELT110 (IN.) MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 020(1) 13'-9" 13'_9• 13'-9" 13'_9• 13_9, 13'-9" ,2'-0" 11'-1° 11'-2" 10'-7• 10'-7" 9'-11' 15'-3" 15'-3' 15'-3" 15'-3" 15'-3" 15'-3" .024 12'-7" 12'$' 11'-10" 12'-0" 11'-1" 10 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" .032 15'$" 14'-9' 14'-9' 14'-0" 14'-1' 13'-3' 19'-7' 19'-7" 19'-7" 19'-7" 19'-7" .134019'-7" 17'-7" 16'$" 16'-9" 15-9" 16'-0" 15'-0" .020(1) IV -3" 11'-3" 11,_3° 11,_3" 11,_3" 11,_3" 10'-1" 9'$' 9' 6' 9'-0" 9'-1" 8'$' 12' 6" 12' 6' 12'$° 12'$" 12'-6* 12'-6" 024 11'-2" 10'-9" 10'-9" 10'-3' 10'-4' 9'-10• 20 14'$" 14'$' 14'$' 14'$' �4'-8-14V-8'.03213'-3" 12'-9' 12'-9" , 2'�" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" .040 15'-1" 14.7 14'_7, 13,_8" 14,_1" 13,_2, 11'-1" 11,_1• 11,_1• 11,_1" 11,_1" 11,_1" .020(1) 9'-10' 9'-3" 9'-5" 8'-11" 9'-0' 8'-6' 12'-0" 12'-0" 12'-0" 12'-0° 12'-0" 12'-0" .024 11'-0" 1 D' -T 10 -W 10'-2" 10'-3' 9'-9" 25 13,_2" 13,_2" 13,_2" 13,_2" 13'_2• 13,_2" .032 13'-1" 12'-7" 12'-2" ,2'-3" 11'$" 14•_2" 14,_2" 14,_7• 14,_2,• 14•_2" 14•_2.• .040 15' W 14'-4" 14'-2" 13'-7" 13'$" 13'-0" 10'-6" 101$" 10'$" 10'$" 10'$' 10'-6" .020(l) 8'-11' 8'-5' B'-6' 8'-2" 11•_3•, 11•_3• " 11•_3" 11,_3" 11•_3•• .024 10'$" ,0'-l>10"'-2" 9'-7" 9'-9• 30 12'$" 12'$" 12'-6" 12'$" 12'-6" 12'-6" .032 12'-6" 12'-1" 11'-10" 11'-6" 11'-6' 11'-1" 13'-4" 13'-4" 13'x" IT -4" 13'-4" 13'-4" .040 14'-2" 13'-8" 13'-6" 13'-0' 13'-3" 12' 6" 9. 1,. 9._1. 9, 1. 9. 1. , 1. 91 1, .020(l) ;_7 8'-3" 8'-1" 8'-1" 7'-10" 7'-10" 7'$" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .024 9'-5" 9'-1" 9'-1" 8'-10" 8'-10' 8'-7- 40 1 V-4" 11'-4" 11'4" 11' 4" 11'-4" 11'-4" .032 11'-3" 11'-1" 11'-0" 10'-7" 10'-B" 10'-3" 12'-2" 12•_2" 12•_7• 12•_2 12,_2" 12,_2" 040 12'$" 12'-0° 12'-4" 12'-1" 12'-1" 111$" .020(l) 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 7'-1" T-1" V-11" 6'-11" 6'-9° 9'-2" 9'-2" 9'-2" 9'-2" 9'-2' 9'-2° .024 50 10'-7" 10'-7" 1OWC" 10'-7" 10'-7" 10'-7" .032 9'-7" 9'-7" 9'-7" -9'3° 9'-5" 8'-1," 11'-3" 11'-3" 11,_3" 11•_3" 11,_3, 11,_3" 040 10'-10 10'-10" 10._7., ,0'$• 10'x" 2 d- Ll04O W NcoIri LU H rn o cwfi hW>- QZL CD O O_ O ' 04 CD rn Q�pFESS Iq+�I o S58 5 _ 1 OF cL�FC 03-11-16 DURALUM IAPM0 0195 AHJAPPROVAL 11 4 REVISIONS NARK DATE DESCRMON 4 STEL JOB # 16.1071 DATE 03-09-16 DRAWN BY AT CHECKED GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS a z 0 3 0 F a 7 0 6 o u t r MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING CITY OF LAQU1 BUILDIN,IO & SAFETY A ®Ve - FOR CONSTRUCTI CI DHT= -_BY_ 2 N o T- Nt CV � � Z Wo) M Z U) uw�Lj LL Q z� o� ourjo Co cf� rn QpFEss Ico� S 5885 ��D 1 OF CAlNc- 03=11-16 DURALUM IAPMO 0195 x AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB 16.1071 DATE 03-0416 DRAWN B AT GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS TABLE 1 TABLE 2, TABLE 3 (2) 2"x6 %" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL. FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF N❑.14 TEK OR SMS SCREWS UMBER OF N❑.14 TEK OR SMS SCREWS PE NUMBER OF NO.14 TEK OR SMS SCREWS � PER FOOT OF BEAM LENGTH i� �x 700T OF WALL HANGER AND BEAM LENGTH F- PER FOOT OF BEAM LENGTH � � It 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130. MPH 110 MPH 120 MPH 130 MPH EXP, B EXP, C EXP. BI EXP. C EXP. 131 EXP. C EXP. BI EXP. C EXP. B EXP.. C EXP. B. EXP. C EXP. B EXP. C EXP. B EXP, C EXP. B EXP, C F- ~ ~ 5 1 1 1 1 1 2 5' 1 1 1 1 1 1 5' 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 6 1 1 1 2 2 2 2 6' 1 1 1 1 2 1 2 6' 1 1 1 1 1 1 2 2 2 2 3 1 2 2 2 2 1 1 1 1 1 1 7 1 1 1 2 2 2 7, 1 1 1 2 2 2 2 7' 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 2 1 1 1 1 1 2 $1 1 2 2 2 2 2 $� 1 1 2 2 2 2 $� 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 g 22 2 2 2 2 g, 1 2 2 2 2 2 g� 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10 2 2 2 2 2 3 10' 1 2 2 2 2 2 10' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 11 2 2�332 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 12' 3 3 3 4 4 5 12' 2 3 3 3 2 4 12' 2 2 2 2 2 2 13. 2 - 3' 2. 4 2. 3 4 4 3 4' 3 S 13 2 2 2 3 2 -3 3 3 3.. 3 3 4 13 � 1 1 2 2 1 1 2 2 1 2 2 -2-- FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING CITY OF LAQU1 BUILDIN,IO & SAFETY A ®Ve - FOR CONSTRUCTI CI DHT= -_BY_ 2 N o T- Nt CV � � Z Wo) M Z U) uw�Lj LL Q z� o� ourjo Co cf� rn QpFEss Ico� S 5885 ��D 1 OF CAlNc- 03=11-16 DURALUM IAPMO 0195 x AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB 16.1071 DATE 03-0416 DRAWN B AT GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS v r RAFTER -SPANS FOR OPEN=LATTICE STRUCTURES 110/120/130-MP.Hn EXP: B -&-C 1 mm "m am Am :I= am F 7 0 8 LUSL T (IN.) ¢ ow �o TYP. 3" x 8" RAFTER 8.0" z W ¢ u no ". C2' X 6 1/2 RAFTER 0.024^ 6.5' " " DBL. 2 x 6 1/2 RAFTER 110 MPH 120 MPH 130 MPH LUSL „t„ (IN) 110 MPH (` 120 MPH' ^, 130 MPH LUSL T. (IN) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B 'EXP.C- EXP.'B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. 6 EXP.0 .042 16" 29'-8" 26'-3" 29'-6" 26'-3" 29' 8" 26'-3" 28'-9" 26'-3" 29'-3" 26'-3" 26'-3" 25'-7" — s10. 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 .02418'-4" L16 22'-6" -10" 22'-4" 19'-10"10"1'-10"10 22'-6" 21'-1" 22'-2" 19'-2" 24" 24'_2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6"? 21'_6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" '24 13'-1" 13'-0" 13'-1" -12'-3". 12'-10" 11'-2" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24,• 18'-3" 18'-4" 'l7'-3" 18'-2" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-8" 15'-10" .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" 1.032 16" 20'-3" 20'-3" 19'-8" 20'-1 " 18'-2" j20'-2" 18-0 18'-0" 18'-0" 18-0" 18'-0" 17'-7" 032 16"25'-3" 28'-3" 28'-7" 28'-6"W26-3-��2;�"-T' 25'-3'-T' 25'-3" 25'-7" 24'-8"20 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-1017-10"01-117-1024" 16'-7" 6'-6" 16'-7" 16'-1" 16'-4" 14'-10" 14' 8" 14'-8" 14'-8" 14'-8" 14'-4" 24" 23'-4" 23'-3" 23'-1" 20'-8" 20'-88" 20'-8" 20'-10" 20'-2" 25 .042 16"19'8"19'-8" 21'-6" 21'-6" 21'-2" 211'-9 19'-8" 19'-8" 19'-"16� 042 16" 24'-6" 24'x" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21-2 042 16" 34'-7" 34'-4"" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30' 8" 32'-8" 29'-10" 16'-1" 16'-1" 16'-1" 16'- 7'-7" 17'-7" 17'-7" 17'-4" 17 F20'_1" 24" 20'-0" 20'-1" 19'-6" 19'-9" 19-0 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24" 28'-2" 28'-1" 28'-2" 27' 4" 27'-10" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 26'-8"24" 24'-4" 30 .042 16" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 20 024 16" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 20 024 16" 17'-4" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-3" 16'-7" 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 15'-7" -15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 9'-8" 9'-8" 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'-8" 16'-8" 16'-8" 16'-8" 16'-8" .032 16" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" .032 16„ 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 22'-0" 21'-1" 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 13'-8" 13'-8" 13'-8" 24„ 12'-10" 12'-10" 12'-10" 12'-9" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24„ 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 18'-0" 17'-3" 042 16" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 042 16" P1O"12'-10" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18-1 18'-1" 18'-1" 18-1 042 16"15'-0" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 26'-7" 25'-6"50 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" r24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 24„ 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 21'-9" 20'-10" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 024 16" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" -11'-7" 10'-7" 11'-6" 10'-7" 11'-6" 10'-7" 11'-2" 024 16„ 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-1" 15'-10" 16'-2" 15'-10" 15'-8" 24 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 9'-6" 9'-6" 9'-6"-6" 9'-2" 24 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 12'-9" 9'-3" 25 032 16" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-6" 14'-4" 14'-7" 14'-4" 14'-2" 25 032 16" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10" 24" 11'"'"'"24„16'-7" 11'-1" �-112'-111'-10"17'-0" 16'-7" 16'-7" 16'-7" 16'-7" 17'-0" 17'-0" 16'-8" 16-7"12'-1 042 16" 17'4' 17'-9" 17'-4" 17'-9" 17'-4" 