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BPAT2016-0015
178-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BPAT2016-0015 Property Address: 79260 ROSE DAWN APN: 600420047 Application Description: TERRY WEBER / PATIO Property Zoning: Application Valuation: $2,200.00 Applicant: ANILOM INC DBA GOLD STAR CUSTOM PAINTING 77-682 COUNTRY CLUB DR STE H SUITE F363 ' PALM DESERT, CA 92211 c&t�p 4 4 Q91Az COMMUNITY DEVELOPMENT DEPARTMENT r-. _ N.G_P_ERMIT IAA 2 b 2016 CITYOFLA QU(M'q~ COMMUNITYDEVELOPmENTDERARTA4ct,lT 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 3 C51 License No.: 8556 Date: �Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_J 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). () I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Owner: HARRISON BARTH , 92253 11111111111111111111 03 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/29/2016 Contractor: ANILOM INC DBA GOLD STAR CUSTOM PAINTING 77-682 COUNTRY CLUB DR STE H SUITE F363 PALM DESERT, CA 92211 (760)574-1043 Llc. No.: 855623 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 oftrk for which this permit is. issued. 1W I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:- Polity 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 C II forthwith comply with those provi ions. Date: �l Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relafing -o 7rilding construction, and hereby authorize representatives of this city to a �upon-tYe above-mention�d property for inspection purposes. Date: :p k Signature (Applicant or Agen . FINANCIAL •i. DESCRIPTION ACCOUNT QTY. AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SERVICES 101-0000-42403 0 $96.68 $96.68 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE . SERVICES PC 101-0000-42600 0 $48.36 $48.36 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE Total Paid for ELECTRICAL: $145.04 $145.04 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN PC . 101-0000-42600 0 $95.72 $95.72 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.50 3/29/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERNON MOLINA DEBIT R14302 RSE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.50 TOTALS: Description: TERRY WEBER / PATIO CONDITIONS Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 3/29/2016 RSE ENGINEERED - OPEN Approved: Parcel No: 600420047 Site Address:'79260 ROSE DAWN LA QUINTA,CA 92253 Subdivision: TR 31311 Block: Lot: 74 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $2,200.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ANILOM INC DBA GOLD STAR CUSTOM PAINTING Details: 128SF PATIO COVER AT REAR YARD WITH 4 LIGHT AND FAN [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. CA ADDITIONAL SITES CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI. CITY STATE ZIP PHONE FAX EMAIL APPLICANT ANILOM INC DBA GOLD STAR CUSTOM PAINTING 77-682 COUNTRY CLUB DR STE H PALM DESERT CA 92211 CONTRACTOR ANILOM INC DBA GOLD STAR CUSTOM PAINTING ' 77-682 COUNTRY CLUB DR STE H PALM DESERT CA 92211 OWNER HARRISON BARTH 92253 FINANCIAL INFORMATION Printed: Tuesday, March 29, 2016 10:16:18 AM 1 of 2 �w�'je� L7 63 iJ l.J SYSTEMS PARENT PROJECTS Printed: Tuesday, March 29, 2016 10:16:18 AM 2 of 2 CRF SYS'!(: ti1S CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0. $1.00 $1.00 3/29/16 R14302 DEBIT VERNON MOLINA RSE Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: SERVICES 101-0000-42403' 0 $96.68 $96.68 3/29/16 R14302 DEBIT VERNON MOLINA RSE SERVICES PC 101-0000-42600 0 $48.36 $48.36 3/29/16 R14302. DEBIT VERNON MOLINA RSE Total Paid for ELECTRICAL: $145.04 $145.04 PATIO COVER, STD, 101-0000-42404 0 $97.17 $97.17 3/29/16 R14302 DEBIT VERNON MOLINA RSE OPEN PATIO COVER, STD, 101-0000-42600 0- $95.72 $95.72 3/29/16 R14302 DEBIT VERNON MOLINA RSE OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.50 3/29/16 R14302 DEBIT VERNON MOLINA RSE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.50 TOTALS: PARENT PROJECTS Printed: Tuesday, March 29, 2016 10:16:18 AM 2 of 2 CRF SYS'!(: ti1S Bin # City of La Quin to Building 8Z Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 (� Building Permit Application and Tracking Sheet Permit # ➢�� Zd �h' OD Project Address: 'A.) Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Co ntr actor: �GL l� Tele h ne• Po . Address:Z �b ��. ProjectDescription: City, ST, Zip: Telephone: 6 S7 — 7 0 _ State Lic. # City Li,. #: Arch., Engr., Designer: Address: City., ST, Zip: h le one: TeP ........... ...... e• ccu T Construction YP Occupancy: P Y• ic. # Stote (circle one)•New Add'n Alter Repairair Demo ProJectnPec Name of Contact Person: Sq. Ft.: �,Z�j # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project. APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviesved, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" 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 IiOUSE:- lr! Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees Watercolors at La Quinta Homeowner Association Architectural improvement APPUCAMON AND REVIEW FORM Lot Number-"- Owner Name - -Date-�-- 3A� �6 ��=��; -�'��,�- �= �-��-,�i�o) l� 1428 �3 Property Address?- ���3 -tom- hone number -- P rhl �� Email address (if you have one)��-t-or- 1- - Nature of Improvement ----,� ------------------------------ --------- - r -r) 8F_ F_ 04 GUDab //? eT - W 14 -rim) �fL o20%d, Color, If applicable---- ------------- stI a e Start11 &wog, c 17-y P&2✓* Dimensions, if applicable--/----------------------------------------------,q�P/�2o✓ vo - Construction materials, if applicable____________ ______ ___ __-____— � ____________ � a nV-- Pkv GO Supplier/Vendor------_ v�_-- ___--!_____�.�___.�gpprox. Cost----- �,--7-D0 Attach an additional page for description, if necessary. One set of plans are required, if requested improvement requires a building permit or a picture of the improvement, if more appropriate. If construction is involved, the owner is responsible for obtaining City of La Quinta permit to do the work. There will be a $25 transaction fee payable to DRM. Onlv if a City of La Quinta permit is required. Examples of no fee requests are, but not limited to the following: painting, of garage doors, house doors, house Areen doors, patio gates, installation.of satellite dish and other items Owner Signature:------V-f-"--- ' ` d�/"` ---`'=------ --- ---- ---------- ------- Requested Application shall be deposited in the Locked Black Box, in the Clubhouse office. Blank Application forms may also be obtained in the Clubhouse office. aasaaaaaaaaaaaaa■aaaaataoao aoatataaaoaaoaooaasaaaaaanaaaaeooaa aaaaaaaa ■aataeaaat For internal use only. Date Received: --- Inspection date '://r ppr------- Disapproval --------(circle one to ,----------- --3D- Committee Signatures(requires 2 or signatures)-- � ------ ��` — -Conditions If an N F l�ff ►b a li+F _ _ l41�P .,---------_ --__— -- - -Rev(&15) TERRY WEBER 79260 ROSE 97,11MI0 LAQUINTA, CA. J STREET o '��5 8 779-710 cBTY OF LA C UINTA DRIVEWAY BUILDING & SAFETY PT. APP.9 VD FOR CONST UCTION 1' 1' I RI PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -1D -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND ACI318-11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. . 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL / 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY FOT.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH =110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30,40 & 50 psf) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) ADDITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120.130 MPH, EXPOSURES B AND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: %= 1.50, S, = 0.6, S. = 1.0, S. 0.50 RESPONSE MODIFICATION FACTOR, R:125 6. DESIGN ASSUMPTIONS: _ A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION�FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM ----- �TC�ENG/NEER/NG STRUCTURAL ENGINEERING 1 33 09 EAST ESCALONES PHONE: (949) 388-93 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SANCLEMENTE,CA92672 FAX: (949) 388-3773 SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER ' ^ SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN KI ROSEPI s 58 OF L/-� SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS SH -5 ...........MINIMUM FASTENERS SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS BUILDING & SAF APPRO FOR CONSTR 42T 4- By i I_ Q Ll Z LLI � LLJ IQ- LLJ LLLI M ccs ate. z O Q M r-- J Q�pF ESS IC►Vyl �9 co a S5885 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL UINTA Lu ED UZ E EVISIONS MARK Descw7m O U i .0 co 06 wO Ll Z � U 'IT � LLJ LLI LLJ LLLI M MM U a! Z � Q M NT �f' Q�pF ESS IC►Vyl �9 co a S5885 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL UINTA FY DEPT. ED TION EVISIONS MARK Descw7m 4 STEL JOB k 151071-1 DATE 3fT2015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 O 50 SHEETS I a 2 0 3 a 4 0 5 a 6 a 7 0 8 ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO ROOF SUPPORTING WALL ATTACHMENT HANGER & BEAM. OVERHANG, 0. SPI "O.H." NOT TO EXCEED 25% OR WOOD, OR OF ROOF PANEL SHEET 8 ALLOWABLE SPAN CONCRETE SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. p� Spy OST NO BEAM SPLICE AT SPo EXTERIOR POSTS. See TA8 POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS SOLID PANEL STRUCTURES / OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 3 1/2" SLAB ATTACHMENT uW MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. /i TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES 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 FOOTING, SEE TABLES p0SM SPS SES �C BEAM - SEE TABLES FOR POST SPACING � NOT TO Ot; e� �GLOWASLE SPS FOOTINGS--' WI J SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION 3 1/2" SLAB ATTACHMENT' W W 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 FOOTING, SEE TABLES MIN. 0.25" SLOPE PER FT B � PpS SPgN� �C BEAM - SEE TABLES FOR POST SPACING `O y' NOTT�II OF g ALEAM O ABLFSPgN W FOOTINGS _/ w SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE `'D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION W lc'; W U) co LLJrn zo C) waLU W . wfC) z U) W LL i Lu Uj M W ch o U Z 00 < M co C" Q�}FEsS I� S5 85 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MART( DALE DESCRIPTION 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWNBY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS ROOF ATTACHMENT OVERHANG, SEE DETAIL A, B & C, OR WOOD, OR ROOF PANEL SEE TABLES SHEET ROOF SHEET 8 ANENGN OF STl?UCT CONCRETE 4 FOR Syy�� WALL SEE PANEL PPORTINWALL MIN. 0.25" SLOPE PER Fr. TyE PN00 E NS TN ES SHEET 8 HANGER B AM O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE.p�S SP,yN� TSPAc BEAM - SEE TABLES NO BEAM SPLICE AT SE F TALES NG FOR POST SPACING = EXTERIOR POSTS. POSTS, SIZE VARIES. EYC NOT TO SEE SHT. 11 FOR MINIMUM OFBEEO2g j lAi,w NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT' W W 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 FOOTING, SEE TABLES MIN. 0.25" SLOPE PER FT B � PpS SPgN� �C BEAM - SEE TABLES FOR POST SPACING `O y' NOTT�II OF g ALEAM O ABLFSPgN W FOOTINGS _/ w SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE `'D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION W lc'; W U) co LLJrn zo C) waLU W . wfC) z U) W LL i Lu Uj M W ch o U Z 00 < M co C" Q�}FEsS I� S5 85 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MART( DALE DESCRIPTION 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWNBY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS OPEN LATTICE STRUCTURES ' RAFTER, SEE TABLES MAX. O.H. O.H 25% OF RAFTER %r/NGeU/�O/A,G � ?So , ALLOWABLE LEDGERWALL c2 01, SPAN aOSFS� ROOF OVERHANG, MAX O.H. OH o LENGTH OF STRUCTURE VARIES SEE DETAIL A,B & C. y, 25% OF RAFTER 9p ALLOWABLE ?Sq• OVF qc/tG SHEET S. SPAN 'gCCOy,O,ceF�pyq MANDATORY BEAM SPICE- SEE '1@�FSAy'I'G DETAIL 11, SHEET 12 G NO BEAM SPLICE AT �G� O• qN EXTERIOR POSTS AOS SFFr'9S pEib MANDATORY BEAM SPICE - SEE q�/N DETAIL 11, SHEET 12�G� . NO BEAM SPLICE AT It<2 74 EXTERIOR POSTS �9 0� TO CONSTRAIN CHANGEABLE WITH ANY OTHER �q/VG LENGTH OF STRUCTURE VARIES COMPONTENT UNLESS OTHERWISE SHOWN. N = NUMBER COLUMNS F REQUIRED NOTE: NOTE: THIS OPEN LATTICE -TYPE STRUCTURE POST VITH SIDE PLAT S I 6 MAY NOT BE COVERED. SEE SHT, 11 FOR MINIM M SSA ;,Iv, s TYPE "G" FREESTANDING NUMBER OF REDUI SF�r99 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COLUMNS SFS - MAY NOT BE COVERED. LENGTH OF STRUCTURE VARIES FOOTING WHERE REQUIRED, 3 1/2' SLAB ATTACHMENT SEE TABLES A� Sr SA MAY BE USED WHERE PERMITTED. NOTE: EACH COMPONENT IS INTER- S N FF SAgc rge�FNG ( SEE TABLES CHANGEABLE WITH ANY OTHER EXTERIOR POSTS ��FS NG COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED, NOTE THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. I A TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE r i RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. O.H. O H \91 �25%OF RA ALLOWABLE i