17'-9" 17'-4" 17'-7" 17'-4" 17'-8" 17' 4" 17'-1" 042 16„ 24'-6" 25'-1" 6" 24'- 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-7" 14'-7" 14'-7" 14' 4" 14'-6" 14'-0" 24" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6"-:::20'-6" 20'-0" 0.042" TYP. 8.0" 0.024^ 6.5' 0.024" 6.5" 0.032° 0.032" 0.042" 0.042" I---2.0"---#�MAX. * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM. ALLOY 3004-H36 * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES V i ATTACHED FIGURE INDICATES FREESTANDING 04 W o rn N C4 L0 2 iw- � OM U) W 0 C LU Lu jCD — QZLLo o � o N rn Q�FESS I! kk CO S 5885 _ OF CAI�F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRFWN 4 STEL JOB # 16.1071 DATE 03-0316 DRAWN BY AT CHECKED GM MINIMUM FASTENERS SH -5 5 OF 50 SHEETS RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C 0.024" 6.5" 0.024" 6.5" 0.032" 0.032" 0.042" 0.042" F-2.0 -I---MAX �2.0"---I * 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 Zcli W o N co Lo Z w�M � rn i C5 LLILL �w QZLLo m U) CD cf) o N ci rn QppFEss Iq�� S5885 A' OF CAOF 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS NARK DATE DESUPTION 4 STEL JOB # 16.1071 DATE 03-0416 DRAWN BY AT CHECKED GM RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z W o 2" X 6 1/2" RAFTER 0 W aw u) o DBL. 2" x 6 1/2" RAFTER LUSL 71.aw (IN) 110 MPH 120 MPH 130 MPH LUSL T" ��N) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP. EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 9'-9" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 024 16" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" 17'-6' T-6" T-6" T-6" T-6" T-6" 8'-6" F-6" 8'-6" 8'-6" 8'-6" 8'-6" 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10" 11'-10" 11'-10' 11'-10 11'-10" 11'-2" 11'-10" .032 16" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 13'-1" 12'-6" 13'-1" .032 16" 18'-7" 18'-7" 18'-4" 18'-7" 18'x" 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 30 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 24„ 15'-3" 15'-1" 15'-3" 15'-1" 15'-3" 15'-1" 15'-3" 15'-1" 15'-3" F, -i" 15'-3" .042 16" 16'-0" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 042 16" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 24" • 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 24" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-6" 18'-2" .024 16" 8-0" 9'-1" 8'-0" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" •024 16" 2'-10" 12'-8" 2'-10" 12'-8"12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2" - 6'-2" 6'-2" 6'-2" 7'-2" 7'-2" 7'-2" 7'-2" T-2" T-2" 24" 9'-10" 9'-10" '-10" 9'-10" 10' 4" 10' 4"10'4" 10'-4" 9'-10" 10'-4" 032 16" 10'-10" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 032 16" 16'-4" 16'-1" 16'-4" 16'-1"16'-1" 6'-4" MO"2-1'-10" 16'-4" 16'-1" 16'-4" 16'-1" 40 40 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'�" 9'-4" 9'-4" 9'-4" 9'-4" 9' 4" 24„ :12'-6" 13'-2" 12'-6" 13'-2"13'-2" 2'-6" 12'-6" 13'-2" 12'-6" 13'-2" 042 6 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 042 16 19'-9" — 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 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" 7 -3" 8'-2" T-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" 024 16„ 10'-10" 11'-4" 10'-10" 11'x" 10'-10" 11'-4" 10'-10" 11'-4" 10'=10" 11'-4" 10'-10" 24" 5'-2" 5'-2" 5'-2" 5'-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'-4" 9'-4" 8'-3" 50 .032 16" 9'-9" 10'-3" 9'-9" '-3" 10 9'-9" 10'-3" 91-9. -3" 10' 9'-9" 10'-3" 9'-9" 1 U'-3" 50 .032 16" 14'-8" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24 T-0" T-0" T-0" T-0" T-0"50 8' 4" 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" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 042 16 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24" , a 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 13'-7" 0.024" 6.5" 0.024" 6.5" 0.032" 0.032" 0.042" 0.042" F-2.0 -I---MAX �2.0"---I * 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 Zcli W o N co Lo Z w�M � rn i C5 LLILL �w QZLLo m U) CD cf) o N ci rn QppFEss Iq�� S5885 A' OF CAOF 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS NARK DATE DESUPTION 4 STEL JOB # 16.1071 DATE 03-0416 DRAWN BY AT CHECKED GM RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS W.- 0 O 7 0 8 6.5" ROLLFORM A GUTTER FASCIA ALUM. ALLOY 3004-H36 SPLICE WHERE 0.075'. TYP. B MAG BEAM ALUM. ALLOY 6063-T6 MAA. DBL.2"x6.5"x0.042" Q ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2"x6.5"0.032" O ALUM. ALLOY 3004-H36 t OR EQUAL T=12 OR 14 GA. ASTM A653 SS GRADE 50 8.01. G60 .042" TYP. i �==j �-3.0"�+-- DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA: STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8x0.042" BEAM e4��AL6 12GA. STL.INSERT M. 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. u c r - HEADER BEAM TYPES SPLIC WHEF OCCUF C 4" I -BEAM ALUM. ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL D 4.5" MAG GUTTER ALUM. ALLOY 6063-T6 T=12 GA. ASTM A653 SS GRADE 50 G60 .032" ALUM. 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 T=12 OR 14 GA 7.875" ASTM A653 SS GRADE 50 G60 1 0.625" 3"x8"x0.042" BEAM 4T M VV/ 14 GA. STL. INSERT 3.0' ASTM A653 GRADE 50 G60 DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL N ASTM A653 GRADE 50 G60 INSERT T=0.125' WHERE ALUM. iCCURS ALLOY 6063-T6 7 0.110" TYP. 75't (F­AL__U_MLALLCY I -BEAM 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. 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 \ G=3"SQ.xt=0.188" 0.024• H=3"SQ.xt=0.250" 0.032' 0.042=3"SQ.xt=0.313" LASTIC J =4"SQ.xt=0.188" 1.00"PLUGS 6.5 K=4"SQ.xt=0.250" 040' ALUM. 048' STEEL #10 SMS r e24'D.. 3.0" EA. SIDE 3.0 28" 3.0" .032' f t 0.075' 3.0" OR ALUM. 1 L, "" I TYP. 4.0" I �3.0"� L2.0"�3.0 �2.0 --I OB3" SQ. ALUM POST ,, 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36� LUM. ALLOY 3004-H36 HEIGHT LIMITED TO / 3" SQ. STEEL POST 10'-0" MAXIMUM. r ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST W'THS IDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL E MAG POST ALUM. ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B 2 N W N(DLr) 2 H m oM n C) 0 Z LO CD �_ Co N ci rn p�FEss Icy�ry� o S58 5 - - 1 OF CAL\FOS 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS "RK DATE DESCRIPTION 4 STEL JOB k 16.1071 DATE 034316 DRAWN BY AT CHECKED GM HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS I 1 A34 FRAMING ANGLE SEE TABLE 2 FASTENERS, SEE TABLE 3— " R.F. OR EXT. HANGER CHANNEL, 2X OR 3X� RAFTER BRACKET 2 ALUM. PANEL 2X OR--/ 3x ALUM. RAFTER EXIST. FASCIA BOARD ALLOWABLE PROJ. TO BEAM SEE TABLE 1 ©■ El VIN 7 0 8 c r EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS NOTE: WHERE COVER CONSTRUCTION INCLUDES DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE. FOLLOWING CONDITIONS OCCUR: �- 0 _ EXISTING EAVE ALLOWABLE PROJ. TO BEAM LEDGER OR WALL HANGER �� N OVERHANG SEE TABLE 1 WITH FASTENERS \ 1 1�4" (24" MAX.) 2x6 OR 7x6 LEDGER i PER TABLES 3 & 4 \ EXIST. RAFTERS AT I 2x WOOD STUD OR 24" O.C. AT ROOF 1" MIN. CONCRETE WALL RAR OVERHANG j (3}#14x3 1/2' W. LISTING EAV 2X FULL DEPTH 3" WOOD SCAB, )VERHANG 1" MIN. (24" MAX) WHERE OCCURS, T- t NOTE, PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE l { COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER l 4 W/ SAME CONNECTION'S. %ol EAVE CONNECTION Q WALL CONNECTION ' �"J L EXISTING ROOF OVERHANG DESIGN LOADS " NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2"x6y" ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, 6 50 psf OR KILN -DRY WOOD FILLED 2"x6 y' OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS ,.� TABLE 1 DESIGN (E) WALL COVER LOADS OPENING PROJECTION 10, 20 psf > 8' 0 30, 40 & 50 psf > 6' 8 0 �- 0 _ EXISTING EAVE ALLOWABLE PROJ. TO BEAM LEDGER OR WALL HANGER �� N OVERHANG SEE TABLE 1 WITH FASTENERS \ 1 1�4" (24" MAX.) 2x6 OR 7x6 LEDGER i PER TABLES 3 & 4 \ EXIST. RAFTERS AT I 2x WOOD STUD OR 24" O.C. AT ROOF 1" MIN. CONCRETE WALL RAR OVERHANG j (3}#14x3 1/2' W. LISTING EAV 2X FULL DEPTH 3" WOOD SCAB, )VERHANG 1" MIN. (24" MAX) WHERE OCCURS, T- t NOTE, PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE l { COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER l 4 W/ SAME CONNECTION'S. %ol EAVE CONNECTION Q WALL CONNECTION ' �"J L EXISTING ROOF OVERHANG DESIGN LOADS " NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2"x6y" ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, 6 50 psf OR KILN -DRY WOOD FILLED 2"x6 y' OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS ,.� TABLE 1 3116" STEEL NOTE) BRACKET CAN BE 8^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP• BRACKET PROTECTION, METAL FLASHING 8 0 ROOF PANEL AT EVERY 2x CAUCK JOINTS AND SLOPE TO DRAIN (OPTIONAL) �- 0 _ EXISTING EAVE ALLOWABLE PROJ. TO BEAM LEDGER OR WALL HANGER �� N OVERHANG SEE TABLE 1 WITH FASTENERS \ 1 1�4" (24" MAX.) 2x6 OR 7x6 LEDGER i PER TABLES 3 & 4 \ EXIST. RAFTERS AT I 2x WOOD STUD OR 24" O.C. AT ROOF 1" MIN. CONCRETE WALL RAR OVERHANG j (3}#14x3 1/2' W. LISTING EAV 2X FULL DEPTH 3" WOOD SCAB, )VERHANG 1" MIN. (24" MAX) WHERE OCCURS, T- t NOTE, PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE l { COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER l 4 W/ SAME CONNECTION'S. %ol EAVE CONNECTION Q WALL CONNECTION ' �"J L EXISTING ROOF OVERHANG DESIGN LOADS " NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2"x6y" ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, 6 50 psf OR KILN -DRY WOOD FILLED 2"x6 y' OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS ,.� TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT OVERHANG ROOF PANEL 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) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING. SD9112 DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL SCREWS WITH 2x FULL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, B 110, C 120, B 120, C 130,13 130,C 10 32' 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) 1 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" Q= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'4" 21'-2" o 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) 20 )¢• 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (a,b) 2"x6" FULL OR 12"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" ER 110 1201 130 110 120 130 110 120 130 110 120 130 110 120 130 110 1 120 130 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A). (A) (A)_ (A) (A). (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A). (A) 25 S M SOC.STRONG-BOLT C RO G -BOLT 2 S A-SIMPSON 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" 25'4" 20'-7" 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 S ATS 36' D.C. S aRb� G -BOLT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2"x6" FULL OR 2"x8" NOTCHED Zg'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8, (A) (A) (A) (A) (A) (A) (A) (A) (A) ,,(A) (A) (A) (B) (B) (B) (B) (B) (B) 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 S ATIMPSON 36 DC. aRb) G -BOLT 2 2"x8" FULL OR 2"x10" NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24' O.C. (a,b) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 25 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: a, EMBED ANCHOR 3' MINIMUM INTO INSTALL N N IA C'[�RDPrN 9D WITH ESR -3037 CI I CI I A „,� b, USE 3- SQ,)( OLS"ih "'LlGISA SAFE STEEL WASHER W�E INSTALLING NEW�W�00� LEDGER AGAINST �AS`�urtCbTRU CONCRETE IIWALL, c. WHERE ROOFjh,P iNEL RAIL BY OCCURS, USE--_ LAG SCREW IN LIE�U�2•)'-- j/4 DIAMETER LAG SCREWS, 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'4" 26'-0" 30 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) Y4 DIAMETER LAG SCEWS (D) - V DIAMETER LAG SCREW (E) - �'4' DIAMETER LAG SCREW 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x8" FULL OR 2 x8 NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } of 10 Ps L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" F WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 40 2" x 4" FULL 11'-7" 11'-7' 11'-7" 11'-7" 11'-7" 11'-7' E ~ 1101 1201 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2" x 6" NOTCHED 15'-6" 15-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6„ FULL OR 2"x8 NOTCHED. 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 5 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" W-11" 8'-11" W-11" 8'-11" 8' (C) I (C) (C) (C) (C) (C) (D) I (D) (D) I (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"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 2 N N to Lo 2 �0 O u- > W — QZL M O Lf) O C/) CD N c C)7 Q�pFNt ESS I(! co S5885 OF CAl�FO� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESLRMON 4 STEL J # 16-1071 DATE 03-09-16 DRAWN Y AT D GM EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS H C O 1l u t r V n J 1 V Z W o0-) N CD U-) 2 o) OM Q rn WU)orn hQzu) «C) O LO O co cl N Nt Q�oFESS Int S 5885 - 1 OF CAI�F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRwrroN 4 STEL JOB # 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, TABLE 3, SHEET 4 T=,060° TYP,-1t- 1 2.740" SEE FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 300" W ALUM. 3004-H36 .06 " 25^R .63 " 05 T=.060" N 3' 0 010"X90" 202" FASTENERS, SEE FASTENERS TABLE 3 SHEET 8 -t= 0.04" _ (2) DIA. SEESHEET4 p rico 563" 281" J 205"_Q FASTENERS 1J.75" CONTINUOUS A- RAIL2 ROOF PANEL 3' (WHERE OCCURS) O"cliSHEET8 SEE TABLE 3.060" FASTENERS, w SEESHEET4 ALUM.ALLOY FASTENERS, SEE TABLE 3, SHEET 4 0 ALUM.ALLOY 6063-T6 1.880' ALUM.ALLOY 6063-T6 ALUM.ALLOY Y 6063-T6 O ROLL FORMED NGER O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER "H" BRACKET 3 NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf 1 V Z W o0-) N CD U-) 2 o) OM Q rn WU)orn hQzu) «C) O LO O co cl N Nt Q�oFESS Int S 5885 - 1 OF CAI�F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRwrroN 4 STEL JOB # 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS I COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 1 o= i 7 0 B ALUM. ALLOY 3.00" OR 6063-T6 �� 2.40"— 0 1.375" 0 �c;75" 1.60" 1.50 ,090" TYP. INSTALL 1y" x 1y" x V HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" N ASTM A500 GRADE B INSTALL 1Y" x 1Y2" x Y" HDG WASHER PLATE AT ANCHORS .157" TYP__ USE FOR 3" OR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET i 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3)-3/4"0 B FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT i" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) CITY R ® �� INSERT TO � sAFE �� BASE PLATE 3/16" pRo POST - _ FOR CONSTR INSERT I i CAT=—BY 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 Y4" 6 Y" 1 y" WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR 2 N (LI O 0-)C4 C -D Lo 2 Lu m M Q a; W -0 wUJ Q LL w>— Q O cmo CD U o cl Q�pFESS l� NNAco K 2 o S5 85 - 1 OF Cpl\F� 03-11-16 DURALUM IAPMO 0195 AHJ APPROVAL ISIONS DESCRIPTION 4 STEL JOB # 16.1071 DATE 03-0&16 DRAW AT CHECKED GM COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS r -.------------ 2 TABLE 1' ATTACHED ONLY TABLE 2 ATTACHED AND STEEL POST ONLY: "r'BRACKEr@3"SQ.POST W/ (4W4 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ' ALUM."T"BRACKET USE WITH FOOTING & ANCHOR BOLTS FREESTANDING ALTERNATE FTG. I I I USE POST TYPE F, G, H, I, J OR K POST o POST POST TYPE B,C,D, OR E. STEEL."r' BRACKET OR 9" SQ. S ! 1/2 DEPTH OF I I I I I I SINGLE POSTS FOOTING SIZE EMBED. BOLTS CUBE SIZE SQ. 18' DEEP 'CUBE FTG. 18" 18' SQ. 12' 1r-22" CUBED (1) (2)3/B"0 1 7/6" 20" 21" SO. 12" I (2}3/8"0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. 3 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. 0 MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION FOR SIZE 3 1/2" MIN. SEE FOOTING IN BEAM SPAN TABLE 4 EXISTING SLAB 7 ATTACHED COVERS ONLY O BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. SEE TABLE 1 d v DE G .0 POURED CONCRETE FOOTING SEE TABLES QU POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 1 FOOTING OR I I 12" MIN. EMBD. ' I. m � • ! r i I •• :• LL 1j W ~ / 4 w Q i .; � /J (1)-1/2"OM.B. �" :' •' F i / x W FROM Pb°.' �" UJI 1 END �� �• m OF POST Z POURED SE E FTG. SQUARE, CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES � I SQUARE POST EMBED. `NTO FOOTING @)I 23' 8 24• CUBED (1) (2}1/2 0 31/4'mmRUJ 22" 25" SQ. 16' 24" 28' SQ. 20" 25'-30" CUBED (2) (4}112'0 3 1/4" " 26 32" SQ. 23' 31'- 34' CUBED (2) (4}516.0 4" 28" 35" SO. 25" 30" 39" SQ. 28" 35' - 39" CUBED (2) (4}3/4'0 4 314• 32" 43" SQ. 30' 34' 47" SQ. 32" 40'-42"CUBED(2) (4}314'0 43/4' 36" 51" SQ. 34" NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR - 3037) 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTANDING BASE PLATE. 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. 