MAX. O.H. O.H 25% OF RAFTER G� G' f x ?So , ALLOWABLE c2 01, SPAN aOSFS� O 1f iv Oiwl o LENGTH OF STRUCTURE VARIES �� qc/tG G MANDATORY BEAM SPICE- SEE DETAIL 11, SHEET 12 G NO BEAM SPLICE AT �G� O• OST CROSS-SECTI EXTERIOR POSTS AOS SFFr'9S pEib SEE POST DETAl q�/N O� LENGTH OF STRUCTURE VARIES 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- A TO CONSTRAIN CHANGEABLE WITH ANY OTHER SFF rsA FOOTING, SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. — NUMBER COLUMNS F REQUIRED NOTE: NOTE: THIS OPEN LATTICE -TYPE STRUCTURE A Sr ""'sA 31/2' SLAB ATTACHMENT MAY NOT BE COVERED. sFFTAgc�Y, FOOTING SEE TABLES s TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE n � WALL LEDGER OR ROOF iSr/NGQO/�O/N�, EIL AB & C SHEET8. RAFTER, SEE TABLES MAX. O.H. O.H 25% OF RAFTER SAq ?So , ALLOWABLE 01, SPAN aOSFS� NG NG qc/tG MANDATORY BEAM SPICE - SEE G DETAIL 11, SHEET 12 �G� O• Q NO BEAM SPLICE AT pEib ?4 EXTERIOR POSTS O� LENGTH OF STRUCTURE VARIES 1 „G POST VII�IITlIIIH SIDE TP A ES srs &0 L S 4/v" FFrge Li SEE SHT, U FOR MINIMUM FSG NUMBER COLUMNS F REQUIRED NOTE: EACH COMPONENT IS INTER- A Sr ""'sA 31/2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER sFFTAgc�Y, MAY BE USED WHERE COMPONTENTVNLESS OTHERWISE SHOWN. ge�FSG PERMITTED. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES - MAY NOT BE COVERED. LENGTH OF STRUCTURE VARIES FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE RAF ~ A MAX. O.H. 25% OF RAFTER L,- ALLOWABLE SPAN OAAp3 I SAq NG Q i 2 „ iV W x p`' Li .2 ®,�O Mw OLF ti �G LENGTH OF STRUCTURE VARIES MANDATORY BEAM SPICE - SEE r�r DETAIL 11, SHEET 12 - ` NO BEAM SPLICE ATS OSr FFr Spgc/ POST CR SS -SECTION, SEE POST DETAIL, EXTERIOR POSTS ��FS NG 3 1/2- SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER -TO F FOOTING, RAIN CHANGEABLE WITH ANY OTHER F q r��Fs/NG I� TABLES COMPONTENT UNLESS OTHERWISE SHOWN. NOTE THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE 2co I` W t W �NOo a' z0 w Qui �5 u co hwLuM W Cn M O Z co op Q M M QlpFESS141 S 5885 - 1 OF CAOFO� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS NARK DATE OESCRPTWN 4 STEL JOB fe 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS pr I 0 2 0 3 0 4 5 0 6 0 7 0 8 u c r v n SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI -"V" PAN z Iz, I 12"x 3 1/2"W PANEL 6"/ 8" x 2 NZ^ FLAT PAN R=.117' 09R CI.S. 25' .40' .35' .40' .77' .1 5' 180' b7' b7• .a0• .75• ,43• •as' L CALL UNMARKED RADII .06R) T= (SEE TABLE 3. 0' HELOV) b5. T- (SEE TABLE .70' .25' z 6 L o' 25• 1.1 5• BELOW) zez• a • 38• T= (SEE TABLE BELOW 2.,7* .40' as .35' .71. .65' TYP. 1-x,3 ' .403.00' .50' .50'.50' .40' .50.0• 3.00.40, .433 0' 1.3' 1.3' .433' 1.92' .7 ' L92' .75' L92' 25' 4A0' 12.0 AO'/8.00' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE ROOF LIVE/SNOW LOAD, psf --1-0--T20 25 30 40 50 24" TRI= V" PAN - - 0.88 0.83 0.75 0.80 24"XV2"x0.018• 0.85 0.80 0.65 0.65 - LUSL PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0FEXPA 13'_9" EXP.0 EXP.B EXP.0 13,_9" (IN.) .020(l) 120 MPH SPAN 10'-3" 10'-3" EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10'-3" 10'-3" 10'-3".0189'-0' 12'-6" 12'-0" 11'-1" 11'-2" 10'-7" 10'-7" 14'-7• 15'-3" 15'-3" 15'-3" 8'-6" 15'-3" 8'-1' 8'-2" 7'5"12'_3" .024 12'3" 12•3" 12•3" 12•_3"10 .02410'4" 12'-7' 12' 8" 11'-10 12'-0' 11'-1' 10 10'-1" 17'-7" 17'-7" 9'-9" 17'-T 9'-2' 9'-3' 8'-7• 12'-0" 032 14'-3" 14'-3' 14'-3" 14'-3" 14'-3" 14'-3" 13'-7" .032 15'-0" 14'-9" 14'-9" 14'-0"4'-1" 5'-10" 13' 3" 5'-10" 19'-7" 12' 8" 12'-1' 12'-1" 11'-2" 11'-3" 10' 8" 040 8'4° 8'4• 8'4" 8'4" 8'4" 8'4" .018 1T-7' 16'-8' 16 15'-s" 16'-0' ;6 11'4" 11' 6" 7'-s• r-5" r -s" 7'-z• 7'-2• 10 13' 4' 020(1) 10'-1" 10'-1" 10,_1• 10,_1" 10,_1" 10,_1" 20 .024 10'-1" 9' 6• 9'-6" 9'-0" 9'-1' 8' B' 18'-0• 12' 6" 12' 6' 12'-0" 12' 6" 12'-0' 12'-0" 024 12,_1' 12'_1" 2,_1" 2'_1. 12,_1" 12,_1" .032 10'-9" >110 >9 10'4" 9'-10' 20 13' 4" 10'-9" 10'-3" 10'4" 9' 8' 9'-9" 9'-9' 15'$" 15'-9" 7'-3" T-3' T-3' 7'-3" 7'-3" T-3" 1 T-7" .018 17'-7" 13'-3" 12'-9• 12'-9" 12'4" 12'4" 11'-7" 19' t" T-8' 7'4' 7'4' T-1' r-1' 16'-0" 8'_s" 8,_9. 8.9. 8,_9. 