38" 55" SQ. 37" 40' 60" SQ. 39" 42" 64" SQ. 41' 44" 69"SQ. 43' CUBE FOOTING W131rz•SLAB i 7 0 B ALUM. ALLOY 3.00" OR 6063-T6 �� 2.40"— 0 1.375" 0 �c;75" 1.60" 1.50 ,090" TYP. INSTALL 1y" x 1y" x V HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" N ASTM A500 GRADE B INSTALL 1Y" x 1Y2" x Y" HDG WASHER PLATE AT ANCHORS .157" TYP__ USE FOR 3" OR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET i 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3)-3/4"0 B FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT i" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) CITY R ® �� INSERT TO � sAFE �� BASE PLATE 3/16" pRo POST - _ FOR CONSTR INSERT I i CAT=—BY 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 Y4" 6 Y" 1 y" WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR 2 N (LI O 0-)C4 C -D Lo 2 Lu m M Q a; W -0 wUJ Q LL w>— Q O cmo CD U o cl Q�pFESS l� NNAco K 2 o S5 85 - 1 OF Cpl\F� 03-11-16 DURALUM IAPMO 0195 AHJ APPROVAL ISIONS DESCRIPTION 4 STEL JOB # 16.1071 DATE 03-0&16 DRAW AT CHECKED GM COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS r om o_ 7� 03= ;1= 6 e 7 8 r LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS gm )BEAM SPLICE TO m 1/ OCCUR DIRECTLY OVER 5/8"0 PLASTIC 120 MPH POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 5.. .5" #14 SMS MAY 5' BE USE AS 2 2 3 3.5" 3.5" ALTERNATE TO 6' 2 3 3 3 1/4"0 BOLTS 4 7' 2 3 3.5" 3.5" 3 4 8' 3 3 3 4 8" BEAM 5 9' 3 gm 2"X6.5"X0.032" SIDE PLATES m 110 MPH 120 MPH 130 MPH EXP. BI 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 j 5 j 6 j 5 j 7 13' 4 5 1 5 1 6 1 6 1 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' 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. R❑L INSULATED TERL❑CKINC WALL HANGER C4 ❑1 OR ❑2 SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 3" SQ. x.032" + (2)-2" x 6 1/2" x 0.032"3" SQ. x .032" + (2)-2" x 6 1/2"x 0.042" 1❑ W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROOF PLAN FASTENERS, #14 SMS 2 32' O.C. :ET 4 4 MIN. PER EACH JOINT ROLL—FORMED #14 SMS R 32' O.C. MAX. RO IRP (4 MIN. PER PANEL INTERLOCK) OLL—FORMED PANEL ALUMINUM SKINS IRP TOP L BOTT. 0.024' 4 ROLL -FORMED PANEL INSULATED ROOF PANEL ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT P 2 b N o U> Z wmM 2 ��� W O � w LL_ uW>— QZL O CY3C)L6 CD �_ O 04 cm QRpFESS 1Cyy9l S5885 1 OF CAI. \FOS 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MMK DATE DESCRVWN 4 STEL JOB # 16-1071 DATE 03-09-16 DRAWN BY AT CHECKED GM LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 11 OF 50 SHEETS 0 A ° ° Va V t r ° u 0n BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12I BEAM TO POST DETAILS FULL MOMENT . 24" I ° IS TOMS. II #12 S.M.S. II TYP. THICKNESS =.035 6 38' (24 TO TYP THICKNEASS =.035" II II + + + ++ + + + + ++ 2 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS ° SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. TOTAL= (8)-1/2"0 BOLTS 11 F-71 3 SPLICE WHERE 4" OCCURS ° LO". ALUM.ALLOY 4 6063-T6 4" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. • . . , 5 SPLICE WF OCCU 0 6 ALUM. ALLOY 6063-T6 f I -BEAM 1)/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 7 1.501 „� 1.50" —�� .28" � 2., 2" ° m � .018" MOMENT C -SPLICE 2"x3" LATTICE TUBE P2 ,l / ALUM. ALLOY 3105-H25 ' 1 .28" � 3.. 211 — X018 / d Lu d w I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM SQ. POST (2)#10 S.M.S.@ EA. VALLEY, TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB jL TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8" 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST 3" x 8"x.042" BEAM, 3" SO. STEEL OR FTMAG BEAM. :: It e.. ;- I11i . < (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 3"X 3" ALUM. OR STEEL POST LATTICE TUBE TO RAFTER ~ #8 x 2 "SMS, 2 1/2" 7 1 1/2" SQ., 2" SQ., .OR 2"x3" LATTICE @ 3" O.C. MIN. O 6"O.C. MAX. (12) - #14 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (8 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST SD'j + 1.10' I O 9 1.50" I 3' SQ. POST 2.35' l 4414 x 1/2"S.M.S. EACH SIDE OF 3" SQ. POST (8 -TOTAL) ALTERNATE: 1/4"0 SOLT W/ WASHER EA. SIDE OF 3' SQ. POST GUTTER FASCIA 3.00' 3" SQ. POSTMAG BEAM R 240' O 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" 1.00 O 1--� 2.00 II O O O O 6-#14 SDS T-0" 12 - #14 SDS MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. • . . , 5 SPLICE WF OCCU 0 6 ALUM. ALLOY 6063-T6 f I -BEAM 1)/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 7 1.501 „� 1.50" —�� .28" � 2., 2" ° m � .018" MOMENT C -SPLICE 2"x3" LATTICE TUBE P2 ,l / ALUM. ALLOY 3105-H25 ' 1 .28" � 3.. 211 — X018 / d Lu d w I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM SQ. POST (2)#10 S.M.S.@ EA. VALLEY, TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB jL TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8" 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST 3" x 8"x.042" BEAM, 3" SO. STEEL OR FTMAG BEAM. :: It e.. ;- I11i . < (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 3"X 3" ALUM. OR STEEL POST LATTICE TUBE TO RAFTER ~ #8 x 2 "SMS, 2 1/2" 7 1 1/2" SQ., 2" SQ., .OR 2"x3" LATTICE @ 3" O.C. MIN. O 6"O.C. MAX. (12) - #14 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (8 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST SD'j + 1.10' I O 9 1.50" I 3' SQ. POST 2.35' l 4414 x 1/2"S.M.S. EACH SIDE OF 3" SQ. POST (8 -TOTAL) ALTERNATE: 1/4"0 SOLT W/ WASHER EA. SIDE OF 3' SQ. POST GUTTER FASCIA 3.00' 3" SQ. POSTMAG BEAM R 240' O 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-0" 12 - #14 SDS FASTENER SPACING =3/4" #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. J FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES / \\AT OVERHANG ROOF PANEL 0 0'a Ck FASTENER 611/2" --- ---- - 0 0 GROUP ROLLFORMED OR 0 0 EXTRUDED GUTTER ALUM. BRACKET X #14 S.M.S. @12'0 C' FASCIA 6 1/2"x2"x.024 2" 1" "L" SEE TABLE RAFTER "U" BRACKET - RAFTER T _ 17 3.125" Fx R 2.12 " FO8 U� \ ;EKG &"sAFET 'I j SPP `ov 1 1/2" f = .040F I 1 LT/'TE 1 (6) - #14x Y4"TEK SCREWS -,-BY BRACKET TO RAFTER j/2' MIN. O ! =Q - ' (6) - #14x Y4" TEK SCREWS 2.750 BRACKET TO BEAM 1 2 N W O � N co Lo 2 LiJ m m rn 2 �U'm W � �w w Q z LC) M O L O U) O N cn O Qp�FESS Ico� 00 S588 OF CAI�FO� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRvnDN It STEL JOB # 16-1071 �TE 03-0416 DRAWN BY AT ECKED GM EAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS CH 12 12 OF 50 SHEETS u HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS 1 . TRIBUTARY WIDTH TABLE PROJECTION CLEAR SPAN 2 D O.H. 4H TRIBUTARY= h WIDTH 1/2 SPAN + O.H. Ct -,NOTE: TRIBUTARY ON MULTIPLE SPANS IS 3 EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED FAN BEAM (19'-0" MAX SPAN) FAN BEAM T=.075 TYP. FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM #14 x 3 1/2" S.D.S. SCREW AT REAM FAN BEAM `— #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL 2 W c) N Cfl lf) Z Lu rn ch W O W LL uw> - Qz� O O c/) O N rn iz )p ESS Ig1y4 .��,�\ Y, S 5885 - 1 OF CAl\F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL E 6 E REVISIONS /BARK DATE DESCRVWN 4 STEL JOB # 16-1071 a DATE 03-M16 "y DRAWN BY AT CHECKED GM HOW TO DETERMINE a 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 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' 1 5 6 1 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 li 11 12 12 NP NP NP NP NP 5' - - - - - 11 11 1 12 NP I NP NP NP NP NP NP O.H. 4H TRIBUTARY= h WIDTH 1/2 SPAN + O.H. Ct -,NOTE: TRIBUTARY ON MULTIPLE SPANS IS 3 EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED FAN BEAM (19'-0" MAX SPAN) FAN BEAM T=.075 TYP. FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM #14 x 3 1/2" S.D.S. SCREW AT REAM FAN BEAM `— #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL 2 W c) N Cfl lf) Z Lu rn ch W O W LL uw> - Qz� O O c/) O N rn iz )p ESS Ig1y4 .��,�\ Y, S 5885 - 1 OF CAl\F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL E 6 E REVISIONS /BARK DATE DESCRVWN 4 STEL JOB # 16-1071 a DATE 03-M16 "y DRAWN BY AT CHECKED GM HOW TO DETERMINE a TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS 7 0 8 „ 0 o U t r n I 1 0WHERE SPLICE zrr e 3�7 _Lc53__ o 4 5 D 6 0 I BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED &FREESTANDING SOLID COVERS 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 1.52" A 6.5" ROLLFORM 0.61" �9"GUTfER EXT. CUP ATTACHED SOLID FREESTANDING SOLID SPLICE I MAX.COL. ^Z^ SPACING o MAX•POST FTG. MIN. MAX.POST FTG. MIN. o WHERE o�uRs ON SLAB m SPACING (IN.) POST SPACING (IN.) POST m 3 6.5" 2,$7" -\I T=12 GA. (SPAN) (1) TYPE (SPAN) (1) TYPE 0.73° IIIE occuRs I ASTM A653 SS CC (2),(3) F I 4.6" GRADE 50 G60-\ 3.0 G occu I I 4,0" 13'-7" 5' 11'-9" 18 B 11'-9" 26 �, 5' I II 0.070° I .032° O 11'-9" 20 28 0.075° II TYP. F-0.065- 3 I ALUM. r 038' TYP. 10'-9" 18 10'-9" 26 , 2. 