8,_9^ 8,_9" 25 .024 14'-7" 14'-1' 13'-2" 14'-10 8' 8" 8,4' 8'-5' 8'-1" 8'-1' 7'-9" 11,_1" 1T-0" 9 -8" 9 8• 9 8' 9 -8" 9'-8- 9 -8" 10'-2• 032 10-2" >10' 9-3 12'-1• 12'-1" 12-1' 10'-0' 10'-2" 10'_2" 9'-7' 9'-8' 9'-2° 6'-T' 6,-T 6'-7" 6'-T' 6'-7" 6'-7" .018 11'-0" 10'-7" 10' 8" 10'-2' 10'-3' 9'-9' 25 7'-3• 7'-0" 7 13,_2" 6'-10" 6'-7" 13,_2" 10'-3" 8'-3" 8'-3' 8'-3' 8'-3" 8'-3" 8'-3" 30 .024 11'4' 11'4" 13'-1" 12'-7• 12'-8" 12'-2• 13'-3• 13'-3" 8'-3' 8'-0" 8'-0" 7'-9' 7'-s' T-5' 14'_2".040-0" 9'-1• 9'-1• 9'-1" 9'-1" 9'-1" 9'-1" .032 14'4" 14'-2" 13'-7" 9' 13'-0"10' 9'-3" 9'-5" 9'-6" 9'-1" 9'-2' 8'-10' TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE ROOF LIVE/SNOW LOAD, psf --1-0--T20 25 30 40 50 12°x3K2"x0.020" - - 0.88 0.83 0.75 0.80 24"XV2"x0.018• 0.85 0.80 0.65 0.65 - 24"xZW4.024" 0.90 0.88 0.70 0.65 24"x2Y2"x0.032" 0.90 0.88 - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING ALUM. ALLOY 3004-H36 OR EQUAL 2 � ° CV ti M WC.o0 .M Z w�M 0 U rn W aLLJ� uc)wLu � W L LJJ M M C7� O Z 000 Q M d' Q�pFESS 1 o S5885' - 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DTE DESCRPTION 4 STEL JOB p 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL 81 FLAT PAN SH -3 3 OF 50 SHEETS 12" x 3 1/2" W PANEL 8" x 2V FLAT PAN LUSL PANEL'T' (IN.) 110M SPAN 1 120 MPH SPAN 130 MPH SPAN EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 13'-9" 13'_9" 13,_9" 13'_9" 13'_9° 13,_9" PANEL -r (IN.) .020(l) 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 12'-6" 12'-6" 12'-0" 11'-1" 11'-2" 10'-7" 10'-7" 14'-7• 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 5'-3" 020 .024 >1j, 13'-2" 12'-7' 12' 8" 11'-10 12'-0' 11'-1' 10 10'-1" 17'-7" 17'-7" 17'-7" 17'-T 17'-T' 12'-8" 12'-0" 032 11'-4" 11'-6" 10'-9" >17" 13'-7" 13'-7" 13'-7" 15'-0" 14'-9" 14'-9" 14'-0"4'-1" 5'-10" 13' 3" 5'-10" 19'-7" 19'-7" 19'-7" 19'-7' 19'-7' 19'-T' 040 024 1T-7' 16'-8' 16 15'-s" 16'-0' 12'-1' 11'4" 11' 6" 11'-3" 11'-3" 11,_3" 11,_3" 11,_3" 11,_3^ 13' 4' 020(1) 12' 8" 12'-9" 12'-1" 15,-7" 15'-7" 15'-7" 15'-7• 10'-1" 9' 6• 9'-6" 9'-0" 9'-1' 8' B' 18'-0• 12' 6" 12' 6' 12'-0" 12' 6" 12'-0' 12'-0" 024 .032 10'-9" 10'-9" 10'-3' 10'4" 9'-10' 20 13' 4" 14'$" 14'$" 14'-8" 14'-8" 14'$" 14'$" 15'$" 15'-9" .032 17'-7" 1 T-7" 17'-7" 17'-7" 13'-3" 12'-9• 12'-9" 12'4" 12'4" 11'-7" 19' t" 16'-3" 16'-3' 1�6-3"l16'-3" .040 16'-0" .04015'1° .040 14'-7" 14'-1' 13'-2" 14'-10 14,-1" 11,_1" 11,_1• 11'_1• 11,_1° 11,_1• 11,_1" 1T-0" .020(1) 16'-0' 16'-0" 10'-2" 10'-2• 10-2" 10-2" 10'-2" 9-3 12'-1• 12'-1" 12-1' 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" .024 ozo 11'-0" 10'-7" 10' 8" 10'-2' 10'-3' 9'-9' 25 8'4" 13,_2" 13,_2• 13,_2" 13,_2" 10'-10' 13,_2" 10'-3" 9'-9" .032 9'-5" 11'4" 11'4' 11'4• 114" 11'4' 11'4" 13'-1" 12'-7• 12'-8" 12'-2• 13'-3• 13'-3" 13'-3" 14,_2" 14,_2" 14,_2" 14,_2" r14'-22" 14'_2".040-0" .024 14'4" 14'-2" 13'-7" 9' 13'-0"10' 9'-3" 9'-5" 6" 10'-6• 10'$" 10' 6" 11' 8" 10'-6" 11'-2" .020( ) 10'-7" 13'-0" 13'-0" 13'-0• 13'-0" 13'-0" 13'-0" 9'-2' 8'-9" 8'-11" 8'-5' 8' 6' 8'-2" 11'-3" 11'_3• 11,_3" .024 .03211'10" 10'-0" 10'-1• 10'-2' 9,-7• 9'-s" 9'-z• 30 11'-0• 12'-6" 12' 6" 12'-6" 12'-6" 12'-0" 12' 6" 13'-0" 13'-1" .032 14'-0" 14'-6' 14'-0• 14'-6" 14'-0' 12'-6" 12'-1' 11'-10 11' 6' 11' 6" 16'-0" 13'4' 13'4" 13'-4" 13'4" 13'4" 13'4" .040 .040 M15'-16'lt 14'-2" 13'-8" 13'-6' 13'-0" 13'-3" 12'-6' 12'-6" 11'-10" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1' 9'-1• 14'-10' .020(l) 9 -g 9 9" -7'-10" _9• s _9" 9 _9. 8'-3" 8'-1" 8'-1' 7'-10" 10'4' 7'-6' 10'-4 10'-3" 10'-3' 10'-3" 10'-0" 10' 3° 10'-3' .024 020 8'11" 8' -10" 8' 8" 83" 40 T-10" 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 9'-9" 9'-4- .032 10'-4" 10'4' 10'4• 10'4• 10'4" 10'4" 11•_1• 11'-3" 11'-1' 11'-0" 10'-T' 10'-8" 10'-0" r:0- 12'-2' 12'-2• 12'_2" 12,_2" 12,_2" 12,_2" .024 25 12 8" 12'4 12'4" 12'-1" 12'-1' 11' 8" 8'-10" 020(1) 8-2" 8'2" 8-2" 8-2" 8-2' 8-2 10'-6" 11'4" 11'4• 7,-1" 6,_11• 6_11• 11'4' 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" .024 .032 8'-0" 7 10" 7-10^ T 8' T-8' 7 6' So 10'-7" 10'-7' 1 D'-7" 10'-T, 10'-7" 10'-7" 10'4° .032 14'-1" 13'-T' 13'-8" IVA" 13'-2" 12'-4" 12-3" 12 3" 12'-3' 12'-3' 9'-3' 12 3" 13'_1" 11'-3" 11'-3' 11'-3" 11' 3" 11'-3" 11'-3" .oao .040 10'-T 10'-8° 10'4" 2 � ° CV ti M WC.o0 .M Z w�M 0 U rn W aLLJ� uc)wLu � W L LJJ M M C7� O Z 000 Q M d' Q�pFESS 1 o S5885' - 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DTE DESCRPTION 4 STEL JOB p 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL 81 FLAT PAN SH -3 3 OF 50 SHEETS 8" x 2V FLAT PAN 6" x 2y2" FLAT PAN LUSL PANEL'I' (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL PANEL -r (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 12'-6" 12'-6" 12'-6" 12'-6" 12'-6• 12'-6" 14'-7• 14'-7" 14'-7• 14'7" 14'7" 14'-7" 020 020 10'-10" 10'-1" 10'-3" 9' 6" 9'-T' 9'-0" 12'-8" 12'-0" 12'-0" 11'-4" 11'-6" 10'-9" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7' 13'-7• 5'-10' 5'-10" 5'-10" 5'-10" 5'-10" 5'-10° 024 024 10 12'-1' 11'4" 11' 6" 10'-9" 10'-10' 10'-1" 10 14'-2° 13' 4' 13'4" 12' 8" 12'-9" 12'-1" 15,-7" 15'-7" 15'-7" 15'-7• 15'-7" 15'-7" 18'-0" 18'-0" 18'-0' 18'-0• 18'-0" 18'-0" .032 .032 13'-1" 13' 4" 12'4" 12'-6° 12'-0" 16'-2" 15'$" 15'-9" 15'-0" 17'-7" 1 T-7" 17'-7" 17'-7" 17'-7' 19'4' 19' 4• 19'4' 19'4" 19' t" 19'4' .040 .040 14'-10" 14'-10 14,-1" 14'-2' 13'4' 17'6" 16'-10" 1T-0" 16'4" 16'-0' 16'-0" 10'-2" 10'-2• 10-2" 10-2" 10'-2" 10-2" 12'-1• 12'-1" 12-1' 1z-1• 12-1" 194' ozo ozo 9'-1• 8'-9" 8'-9" 8'4" 8' 6" 7'-11' 10'-10' 10'4" 10'-3" 9'-9" 9'-10" 9'-5" 11'4" 11'4' 11'4• 114" 11'4' 11'4" 13'-3' 13'-3• 13'-3' 13'-3• 13'-3" 13'-3" .024 .024 20 10'-1' 9' 9'-9" 9'-3" 9'-5" 8'-11" 20 12'-2" 11' 8" 11' 8" 11'-2" 11'-3" 10'-7" 13'-0" 13'-0" 13'-0• 13'-0" 13'-0" 13'-0" 5'-0" 15'-0' 15'-6' .032 .03211'10" 11'4" 11'6" 11'-0" 11'-0• 10'-0" -s• 13'-T 13'-0" 13'-1" 12'-8"14'-0" 14'-0" 14'-6' 14'-0• 14'-6" 14'-0' 16'-8" 16'-8• 16'-8" 16'-0" .040 .040 M15'-16'lt 13'-W 12'-10" 13'-0" 12'4" 12'-6" 11'-10" '-2" 15'-2" 14'-10" 14'-10' 14'-3"020 9 -g 9 9" 9 9"9 _9• s _9" 9 _9. 10'4' 10'4" 10'-4 10'4" 020 8'11" 8'�' 8' 8" 83" 8'-3" T-10" ,-1" 10'-3" 9'-8- 9'-9" 9'-4- 10'-4" 10'4' 10'4• 10'4• 10'4" 10'4" 11•_1• 11'-1" 11'-1• 11'-1' 11'-1• 11'-1' .024 .024 25 9'-11" 9'-T 9'-7" 9'-2" 9'-3" 8'-10" 25 12'-0" 11'$" 11'-7" 10'-10" 11'-0" 10'-6" 11'4" 11'4• 11'-4" 11'4" 11'4" 11'4' 12'_1' 12'_1" 12'_1• 12'_1' 12'_1" 12'_1" .032 .032 11'-10 11' 3" 11'-3• 10'-9" 10'-10" 10'4° 14'-1" 13'-T' 13'-8" IVA" 13'-2" 12'-4" 12-3" 12 3" 12'-3' 12'-3' 12'-3" 12 3" 13'_1" 13'_1" 13,_1• 13,_1• 13'_1" 13'_1" 040 .040 13'-3" 12'-9" 12'-9" 12'-3" 12'4' 11'-9" 15'4' 15'-1" 15'-1" 14'-8" 14'-9" 14'-1" 9'-3• 9'-3" 9'-3" 9'-3" 9'-3' 9'-3" 9'-9" 9'-9" '-9' 95-- 9'-9" 9'-s" 9•-9" 020 .020 7'-9" 7'-10" 7'-6" 9'-11' 9'-T 9'-T 9'-2" 9'4" 8'-11" 9'-9" 9'-9" 9'-9" 9'-9" 9'-s" 9'-9" 10'4' 10'4" 10'4" 10'4" 10'4" 10'4" .024 .024 30 9' 6' 9'-1' 9'-2" 8'-10" 8'-11' 8'4' 30 114 10'-9" 11'-0" 10'4" 10'-0" 9'-11" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'4' 11'4" 11'4' 11'4" 11'4° .032 .032 10'x" 10'-s" 10'4" 10' 4" 10'-0" 13'-2" 12'x" 13'-0" 12'-6" 12'-7" 11'-10" 11'-7" 11'-7" 11'-T' 11'-T' 11'-7" 11'-7" 12'-3" 12'-3" 12'-3• 12'-3° 12' 3" 12'-3" 040 .040 12'-7" 12'-2" 12'-2" 11'x" 11'-9' 11,-3' 14'-9" 14'-6" 14'-7" 14'-1" 14'-1" 13'-T 8'4" 8'4" 8'4" 8'4" 8'4• 8'4" 9'-0" 9'-0" 9-0' 9'-0" 9'-0" 9'-0" .ozo .020 7'$' 7'-0" 7'-6" 7'-3" 7'-2" 6'-11" 9'-1" 8'-10" W-10" 8,-r' 8'-6" 8'-1" 9'-0' 9'-0" 9'-0" 9'-0" 9'-0" 9'-0• 9'-6" 9'-0" 9' 6" 9' 6" 9'-6" 9'-6" 024 .024 40 8'-8' 8'3" 8'-3" 8'-0" 8'-1" 7'-10" 40 10'-2" 9'-10" 9'-10" 9'-T' 9'-8• 9'-3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 12'-1" 12'-9" 12'-9" 12'4• 12'-S" 12'-1" .032 .032 10'-2" 9'-10" 9'-10" 9'-7" 9'-T 9'-3" 10'-3" 10'-1" 10'-1" 9'-10" 91-10" 9'-8" 10'-7" 10'-7• 10'-7• 10'-T 10'-7" 10'-7' 11'-2" 11'-2" 11'-2' 11'-2• 11'-2" 11'-2" 040 .040 11'-0" 11'-2" 11'-2" 10'8" 10'-10" 10'-6 13'-9• 13'4" 13'-0" 1X -O" 13'-1" 12'-7" 7'-5' 7'-5" 7,-5" 7'-5" 7'-5" 7 _5" 8'-3" 8'-3" 8'-3" 8,-3' 8'-3" 8'_3" .020 .020 6'-5" 6'-5" 6'-5" 6'-3" 6,-3" 6'-1' 7' 8" 7'-7" 7' 8" T-5" 7' 6" T-2" 8'3' 8 3" 8 -3" 8 -3" 8 -3' 8 -9 8'-9' 8'9' 8'-9" 8'-9" 8's"50 024 024 74' 7'-3" 71" 7'-0" 61"50 89" 8-T 6-7" 6 5" 84" 81" 9 1' 9-1" 9-1" 9-1' 9-1'0329-8" 9 8' 9 8" 9$" 9 8" 9$"8s" 032 V8'-3" 86"8'-5" 8'4" 8'-3" 10'4° 10'-3" 10'-3" 10'-1" 10'-1" 9'-s" 9'-s' 9'-9" 9'-9" 9'-9' 9'-9" 10'4" 10'4" 10'4• 10'4• 10' 4° 040910 V0'-44" 9'-s" 9'-5" 9,-7" 9'-2" 11-10" 11'-T" 11'-9" 11' 6" 11'-0" 2 � ° CV ti M WC.o0 .M Z w�M 0 U rn W aLLJ� uc)wLu � W L LJJ M M C7� O Z 000 Q M d' Q�pFESS 1 o S5885' - 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DTE DESCRPTION 4 STEL JOB p 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL 81 FLAT PAN SH -3 3 OF 50 SHEETS o � ©� rl O 5 o � 61 o � 9� 13111111111111 u� 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 z tiN 1-- M WU)No°Oo Z w o' M w a~ uU) W� W W M M M U 00 a!Q co U) vi v rn QRpFESS I(� o S5 85 OF cp A -\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MAX DATE DESDRFDON 4 STEL JOB # 15-1071.1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 . 