8" iYP. I I 2.04' I � . _ r 11'-4 6 10'-9" 21 B 10'-4" 27 G 6 L--- J I I L - - - - - - - - 9'-8.. 7. 10'-0" 19 B 10'-0" 26 G 7. 10'-0" 21 9'-8" 27 3.0" g'-4' 19 9'�" 26 3 SQ.x0.032 ALUM. BEAM J 8'-6" 8 g' 4" 22 B G 8 6.5" ROLLFORM MAG BEAM 4" I -BEAM 4.5" MAG GUTTER W/ 12 GA. STL. "U" CHANNEL ,,/^�' A ALUM. ALLOY B ALUM. ALLOY C' ALUM. ALLOY D ALUM. ALLOY E ASTM A653 SS v/ 7'_7" 9' $'-10" 2O p 8'-10" 27 ^ 9� 6063-T6 6063-T6 6063-T6 6063-T6 GRADE 50 G60 $'-10" 22 O 8'-7" 26 l7 LL (!� 6'-9" 10' 8'-6" 20 B 8'-6" 27 G 10' � 8'-6" 23 8'-1" 27 6'-2" 11' 8'-1" 21 C $'-1" 27 G 11' SPLICE O " 23 7'-9" 28 0.3 " r�.i2s• WHERE ALUM. , 7'-$" 21 7'-$" 2$ , OCCURS ALLOY 6063-T6 5'-8" 12 C 7'-6" 28 12 ' 6.656" 7.0" 8.0° 0.110" 6.5° 6.5" .042" .032° 0.042" Tom• Typ• nP, 1YP. � ATTACHED SOLID FREESTANDING SOLID � x0.375° = MAX.COL. i SPACING � � MAX.POST FTG. MIN. MAX.POST FTG. MIN. j p ON SLAB m-Q,?i SPACING (IN.) POST SPACING (IN.) POST m?� F--2.0 �-F•--M�-f-2.0"� 0°---F---M�-i�-2.0"�-I � (2)• (3) � (SPAN) (1) TYPE (SPAN) (1) TYPE � 1.75" 4.0° 4.0° I 11'-9" 19 11'-9" 28 O 13'-7" 5' 11'-7" 21 B 0'-10" 29 G 5' ' �- 10'-9" 19 10'-9" 27 , 7" I -BEAM , DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM r 11'-4" 6' 10'-7" 22 B 10'-0" 28 G 6 F ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004-H36 1 D'-0" 20 10'-0" 27 , ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL � 9'-8" 7' B G % sos3-Ts 9'-10' 22 9'-3" 28 W/ (1) "C" INSERT � 8,_6„ $. 9-4 20 B 9-4 26 G 8' ALUM. ALLOY 25" 9'-2" 23 $'-$" 27 6063-T6 A653 SS , V8'6" " 21 B $'-10" 27 G W/ (2) "C" INSERTS 7 _7� 9 8'-8" 23 8'-2" 28 9 F'I ALUM. ALLOY -T;12 ca R � C, �f q , 21 $'-6"271O, 6D63-T6T=120R ASTM v,�7_JuI0$'_3n24B7'-9u2$NOTE:nsTM GRADEWHERE'C'SPLICEOCCURSASSHOWNIN8.0" 7.875" A6s3ssGso8.0" 21 8'-1" 27 6'-2" 11 B G 11' SPAN TABLES, IT SHALL BE INSTALLED THE 0.042" GRADE so O 7'-10' 24 7'-6" 29 5'-8" 12 7'-8" 22 C 7'-8" 2$ G 12 FULL LENGTH OF THE 7' I -BEAM. TYP. c60 TYP. � , 7'-7" 25 7'-2" 30 , 1 .625" -14.0"2.875"4.0"ATTACHED SOLI R A l S Ll� 3.0° 3.0 1-3.0" 3.0° ¢ x MAX. MAX. = MAX.COL. F I— MAX.POST FTG. MIN. G � DBL. 3"XS"X0.042" BEAM 3"x0SPACING = SPACING v� x8.042" BEAM DBL. 3"x8"x0.042" BEAM CL ON SLAB m 3'- om (IN.) PosT %rid �. -a _9� - 1 W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT � (2),(3) � (SPAN) (1) TIYPE (S �AN)"'� L ALUM. ALLOY 3004-H36 M ASTM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60 20 OR EQUAL O 13'-7" 5 22 JB 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM M 10'-9" 20 10'-7" 28 , FOOTNOTE: "SAMPLE" W/ 12 GA. STL. INSERT W% DBL. 12 GA. STL. INSERT r 11-4" 6 9'-7" 30 G 6 FIGURE INDICATES N ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 � '_ �� , 10'-0" 21 L 9'- EXPOSURE B NOTE: WHERE 12 AND 14 GA STEEL INSERTS 9 $ 7 9'-6" 23 `� - FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS �� � 9'-4" 21 9'-2" 27 ' EXPOSURE C J $ -6 $ B G 8 THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED $'-1 O" 24 $'-3" 29 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. of THE 3"x8' BEAM. THE FULL LENGTH of THE 3"xe"BEAM. 7 -7 9, $,_10" 22 B $,-$„ 27 G+ 9' �/ 8'4" 24 7'-10' 29 FOOTNOTES TO ALL SPAN TABLES: , $'_6" 22 8'-3" 28 , 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 (n 6'-9" 10 8'-0" 25 B 7'-6" 30 G 10 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 $1_1" 23 B 7'-10" 29 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. 6'-2" 11 7'-7" 25 C 7'-2" 31 G 11 MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE O OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM. V_ Z N W OCD u)Z "D CD rn m � Z )U � W p UUJ UzL Qpr- CD O O � CD Q�pFEss Ip�e � 7 � S5885 OF Cp,1-\F0� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS TE DESCRIPf10N 4 STEL JOB q 16.1071 DATE 03- 09- 5,-8" 12' 7'_8 23 7'-1" 25 � 7'-7 29 �` 6'-9" 31 12' MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 16 AT CHECKED GM BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 14 OF 50 SHEETS n I> M C V t t V n N I- O O W o 1— N O LC) Z Lu m O rn C 0>o 'Q Z r co O CQ CD cf) o corn Q�FEss I� S 5885 - 1 OF CAIO 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTON 4 STEL JOB # 161071 DATE 03-0}16 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH—15 15 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS -10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 1 MAG BEAM B �,.,� 4" I -BEAM D 4.5" MAG GUTTER 3" SQ. ALUM. W/ 12 GA. STL."U" CHANNEL F 7" I -BEAM E ° ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID MAX.COSPACINL. H oON MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. 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.SPACING SLAB mSPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST rFREESTANDING (IN.) POST SPACING (IN.) POST SPACING IN.) ( POST SPACING(2)(3) ((1) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ((1) POST(1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE10'-4" 13'-7' S 17 B 9'-6" 25 G 13'-7" 19 B- 27 G 13'-3" 19 B 12'-2" 27 G 13'-4" 19 12'-1 " 27 B G 23'-4"22 E 21'-3" 312 G 5 10'-4" 19 9'-2" 26 13'-7" 21 28 13'-3" 21 11'-9" 28 12'-3" 20 11'-10" 28 23' 4" 25 20'-8" 33 r 11'-4" 6' 9.-9.9'-9" 120 B 8'-108 226 G 12'-9"2'-9" 122 B 11'-8"1' 228 G 12'- 121 B 11'-6"1 228 G 12'- 121 B 11'-6'1'-0" 228 G 22' 22'-0" 226 E 20'-0 9 332 G 6' 8" 4" 2'-2" -2" 111'-3" 6" 9._8.. 7. 9'-3°9 121 B 8'-6'8 226 G 12' 12'-2" 223 B 11'-10'-9" 227 G 11'- 222 B 10'- G 12'-0 221 B 11'-0°0 227 G 20-10' 227 E 19'-0"8,-7" 332 G 7' ° -3" -3" 1r1'-3" -7" 0.227 0'-4" -2" 10' J 8'-6" 8' 8'-10" 19 B 8'-2" 25 G 11'-8" 21 C 10'-7" 27 G 10'-7" 20 B 10'-4" 27 G 11'-6" 21 C 10'-6" 27 G 20'-20-1 228 E 18'-17'-9" 331 G 8' 8'-10" 21 7'-10" 25 11'-8" 23 10' 4" 27 10'-7" 23 10'-2" 27 9'-9" 22 B 9'-7" 27 7-7 9 8'-7" 19 B 7'-9" 2 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 ILL 8'-7" 22 T-7" 26 11'-1" 24 10'-0" 27 10'-0" 23 9'-7" 27 9'-2" 22 B 9'-0" 27 19'-2" 28 17'-1" 32 s 6'-9" 1 p' 8'-3" 20 B 7'-7" 26 G 10'-6" 22 C 9'-10" 28 G 9'-6" 21 C 9'-6" 28 G 10'-4" 21 C 9'-9" 28 G 18'-1.8'-3" 229 E 6'-108'_6" 332 H 10' 8'-3" 22 7'-4" 27 10'-6" 24 9'-7" 28 9'-6" 23 9'-2" 28 8'-9" 23 B 8'-7" 27 6'-2" 11' 8'-0" 20 B 7'-4" 27 G 10'-0" 22 C 9'-7" 29 G 9'-1" 21 C 9'-1" 28 G 9'-10" 22 C 9'-6"8'-2" 228 G 17' 4"7'-4" 229 E 16'-46'-0" 333 H 11' O 8'-0" 23 7'-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-9" 28 8'-4" 23 r 5'-8" 12' 7'-7"7 223 C 7'-2'7 228 G 9'-7°9 225 E 9'-3"9,-1" 229 G 8 -e"8 224 C 8'-8 8,�,. 228 G 9'-6"8 223 C 9'-2' 228 G 16'-8:---6'-8" 230 E 16'-0 333 H 12' ° -7" -0" -7" -8" 0" -10" 5'-7" ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID 4 S MAX.COL. SPACING o j o MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. 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 (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13' 7" 5' 10'-4" 18 B 9'-6" 26 G13' 19 B 12'-4" 28 G 13'-3" 19 B 12'-2" 28 G 13'-4" 19 B 12'-2" 28 G 23'-4" 23 E 21'-32'0-1" 334 G 5' 10'-3" 209'0" 28 k13'-7" 4" 22 11'-8" 30 13'-1" 22 11'-6" 30 11'-2" 21 11'-0' 29 23'-1" 27r1,-4„6' H 9'-99-8" 21 B 8'-108 227 V -9"2'-8" X23 B 11'-8"1'-1" 229 12'2"12'-0" 223 B 11'-60'-10" 229 G 1< <10,-3" 222 B 11'-61p-0' 228 G 22'-21'-9" 228 E 20'-09-0" 334 GH 6' 6" G i 9. 8.. 9'-3"9,-2" 122 B 8'-6'8,-1" 227 G 12' 12' 224 B 11'- 229 G 11'- 223 B 10'- 229 G 11'-7'9 222 B 11'-09'-3" 228 G 20' 20'-8" 229 E 19'-0°8,-0" 333 G 7' 0" 0•-6" 111'-1" 0 -3" -6" H J 8'-6" 8' 8'-10" 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 B 10'-6" 27 G 20'-1" 26 E 18'-17'-3" 333 H 8' 5 8'-9" 23 7'-8" 27 11'-6" 25 10'-1" 29 10'-4" 24 9'-9" 28 8'-10 23 8'-8" 27 19'-9" 29 U5 7._7., 9' 8'-7" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6"6'-7" 333 H 9' ILL 8'-6" 23 7' 4" 28 0'-10' 25 9'-8" 28 9'-9" 24 B 9'-3" 28 8'-4" 23 B 8'-2" 28 18'-9" 30 U) 6._9.. 10' 224 B 7'-7'7-2" 228 G 10'-6"0'-3" 226 C 9'-109 228 G 9'-6 9 225 C 9'-6"8,-9" 228 G 9'-9"8 -22C 9'-8" 228 G 18'-1 �.-10' 231 E 6 -106'-1" 332 H 10' ,4" -3" -0" 24 B 7'-9" ' -2' 1124 j8'-0"217'-4" B 27 G 10'-0" 23 C 9'-7" 29 G 9'-1" 22 C 9' 1" 28 G 9'-3" 22 C 9'-3" 28 G 17'-4" 27 E 16'-4"6 11 7'-0" 29 9'-9" 26 9'-1" 29 8'-10" 25 8'-4" 29 7'-6" 24 B 7'-6" 29 17'-1" 31 15'-7" 33H 5._8..12' 224 C 7 -2°6,-9" 230 G 9'-7"9 226 E 9'-3'$ 230 G 8'-8"8'-4" 225 C 8'-8"8'-1" 230 G 8'-1 2 C 8'-107'-2" 230 G 16'-8'6 232 E 16'-0"5 333 H 12' -9" 6'-10" 24 g 4" 1" 1 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >1 MAX.COL. SPACING F r o MAX POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j o ^^ �.L. 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 � (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13-7. 5' 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'-4" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1' 30 22'-6" 28 19'-7" 36 J 11'-4" 6' 9'-9°9,-6" 20 B 8'-9'$ 228 G 12'-9"2-4" 224 B 11'-6°p,-8" 230 G 12'-11'-6" 2 B 11'-10.-7" 230 G 11'-49 222 B 11'-39'-2" 229 G 22' 21'-2" 229 E 19'-8"8 335 H 6' r- 22 -2" 24 -4" 4" I i 9'_8�� 7. 9'-3"9,-0" 20 B 8'-4" 228 G 12'- 225 B lo,-1jg�0'-2" 230 G 11'- 224 B 10'-80'-0" 230 G 10'-7'8 223 B 10'- 229 G 20'- 20 230 E 18'-9'7'-6" 335 H 7. 23 7'-9" 111'-8" C 1'0'-8" -9" 8'-7" -2" I J �� 8-6 8 8'-10" 21 B 8'-0" 26 G 11'-8" 23 C 10'-6" 28 G 10'-7" 22 B 10'-3" 28 G 10'-0" 22 B 9'-10" 28 G 20'-1" 27 E 18'-0" 33 H 8 8'-7" 24 7'-6" 28 11'-1" 26 9'-9" 30 10'-0" 25 9'-a" 29 8'-2" 23 8'-0" 28 19'-2" 31 16'-9" 34 (15 7-7 9 8'-7" 22 B 7'-8" 27 G 11'-1" 23 C 10'-1" 28 G 10'-0" 23 B 28 G 9'-4" 22 B 9'-4" 28 G 19'-2" 28 E 17'-3" 32 H 9 LL 8'-3" 24 7'-2" 29 10'-6" 26 9' 4" 29 9' 4" 25 C 29 7'-8" 24 7'-7" 29 18'-1" 31 16'-1" 34 6,_9,. 10' B 7'-67'-0" 230 G 10'-9'-10" 227 C 9'-8"9,-1" 230 G 9'-68,-0,. 225 C F9'-3" 230 G 8'-107'-0" 224 B 8'-10'-2" 230 G 18'-17'-2" 232 E 16'8"5'-7" 334 H 10' 61' -2' 11 "7--- B 7'-3" 29 G 10'-0" 24 C 9'-4" 29 G 9'-1" 24 C - 29 G 8'-6" 23 C 8'-6" 29 G 17' 4" 29 E 16'-2" 33 H , 11 O C 6'-9" 31 9'-6" 27 E 8'-9" 31 7'-9" 25 7'-4" 31 6'-4" 24 B 6'-10' 31 16'-4" 33 15'-1" 33 I r 5._8.. 12' C 7-16'-7" 231 G 9' 7119'-1" 228 E 9'-2"8'-6" 231 G 8'-8"7-1" 225 C[�� 231 G 8'-2"5'-9" 224 C 81-1 231 G 16'-8"5,-9" 333 E 15'-8'4,-8" 333 H 12' B 6'-7" I N I- O O W o 1— N O LC) Z Lu m O rn C 0>o 'Q Z r co O CQ CD cf) o corn Q�FEss I� S 5885 - 1 OF CAIO 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTON 4 STEL JOB # 161071 DATE 03-0}16 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH—15 15 OF 50 SHEETS z a C:) W CNI (D N to ori 2 LLJ 0-3 co a; i d0 �w>- QCD ZU') coCD O (=)(n o CD clN rn CO QRofEssicwyt �c,, S58 5 2 - 1 , OF CA0'i 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MORA DATE DESCRPTWN 4 STEL JOB # 16.1071 DATE 03-09.16 DRAWN BY AT 0. CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 17 17 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 1 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 W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT ° } �¢ _ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ¢ _ Z SPACING o MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j O ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE z 13'-7" 5 19'-3" 21 C 19'-3" 30 G 18'-4" 21 C 18'-4" 30 G 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'-4" 23 17'-8" 31 20'-1" 24 19' 4" 32 25'-10" 26 4'-10' 34 28' 4" 27 27' 0" 37 11'-4" 6, 17'-16'-6" 224 C 17'-96'-1" 231 16'-96'-9" 224 16'-9"6,-2" 231 18'-4"8 225 18'-4"7 331 G 23'-23,-8" 227 E 23'-22,-9" 333 �i 25'-19:--25'10" 227 E 25'24'-10" 336 J 6' r G C G 4" C 8" g,_8„ 7, 16'-15'-3" 224 C 16'-15,-0" 230 G 15' 15'-7" 224 C 0 15'-15,-0" 230 1 G 17'-117,-1" 225 E 17'-116,-4" 331 G 22' 22'-0" 227 E 22'- 21 333 H 24'- 24,-0" 228 E 24'-23'-1" 335 J 7' -1" J 8'-6" 8 15'-3" 23 E 15'-3" 30 G 14'-7" 22 E 14'-7" 29 G 16'-0" 23 E 16'-0" 30 G 20'-7" 25 E 20'-7" 32 H 22'-6" 26 E 22'-6" 34 J , 8 14' 4" 25 14'-0" 29 14'-7" 25 14'-1" 29 16'-0" 26 15' 4" 30 20'-7" 28 19'-9" 32 22'-6" 29 21'-7" 34 7'-7" g' 1a8"24 E 14'-4" 30 G 13'-9" 23 E 13'-9" 30 G 15'-1" 23 E 1b'-1" 21 G 19'-4" 25 E 19'-4"8'-7" 332 H 21'- 21'-2" 229 E 21'- 20'4" 335 J 9� 13'-2" 0 13'-9" 26 13'-3" 30 15'-1" 26 14'-6" 30 19' 4" 29 3 6'-9" 10' 1E 13'-8" 31 G 13'-1" 23 E 13'-1" 30 G 14'-3" 24 E 14'-3" 21 G 18'-4" 26 E 18'x'7 333 H 20'-120'-1" 230 E 20'-11g� 335 10' 12'-7" 30 13'-1' 26 12'-7" 30 14'-3" 27 13'-9" 31 18'-4" 296'-2" 8„ 335 11' 1E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-76'-10" 333 I -i 19'- 1'9'_2" 230 E 19'-218'-6" 11' O 12'-3" 26 12'-0" 30 12'-6" 26 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 12, 12'-6"1 227 E 12'-6"1'-6" 331 G 12'-0 227 E 12'-p'1 331 G 13' -?13,-1" 228 E 13'-112,-7" 332 G 16'-9 230 E 16'-9'6,-2" 334 H 231 E 18'-4"7 336 J 12' -9" 2'-0" -6" 6'-9" 118 8' 4' -8" ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID _ 4 MAX.COL. SPACING o •POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX•POST FTG. MIN. MAX•POST FTG. MIN. j o ^ fry 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 (2) (3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE H 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'-13'10' 336 H 28 228 E 27' 26'-1" 337 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 K 26'-8" K 6' 17'-7" 23 C 17'-7" 31 G 16'-9" 22 C 16'-9" 31 G 18'-4" 23 C 18' T' . • ?? G ,_ 23'-8" 25 E 23'-8" 33 H 25'-1n" 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 1 24'-4" 29 23'-9" 36 J g,_8„ 7, 16'-14,-0" 225 C 16'-1'3'-8" 331 G 15'-14'-8" 226 C 15'-1'4,x., 331 G 17'-116,-1" 226 E 17'-115,-8" 332 G 22'-zo'-8" 229 E 22'-20,-2" 334 H 24'-22'-7" 229 E 24'-22,-1" 335 " 7' 1 J 8'-6" 8' 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'- 3 I -I 22'- 21'-2" 230 E 22'- 20'-8" 334 H $ 5 13'-1" 26 C 12'-9" 30 13'-9" 26 13'-6" 31 15'-1" 27 14'-8" 32 19'-4" 29 8'-10" 34 I 7,_7„ 9' 24 - 14'-4" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15'-1" 31 G 19' 4" 27 E 19'-07'-10" 3 I -I 21'- 20'-0" 231 E 21'- 19'-6" 334 H 9' LL '-4" 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13'-10" 31 H 18'-3" 30 33 1 6'-9„ 1 p, PIT -8" 227 E 13'-8"1 330 G 13'-12-4" 227 E 13'-12'-1' 330 G 14 228 E 14'-313,-2" 331 H 18'4" 230 E 18' 4'7,-0" 3 H 20'-118,-0" 231 E 20'-118,-6" 333 H 10' '-8" =6" H 13'-6" 7, 4„ 33 I 6'-2" 11' 25 E 13'-1" 31 H 12'-6" 25 E 12'-6" 31 G 13'-8" 25 E 13'-8" 31 H 17'-7" 28 E 17'-7" 33 H 19'-2" 28 E 19'-2" 34 I , 11 O '-2" 27 11'-0" 30 11'-9" 28 11'-6" 30 H 12'-10" 28 12'-7" 31 16'-7" 31 16'-2" 33 18'-1" 32 17'-8" 34 r 5, 8,. 12, 12'-6'O-8" 227 E 12'-6"p,-6" 330 H 12'-0"1'-3" 228 E 12'-0"1'-1" 31 H 13'-112 229 E 13'-112,-1" 332 H 16'- 231 E 16'-9"5'-6" 333 H 18-417,-4" 232 E 18'- " 334 I 12' 4 5'-10" 1 p„ I ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID _ = MAX.COL. SPACING ¢ _ o ¢ j o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN• MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. 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 (2).(3) (SPAN)' (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13-7" 5' 18 4" 23 C 18'-3" 33 H 18' 4" 23 C 18'-0" 33 H 20'-1' 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28'-4" 26 E 27'-3" 37 K 5 O 15'-1" 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17' 4" 26 17'-1"--:35 1 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 r11'-4" 6, 16'- 225 C 16'-9"3'-6" 332 G 16'-9'4,-7" 226 C 16'-6'4,-3" 333 G 18'i5'-10' 226 C 18'-0"5'-7" 334 H 23'-20'-6" 229 E 23'-20,-1" 336 1 25'-122' 230 E 2521-10" 337 J 6' 3'-10" H K 4" K f 9'-8" 7' 15'-7" 24 C 15'-6" 31 G 15'-7" C 15'-3" 31 G 17'-1" 25 E 16'-8" 32 G 22'-0" 27 E 21'-6" 34 H 24'-0" 28 E 23'-6" 35 I , 7 12'-9" 26 12'-7" 32 13'-6" 13'-2" 32 14'-9" 27 14'-6" 33 H 19'-0" 29 18'-7" 35 1 20'-9" 30 20'-3" 36 K J 8'-6" 8' 14'-7" 25 E 14'-6" 31 G 14'-7" P25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 H 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I , 8 12'-0" 26 C 11'-9" 31 12'-8" C 12'-4" 32 13'-10' 28 13'-6" 32 17'-9" 30 17'-4" 35 I 19'-6" 31 19'-0" 35 W „ 7 -79 , 13'-9" 25 E 13'-8" 30 H 13'-9" E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 19'-4" 28 E 19'-0" 33 H 21'-2 29 E 20'-8" 34 H , 9 Ll 11'-4" 27 11'-1" 31 G 12'-0" 11'-8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31 16' 4" 34 18'-4" 32 18'-0" 35 I . U) 6'-9" 10' 13'-1" 26 E 13'-0" 30 H 13'-1" 26 E 12'-9" 30 H 14'-3" 26 E 14'-0" 31 18'-4" 29 E 18'-0" 33 H 20'-1" 30 E 19'-8" 34 H 10, U 10'-9" 27 10'-7" 30 G 11'-4" 28 - 11 7 31 12'-4" 29 12'-1" 31 H 16'-0" 31 15'-7" 34 17'-4" 32 17'-1" 35 I 6-2' 12'-6" 11 26 E 12'-6" 31 { 12'-6" 26 E 12'-2" 31 H 13'-8" 27 E 13'-4" 31 H 17'-7" 29 E 17'-2" 33 H 19'-2" 30 E 18'-9" 34 I 11' CD 10'-3" 28 10'-1" 31 0'-10' 28 10'-7" 31 11'-10' 29 11'-7" 31 15'-2" 32 4'-10" 33 16'-7" 33 16'-3" 34 or' 5 _8„ 12, 12' 9'-10" 228 E 1'-? 