4 OF 50 SHEETS TABLE 1 TABLE 2 TABLE 3 (2) 211x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS of PER FOOT OF BEAM LENGTH PER FOOT OF WALL HANGER AND BEAM EM1 H PER FOOT OF BEAM LENGTH M3 3 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP, B EXP. C EXP. B EXP. C EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP, B EXP. C ~ ~ ~ 1 1 225' 2 11125'6 MBI5 6' 1 1 1 1 226' 11 1 1 2 2 2 2 2 3 1 2 2 2 2 1 1 1 7 1 1 2 2 2 7' 1 1 2 2 2 7' 1 1 1 1 1 1 2 2 2 3 3 3 2 kj�1 2 2 2 2 2 1 1 1 1 1 2 8' 1 2 2 2 2 2 8' 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 91 2 2 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 10, 1 2 2 2 '2...3 2 10' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 1 2 2 2 2 2 11,2 2 2 2 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2--- 3 3 3 3 4 4 4 2 3 3 3 3. 3 1 2 2 2 2 12' 2 2 3 3 3 3 12' 2 2 2 2 -.2' 3 12' 1 1 1 1 1 2 3 3 3 4 4 5 2 3 3 3. 2 4 2 2 2 2 2 2 13' 2 2 2 3 3 3 13' 2 2 2 3 3 3 13' 1 1 1 1 1 2 3 4 4 4 4 5 2 3 3 3 .3 4 2 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING z tiN 1-- M WU)No°Oo Z w o' M w a~ uU) W� W W M M M U 00 a!Q co U) vi v rn QRpFESS I(� o S5 85 OF cp A -\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MAX DATE DESDRFDON 4 STEL JOB # 15-1071.1 DATE 31312015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 . 4 OF 50 SHEETS I 0 2 3 a 4 0 5 0 6 0 7 0 8 C 11 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C LUSL ^T^ (IN) z W 3" a u)izo TYP. x 8" RAFTER 8.0' X z W au v�io 2" 6 1/2" RAFTER z W a0 vial 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.0 EXP. B EXP.0 EXP B I EXP.0FEXP. EXP.0 EXP. B EXP.0 10 .042 16" 29'-8" 26'-3"26'-3" 29'-6" 29'-8" 26'-3"26'-3" 28'-9" 29'-3" 26-3" 26'-3" 25'-7"024 10 16" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 10 024 16" 22'-6" 9'-10" 22'-4" 19'-10"19'-10" 21'-1" 22'-2" 19'-10" 19'-2" 19'-4"24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 21'-6"21'-6"21 21'-6" 21'-6" 21'-0" 24" 13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24" 18'-4" 18'-3" 17'-3" 18'-2" 16'-3" 16'-3" 16'-3" 16'-3" 15'-8"24" 5'-10" 20 .042 16" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" .032 16" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" .032 16" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 25'-7" 24'-8" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 24" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4" 24" 23'-4" 23'-3" 2324" 2228" 23'-1" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-10" 20'-2" 25 .042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 21'-6" 21'-6" 21'-6" 21'-2" -i1'-3" 20'-8" 042 16" 24'-6" 24'x" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 042 16" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29'-10" r24- 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16'-10" 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 17'-9" 17'-9" 17'-9" 17'-3" 24" 28'-2"28'-1" 28'-2" 27'-4" 7'-10" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1"24'-4" 26'-8" 30 .042 16" 18'-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" 7" 17'-4" 7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'-3" 16'-7" 24" 13' 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 24" 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" .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" 'l3'-8" 13'-8" 13'-8" 24" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 18'-0" 17'-3" 50 .042 16" 13'-4" 13'4" 13'-4" 13'-4" 13'-4" 13'-4" -0" 042 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 042 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 26'-7" --'25'-6- 24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" r24' 1'-10" 21'-10" 21'-10" 21'-10" 21'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 21'-9" 20'-10" * NOTE: SINGLE RAFTERS SPACED 32" O.C. WHEN DOUBLED AND SINGLE 24" O.C. MAY BE USED AT 48" O.C. 16" O.C. MAY BE USED AT RAFTERS SPACED WHEN DOUBLED. 