331 H 12'-0"0 229 E 11'-8"p,-1" 331 H 13'-111 230 E 12'-9"1'-1" 331 H 16'-94 332 E 16'-6'4,-3" 3 I 18'-4'5,-10 333 E 18'-015,-7" 334 I 12' g,-8" -4" -4 _7" 33 z a C:) W CNI (D N to ori 2 LLJ 0-3 co a; i d0 �w>- QCD ZU') coCD O (=)(n o CD clN rn CO QRofEssicwyt �c,, S58 5 2 - 1 , OF CA0'i 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MORA DATE DESCRPTWN 4 STEL JOB # 16.1071 DATE 03-09.16 DRAWN BY AT 0. CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 17 17 OF 50 SHEETS 2 0 3 0 4 0 5 0 6 0 7 0 8 .032" ALUM, 3" SQ.0.032" ALUM. BEAM ,- 1W/ 12 GA. STL. "U" CHANNEL C ASTM A653 SS GRADE 50 G60 L U C BEAM TYPES 032° 6.5" .042 MAX. (-,')DBL. 2"x6.5"x0.032" ALUM. ALLOY 3004 H36 OR EQUAL (--,)DBL. 2"x6.5"x0.042" v ALUM. ALLOY 3004-1-136 OR EQUAL � DBL. 3"x8"x0.042" BEAM ���ALUM. ALLOY 3004-H36 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES -a EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 9 1/4" MINIMUM. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS V] 8.,o- 0.042" TYR 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL T=12 OI 14 GA. ASTM A653 S: GRADE 50 G60 3"x&W.042" BEAM W/ 14 GA. STL. INSERT 1V1 ASTM A653 GRADE 50 G60 3"x8"0.042" BEAM W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. U T=12 OR 14 GA. ASTM A653 SS GRADE 8.0" 50 G60 042" TYP r DBL. 3" 8"x0.042" BEAM 0 W/ DBL. 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 DBL. 3"x8"x0.042" BEAM P W/ DBL. 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. O .N r I r ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ.x0.032" ALUM. BEAM DBL. 2"x6.5"x0.032" OR K 3"x8"0.042" BEAM W/ 12 GA. STL. "U" CHANNEL ATTACHED 19 E 11'-0' ATTACHED H ATTACHED FREESTANDING ATTACHED FREESTANDING B MAX.COL. Fo MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX.POST MAXPOST FrG. MIN. j SPACING SPACING ON SLAB �_ m 3 SPACING (IN.) POST SPACING (IN.) SPACING SPACING POST FOR DBL. FOR 3"x8" (IN.) SPACING SPACING POST FOR DBL. FOR 3"xB" (IN.) POST 23 (2).(3) POST (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6.5"x0.032" BEAM (1) TYPE 2"x6.5.4.032 BEAM (1) TYPE FOR 3"x8" 13'-7" 5' 16'-9" 15 B 14'-7" 29 G 14'-1 " 15'-4" B 15 14'-1 15' 4" 28 G 5' TYPE 2"x6.6'x0.032" 16'-9" 17 1 () 14'-7" 31 H 4'-10" 15' 4" BEAM 17 14'-6" 15'-1" 30 BEAM 1- 11'-4" 5' 15'-3" 16 B 13--Y 230 G 13'-713'-7' 14'-1 B 117 13 -713,-3" 14 -113'-9" 229 G 6' B 6' '-3" 8 15'-4" 3'-3" H 4•-1 " 5' G H 16 4' 9'-9" 7' 14'-14'-2" 168 B 12 230 G 12'-712.7 13'-113'-1" B 1-7 12'-712-3"13-112-9" 229 G 7 14'-7" 31 14'-2" 33 2,� 32 11'-4" 6' B 13'-3" 8'-6" 8' 13'-3" 16 B 11'-7" 29 G '-3" B 16 11'-9" 12'-3" 28 G 8' 6' G 13 -3' 19 15'-0" 11'-7" 29 -9„ 13'-3" 18 11'-6' 12'_p" 28 I 13'-4" 7 -7" 9 12'-7" 17 C 11'-0" 29 WV-2"l G1'-7" B 16 11'-2" 11'-7" 29 9'-9117. 9' 14'-2" 1 12'-7" 19 12'-4^2 29 G 12 -712 18 0'-10 11'-3"28G6'-10" B 169 12'-712 10' 12'-02 1 (� 10' 4 p,�„ 330 G B 169 10'-71 11,011-p 229 G 10' 4' -0' 1 g -4 J 1 -0" =7" p•-3" -8" -7" 6'-2" 11' 11 4 17 C 9'-10" 30 10'-1" 10'-6" H B 17 10'-1" 10'-6" 29 G 11' 11'-9" 12'-3" 11'-4" 20 17 9'-10" 30 10'-1' 10'-6" 28 19 9'-10' 10'-1" 29 8' 5'-8" 12' 10'-10',10" 1 C 9'-6" 3 9'-8^ 9 -8" C 119 91-1: 9 -8 229 12'-1" 11'-4" 19 11'-2" 20 30 9'-6" 30 9 -8" 9'-8" T 9'_6 9'-2" 12'-7" 18 >- ATTACHED 19 FREESTANDING 11'-0' ATTACHED H FREESTANDING FREESTANDING B MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST SPACING MAX.POST SPACING FTG• MIN. MAX.POST SPACING MAX.POST SPACING FTG, MIN. MAX.COL SPACING �F � o Do ON SLAB . m � SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR 3"x8" (IN.) POST FOR DBL. FOR 3"x8" (IN.) POST TYPE m (2).(3) F (SPAN) I (1) TYPE SPAN (SPAN) (1) TYPE 2"x6.6'x0.032" BEAM 1 () TYPE 2"x6.5"x0.032" BEAM 1 () BEAM 1- 13'-7" 5' 16'-9" 16 B 14'-7" 31 H 14'-: " 15' 4" B 15 14-1 15'-4" 30 G 5' G H 16 4' 18 15'-0" 14'-7" 33 J 14'-8" 15'-2" 14'-4" 18 14'-1" 14'-7" 31 14'-2" 33 HI 32 11'-4" 6' B 13'-3" 30 H 13'-7" 14'-1" B 16 13'-7" 14'-1" 29 G 6' G 9'-6" 15'-0" 19 -9„ 13'-3" 32 I 13'-4" T-10' 2 18 2'-10" 13'-4" 31 0,- 9'-9" 9'-9117. 14'-2" 1 B 12'-4^2 231 G 12 -712 13 -12'-10' B 169 12'-712 13 -1;'2,x, 230 G 7 G 7' -10" 19 -9 ; 4' I -4 J -2" =7" -0" -7" 1„ 8'-6" 8' 13'-3" 17 B 11'-7" 29 G 11'-9" 12'-3" B 17 11'-9" 12'-3" 28 G 8' 13-07 20 11'-10' 11'-7" 31 H 11'-8" 12'-1" 11'-4" 19 11'-2" 11'-7" 30 11'-3" 31 T 9 12'-7" 18 C 11' 0" 29 G 11'-2" 11'-7" B 17 11'-2" 11'-7" 29 G 9' -T' 12'-3" 20 11'-0" 30 H 11'-0" 11'-4" 20 10'-7" 11'-0" 29 6'-10" 10' 12'-0" 18 C 10'-4" 30 G B 17 10'-7" 11'-0" 29 G 10' 11'-8" 21 10'-4" 30 H 10'-6" 10'-9" 20 10'-1" 29 6'-2" 11 11'-4" 18 C 9'-10" 30 H 10'-11 10'-610,-3" B 120 10 -1 "9 10'-6"9 229 G 11' 11 -2' 21 9'-10" 30 p -0" -7 -6" 5'-8" 12' 10'-11 1 C 9'-6" 331 H 9`8 9 -8 C 1 21 9' -8" 9- -8 230 G 12' p =8" 21 9 6„ 9' 7 9'-4" 9'-2„ 8'_9" >- ATTACHED 19 FREESTANDING 11'-0' ATTACHED H 11'-2" FREESTANDING B > _ MAX.COL. SPACING 1Q 1=- � �_ MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST MAX.POST FTG• MIN. MAX.POST MAX.POST FTG • MINdn c ON SLAB m SPACING ' (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR 3"x6" (IN.) POST SPACING FOR DBL. SPACING FOR 3°x8" (IN •) POS 11'-0" (2),(3) 18 SPAN (SPAN) (1) TYPE (SPAN) SPAN (1) TYPE 2°x6.5"x0.032" BEAM 1 () TYPE 2"x6.5"x0.032" BEAM 1 () TYP 10'-2" 13'-7" 5' 16'-9" 17 B 14'-7" 32 1 14'-1 ' 15'-4" B 16 14'-1 15'-2" 31 G H 10'-1" 10'-6" 15'-0" 19 10'-1" 14'-7" 34 J 14'-4" 14'-10' 19 13'-8" 14'-2" 33 HI 32 11'-4" 6' 15'-1'3 120 B 13'-1"3, 334 1 13 -713'-1" 14--113'-7" B 1 13'-712,-6" 13'-1 - 332 G 9'-6" 3 H -9„ 9'- 8 C 3„ 9' -8" J 2 G 12' 9 0,- 9'-9" 22 9'-9" 7' 14'-12 1 B 12-42 333 H 12'-712 13 -112 B 120 12'-711 12 -1 2. 331 G 7' -9 ; 20 4 J -2" =7" -7" 1„ 8-6" 81 13'-3" 18 B 11'-7" 30 H 11'-9" 12'-3" B 18 11'-9" 12'-1" 29 • 11'-10' 20 11'-7" 32 J 11'-4" 11'-9" 20 10'-10" 11'-3" 31 Ok 7'-7" 9 12'-7" 19 B 11'-0' 30 H 11'-2" 11'-7" B 18 11 -2 11 -4 29 G 9' 11'-3" 21 11'-0" 32 I 10'-9" 11'-2" 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 (� 10' 10'-8" 21 B 10'-4" 32 G 10'-2" 10'-7" 21 9'-9" 9'-10" 30 6'-2" 11' 11 -4" 19 C 9'-10" 30 H 10'-1" 10'-6" B 19 10'-1" 10'-3" 29 10 -2 22 9'-10" 32 I 9'-9' 9'-10' 21 9'-3" 5'-8" 12' 10'-1 20 C 9'-6" 3 H 9 -8 9'- 8 C 122 9' -8" 9'-4°8 2 G 12' 9'-9" 22 9 -6" 33 J 9'-4" 9'-1 „ 9'-0" -3 31 00 2 CD 4 CD N cD Lc) '2 Amo V Cn 2 �Um W p i Lu U-1 uw>- Q Z Lon M O In coo o N . rn Q�pFESS I(� S5885 - 1 OF CAl \FOS 03-11-16 DURALUM IAPM0 0195 AHJ APPROVAL REVISIONS mw DATE DESCRFTIDN B • 16-1071 03-09.16 DRAWN BY AT WICKED GM LATTIC ATTACHED & FREESTANDING BEAM SPANS, 10 PSF LI, 110-130 MPH SH - 34 34 OF 50 SHEETS .. - 7 0 8 6 0 N n e r " ATTACHED &FREESTANDING LATTICE COVERS 10;PSF LIVE LOAD -_1 ..10,.120, 130 MPH - EXP_._B_& C� 1 3x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3x8"x0.042" BEAM DBL-3"x8"x0:042" .BEAM W/ DBL. 14 GA. STL. INSERT DBL. 2"x6.5"x0.042" W/ 14 GA. STL. INSERT J SEL��� 0 M 0 } ¢_ ATTACHED FREESTANDING ATTA CNEO FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING } ¢ _ = SPACING � o_ MAx.POST FTG. MIN, MAx.POST FTG. MIN, MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG.MIN.ON SLAB 00 �SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (INPOST SPACING POSTSPACING (IN.)POST(2)(g)H(SPAN) (1)TYPE (SPAN) (SPAN)TYPE (SPAN) (SPAN) (1)TYPE (SPAN) (1) TYPE (SPAN) (1)TYPE (SPAN)(1TYPE (SPAN) TYPE (SPAN)TYPE (1)TYPE (1)TYPE 13'-7" 5'18'-0"15B18'-0"29G21'8"16B21'-8"31G20'-9"16B20'-9"31G22'-8"17B22'-8"31G29'-2"C336H518'-0'1817-6'3121'-8"1921'-2" LFTG�MIN.MAX.POST z 3320'-9"1820'-2"33 H22 -8"1922'-1"33H29'-2" -4"16B16' -4"29G 19' -9"17C19' -9"30G19' -0"17B19' -030G20' -8"17C20' -8"31G26'-8" E 26'- 335 H 6' r' 616' 16'-4' 18 16'-0' 30 19'-9" 19 19'-3" 32 19'-0" 19 18'-6" 32 20'-8" 20 20'-2" 32 26'-8" 21 26'-0" I � 9._9.. Z, 15'-2" 16 B 15'-2" 29 18'-4" 17 18'x" 30 17'-7" 17 C 17'-7" 30 G 19'-2" 18 C 19'-2" 31 G 24'-8" 19 E 24'-334 H 7' 0 15'-2' 19 14-10" 30 G 18'-4" 20 C 17'-10' 31 G 17'-7" 19 17'-1" 31 19'-2" 20 19'-2" 32 24'-8" 22 J 8'-6" 8' 14'-3" 29 17'-2" 18 17'-2" 31 16'-6" 18 16'-6" 31 18'-0" 18 C 18'-0" 31 -3- G 23'- 222 E 23'-2" 333 Fi 8' B 13'-10' 29 G 17'-2' 20 C 16'-9' 31 G 16'-6" 20 C G 18'-0' 21 18'-0" 23'-2' 2 -/ J 9' 3"17 13'-6" 30 16'-3" 18 16'-3" 31 15'-6" 18 15'-6" 31 17'-0" 18 17'-0" 32 20 21'-1 34 H6'-10..10' 9' _7„ C13'-1'30 �16'-3"21E15'-9"31G15'-6"20C15'-2"3G17'-0"21E17'-0" 31G21' -0'23E21'-3"34 � 3 12'-912 330 15'-4" 1 15'-4 332 14'-9 121 14' 9 32 16'-1� 121 E 16 -1" 32 G 20'-9" 20 E 20'- Zp 334 H lo' C -6 G 5'�" 21 E -1" 15'-l" (� 4 E 4 -4 �j 6,-1" 16'-1" 32 20'-9" 23 -2" 12'-2" 18 12'-2" 31 14'-8" 19 14'-8" 32 14'-1" 19 14'-1" 32 15'-4" 19 E 15'-4" 32 G 19'-9" 21 E 19'-9 334 O 12'-2' 20 C 11'-10" 30 G 14'-8" 21 E 32 G 14'-1" 21 E 13'-8" 32 G 15'-4" 22 32 19'-9" 24 9'-3" 11'-811-41 120 C 11'-811`4'. 331 14'-114,-1" 122 14'-113.-9" 332 13'-63 121 E 13'-6"3.-2" 332 G 14'-9'4'-9" 122 E 14'-9"4'-9" 333 F'I 19'-0'�9,-0" 224 E 335 I 12' Cj E G 6" n ATTACHED FREESTANDING ATTACHED } FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING a = 4 = �j0 MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MINI •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. jo SPACING ON SLAB � � (IN.) POST SPACING (IN.) POST ~SPACING (IN.) POST I SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � (2) ^SPACING (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 (g) F 1 13'-7" 5' 18'-0" 16 18'-0" 31 G 21'-8" 17 21'-8" 33 9" 17 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 19 C 29'- 337 I 5' O 17'-8" 19 B 17'-0' 31 H 21'-4" 20 B 20'-7" 34 H 20'-4" 20 B 19'-8" 34 H 22'-4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" K N_ 11'-4" 16'-4" 17 - 10'-4" 30 19'-9" 18 19'-9" 32 r 19'-0" 18 B 19'-,^," -.-- ..3? G. 20'-8" �18 C 20'-8" 32 G 26'-8" 20 E 26'-8" 35 8• r 6' 16'-2" 19 B 15'-7' 30 G 19'-7" 21 C 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'-4" 21 H 26'-3" 23 25'-3" 36 K � 9'-9" 15'-2" 17 15'-2" 30 18'-4" 18 18'-4" 31 G 17'-7" 18 C 17'-7" 31 G 19'-2" 19 C 19'-2" 32 G 24'-8""4, 20 E 24'- 336 H 7' Z' 15'-0" 20 B 14'-4" 30 G 18'-1" 21 C 17'-4" 33 H 17'-3" 21 16'-8" 33 18'-10' 21 33 H 2-4" 23 2,3'-6" I J 8'-6" 14'-3" 18 B 14'-3" 1 T�2" 19 T-2" 31 16'-6" 18 16'-6" 30 19 C 18'-0" 31 G 23'-2" 21 E 23'- 22 335 H 8' s 14'-1' 20 C 13'-6" G 17'-0' 22 C,1 16'-3' 32 G 16'-2" 21 C 15'-7" 32 G 17'-8" 22 --17'-l"'33 H 22'-9' 24 -0 I J, Z�_Z,� 9' 13'-6" 18 13'-6" F 16'-3"1916'3"3115'-6"1915'-6"3117'-019 17'-0" 32 21'-1 21 E0' 21'-134H9' � G16'-0"22E32G15'-3"22�'14'-8"32G16'-8"22E16'-1"32G21'-6" 24 -8"34I 13'-3"21C12'-9' 6'-10" 18C12'9" 15'-4" 19 15'-4" 32 14'-9" 19 14'-9" 31 G 16'-1" 20 E 16'-1" 32 G 20'-9" 21 E 20'-9 334 Fi 10' 1p'12'9" 12'-7" 21 G 15'-2" 22 E 14'-7" 31 G 14'-6" 22 E 14'-0" 31 15'-10' 23 15'-3" 32 20'-4" 25 19-8" 6'-2" 11' 12'-2" 19 12'-2" 31 14'-8" 20 14'-8" 32 14'-1" 19 14'-1" 32 15'-4" 20 E 15'-4" 32 G 19'-9" 22 E 19'-9"8'-9" 334 I 11' O � 12'-0" 21 C 11 -7 30 G 14 6 23 E - G 14 0 32 13 10 23 E 13'-411 31 G 15 2 23 14'-7" 32 H 19'-6" 25 5'-8.. 11'-8"1'-6" 122 11'-811 331 14--l" 223 14'-113'-4" 332 G 13'-6"3.-3" 223 13'-6"2,-9" 332 14'-9'4.-6" 223 E 14'-9"4'-0" 332 H 19'-0'8'-8" 226 E 19'-0"8'-0" 334' I 12' 12' C G -10' E H E `j ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTANDING _ MAX.COL. <= ~ o.. a j o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. SPACING E2 SPACINGI . (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) -MIN. POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � �y �(2) (g)�a �I (SPAN) (i) TYPE (SPAN) (�) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ( 1) TYPE (SPAN) (�) TYPE (SPAN) (�) TYPE (SPAN) (y) TYPE (SPAN) (�) TYPE (SPAN) (�) TYPE � '�'" .• • 18'-0" • " '17 17'-8" 33 G 21'-8" 19 21'x" 34 H 20'-9" 18 20'-4" 32 H 22'-8" 19 B 22'-4" 35 I 29'-2" 20 C 28'-9" 37 5' __'17'-3' B B K B 19'-1" 34 I 21'-10" 21 C 20'-10' 36 K 28'-2" 23 E 6'-10' 39 20 16'-6' 34 H 20'-10' 21 20'-0" 36 20'-0" 21 61 16'-4"' 18 16'-2" 32 G 19'-9" 19 19'-7" 33 H 19'-0" 19 B 18'-8" 32 H 20'-8" 19 C 20' 4" 34 H 26'-8" 21 E 26'- 24'-7" 338 K 6' � x..15'-10" 20 B 15'-1' 33 H 1" 22 C 18'-3" 35 I 18'-3" 21 C 1T-6" 33 I 20'-0" 22 19'-1" 36 I 24 � 9 ��� � 15'-214,-8' 121 g 15'-0'4.-0" 333 G 18 222 18'-16'-10' 334 17'-71'7 122 17'-16'-2" 333 G 19 223 C 18'-10" 335 H 225 E 24'-4" 337 ! 7. H � 7'-8" C H 0" C H 1'8'-6" 124 8" 23'-10' 2'-9" K i 8'-6" 8'v y14'-3" 19 B 14'-1" 31 17'-2" 20 17'-0" 32 G 16'-6" 20 C 16'-2" 30 G —32 18'-0" 20 C 17'-8" 33 G 23'-2" 22 E 22'-9" 35 I 8' --13'-9" 21 C 13'-1" 32 G 16'-7' 23 C 15'-10' 34 H 5'-10" 22 15'-2" .23 17'-4" _:;;2 3 16'-7" 34 H 22'-3' 25 21'-3' 37 K --7-!=7 _9 -' 13'-6" 19 C 13'-3" 30 G 16'-3" 21 E 16'-0" 32 G 15'-6" 20 C 15'-3" 31 G 17'-0" 21 E 16'-8" 32 G 11 21'-1 23 E 21'-6" 34 H 9 �'- 13'-0' 22 12'-4' 32 15'-8" 23 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16' 4" 24 15'-7" 34 H 21'-1" 26 20'-1" 36 K 6'-10" 10' 12'-9" 20 12'-7" 15'4" 21 15'-2" 32 G 14'-9" 21 14'-6" 31 16'-1" 21 E 15'-1 32 Fi 20'-9" 23 E 20'-4" 34 H 10' 12-3 C G E E G 24 14'-10'33261936 I 22 11'-9' -10'21-2"33H-2"23-7"3115'-7" ��12'-2" 6-2 11 20 C12'-0" k 14'-8"21E14'-6" 32 H 14'-1213'-10" 32G15' -4"22E15'-2" 32Fi19'-9"2319'-635O 11'-9'23 11'-3' G14'-2"2413'-7"32 G 1-7" 24 13'-0" 31 14-10" 24 14'-2" 3319'-1"27 18'-2"35 5._8..12.11'-81,'-3'223C 14'-113,-7" 224 _P1 3'-113,0" 332 13'-6"3.-0" 224 13'-12'-0" 332 H 14'-9 225 E 14'-61-- 332 H 119' G E H E G 4.-2" 3,-7" N 2 N co Lo ) . 2 w�CLU � u W o V w> - U Q O M co o C/) o rn QRpFESS I(�4 o S58 5 OF CpL�F�� 03-11-16 DURALUM IAPMO 0195. AHJ APPROVAL REVISIONS MARK DATE DESLRPfIDN 4 STEL JOB # 16-107 227 E 12' 8'-3" 1 DATE 03-09-16 DRAWN BY AT CHECKED GM LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 OF 50 SHEETS ATTACHED & FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ATTACHED FREESTANDING MAX.POST FTG. MIN. MAX.POST FTG. MIN. Z MAX.COL. SPACING o j p ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST m 3 (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 32'-0" 19 E 32'-0" 34 H 5, Z Q 32'-0" 21 31'-2" 36 K r 11-4" 6' 29'-2" 19 E 29'-2" 33 H 6 r 29'-2" 22 28'-6" 36 I 9'-9" 7 27'-1" 20 E 27'-1" 33 H 7 27'-1" 22 26'-4" 35 I J 8'-6" 8 25'-3" 20 E 25'-3" 34 $, 25'-3' 23 24'-8" 34 J 7,_7„ 9' 23'-1 " 21 E 23'-1 35 I 9' LL 3'-10" 23 23'-3" 34 H 6'-10" 10' 22'-8" 21 E 22'-8" 35 10' U) - 22'-8" 24 22'-1" 35 6'-2" 11' 21'-8" 21 E 21'-8" 36 11' Q 21'-8" 24 21'-1" 35 r „20'-8" 5 -8 12'20'-8" 22 E 20'-8" 36 K 12 25 20'-2" 36 J ATTACHED FREESTAND/NG MAx.POST FTG. MIN. MAKPOST FTG. MIN. = MAX.COL. SPACING 12 jp ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST m 3 (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE F 13'-7" 5' 32'-0" 20 E" 32'-0" 36 K 5' Q 32'-0" 23 30'-3" 38 N f 'r 11'-4" 6 29'-2" 20 E 29'-2" 35 I , 6 29'-2" 23 27'-8" 37 K 7 27'-1" 21 E 27'-1" 35 1 , 27'-1" 24 25'-8" 37 K J 8'-6' 8 25'-3" 21 E 25'-3" 34 H , 8 25'-3" 25 24'-0" 36 K J 7 -7' , 9 23'-1 22 E 23'-1 35 I I 9 ILL 3'-10" 25 22'-0" 35 6'-10" 10' 22'-8" 22 E 22'-8" 35 10' 22'-8" 26 22'-1" 35 6'-2" 11' 21'-8" 22 E 21'-8" 36 I 11' Q 21'-8" 26 21'-1" 35 r 5 -8' 12 20'-8" 23 E 20'-8" 36 K 12 20'-8" 26 20'-2" 35 ( = ATTACHED FREESTANDING MAX.POST FTG. MIN, Z SPACING Q �o MAX.POST FTG. MIN. �jb¢ Q•• ON SLAB m SPACING (IN.) POST SPACING (IN.) POST mc�2� (2). (3) Fr (SPAN) (1) TYPE (SPAN) (1) TYPElf{ 13'-7" , 5 32'-0" 21 E 32'-0" 38 K , 5 O 32'-0" 24 29' 4" 40 M 11-4 „ 6 29'-2" 22 E 29'-2" 37 IK 6� 29'-2" 25 6'-10" 39 9,_9„ �, 2T-27'-1" 225 E 1 K� J 8'-6" I 8 25'-3" 23 E E "' J:: -- W ,— 25'-3' 26 K 7'-7" 9' 23'-1 23 E 1 9' LL 3'-10" 26 -OK U) 6'-10" 10' 22'-8" 24 E 22'-8" 35 1 10, 27 0'-10" 36 K 6'-2 „ 11 21'-8" 24 E 21'-8" 36 I , 11 O 21'-8" 27 9'-10" 36 K r 5'-8" 12' 20'-8" 24 E 20'-8" 36 J , 12 20'-8" 28 19'-1" 36_J4_1 ( N LN CD Lo Z LU m co o W Urn O UJ Li uw>- Q Z Lo O O rn QRpf ESS Iq�! o S5885 - - 1 OF CAI.\F�� .03-11-16 DURALUM IAPM0 0195 AHJ APPROVAL REVISIONS DATE DESCRIPTION Ir r u 6TE 16.1071 DATE 03-0316 DRWBY AT CHECKED GM LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 36 36 OF 50 SHEETS J M D V V C t D 2 0 3 O a O s 0 6 0 7 0 B Eessiono/Fn Q�pFESS/pN Q�OFESSIp�I `N K• RoSFA P`' STRUCJ-"R� 'uj 06 Y\F y 49725 LICENSED ` DUSTIN o C 72487 m S 5885 " PROFESSIONAL LL No. 9466229-2203 K GIN ER O * EXP. ,t - No. O R I o Ipi /BONA U•5'�1� FUFCA11Fp� OF CAI�F� q / UgTE re 3 06_3 FkP 3/ 3 1 1 11 ���.� QROF_ESSIOryq '''•. .�` �N K:.ROS' G\NEE 62046LO "EP DUSTIN K. to�O]DUSTIN ROSEPINK'RosEPINK oo020550 Exp.,v3v,7 i�\`��1\` /ONAL °• 019x6 /ONAL ORTH pA�O�P X111111111 16 �P•12/311 °gal Eng/he �CSS\p�L ANG/ �,\ N CA /�o�/,,�, G E FFSsi i K. ROSFAr �• Sys K R e�� O� �pE NSF �O'•OFESS/p�.,'�-9 G`� �NOSF C-1- 81971 . CT 2� JLi 12202 A� J Q � SEAL = � 81971 PE � yP 0 � 2� 16508 NK. iN K. ROs� ONALE� y o M \N, N ROSE ''111111111` — OF MIS �4.5�!_ aS'OJ C7 DUSTIN 'pt ROSEPINK 10 AL W Nc-0 L"; W u rn m W p LLU uw>_ � CD � r co Cf) L6 O cf)_ O ' CV O Q�FESS IOyvyl o S 5885 - 1 03-11-16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS Muwc Dam DescnwrIor+ 4 STEL JOB # 161071 DATE 03-09- 16 DRAWN BY AT CHECKED GM ADDITIONAL STATE LICENSURE STAMPS SH - 50 50 OF 50 SHEETS