024 16" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-6" 10'-7" 11'-6" 10'-7" 11'-2" ,024 16" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-1" 15'-10" 16'-2" 15'-10" 15'-8" 24" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 24" 13'-4" 13'-4" 13'-4" 13'-2" 'IT -31- 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" 24" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3" 042 16" 17'-4" 'l 7'-9" 17'-4" 17'-9" 17'-4" 17'-9" 17'-4" 17'-7" 17'-4" 17'-8" 17'-4" 17'-1" 042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 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'-0" 0.042' TYP. 8.0' .024' ]6. 6' 1 .032 ,032 .042' ,042' 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 ATTACHED FIGURE INDICATES FREESTANDING 2 ti W N o �L,j M 1 Z 0 U � Q ¢� uU)w� Lu LuM M o U rn r Z co < M v rn QRpFESS I(l 2 o S 5885 - 1 OF CAO. 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS NARK DATE DESCRIPMN 4 STEL JOB # 15.1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS t 0 2 .o 3 0 4 A 5 0 6 0 7 0 8 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C 024' 6. ' P.032'- .042' 1--2.0'-1 * 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 W too c6 W as N M 0 U w ¢F uU)w� LU �W co : L J M M o U co Qco � of v is QRpFESS IGyy4� S58 5 - 1 OF CAL \F'j' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS FtARK DATE DESLRFTION 4 STEL JOB 0 15.1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z w aw u, o 2" X 6 1/2" RAFTER .z W au' .� o DBL. 2" x 6 1/2" RAFTER LUSL ^T^ (�N.) 110 MPH 120 MPH 130 MPH LUSL ^T^ ��N.� 110 MPH 120 MPH 130 MPH EXP. B' EXRC EXP. B EXP.0 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" 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" 7'-6- T-6" 7'-6" 7'-6" 7'-6" T-6" 8 -6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10 11'-10 11'-10 11'-10 11'-10 11'-2" 11'-10" 30 .032 16" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" —13'-1" 30 .032 16" 18'-7" 18'-7" 18'-7" 18-4' 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24„ 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" lo. -8111 .042 16" 16'-0" 15'-9" 1 6'-0" 15'-9" -0 16'" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" ,042 16" 22'-7" 22'-2" 22'-7" 2 2'-2" 22'-7" 22'-2" 22'-7" 2'-2" 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" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 024 16" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 2'-10" 2'-10" 24" 6'-2" 6'-2" 6'-2" 6'-2-6'-2" 6'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 24" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4" 10'-4" 10'-4" 10'-4" 10'x" 9'-10" 10'-4" 40 .032 16" 10'-10" 10'-10" 10'-10" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 40 .032- 18" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 16'-1" 24" 8'-3- 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"24" _ 12'-6" 12'-6" 12'-0" 12'-6" 12'-6" 12'-6" 9'�" 9'-4" 9'-4" 9'4" 9'-4" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" .042 16" 13'-2" 13'-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" 19'1" 19'-9" 19'-9" 19'x" 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" 24"" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10' 15'-10 15'-10 15'-10' 15'-10' 16'-2" 15'-10" 024 16" T-3" 7'-3" 8'-2" T-3" 8'-2" T-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" 024 16" 0" -4" 10'-10" 11'-4" 10'-10" 'I1'-4" 10'-10" 11'-4" 10'-10" 11'-4" 24" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-9" - 5'-9" 5'-9" 5'-9" T-9" 24" " 8'-3" 8'-3" 8'-3" -4" 9'-4" 9'-4" 9'-4" M8"lF,4'-8" 8'-3" 91-4" 50 .032 16" 9'-9" 10'3"10-3" 9'-9" 9'-9" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 50 .032 16"'-6" " 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6"24" 7 -0" T-0" T-0" T-0" T-0"7'-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 24"11-3" 11'-3" 11'-3" '-" 11'-3" 11'-10" 11'-10" 111 -10"P113, -10T-1 1'-10" 11'-3" 11'-10" .042 16" 12'-6" 12'-6" 12'-6" 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" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3"14'-3" 13'-7" FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING W too c6 W as N M 0 U w ¢F uU)w� LU �W co : L J M M o U co Qco � of v is QRpFESS IGyy4� S58 5 - 1 OF CAL \F'j' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS FtARK DATE DESLRFTION 4 STEL JOB 0 15.1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 6.5" ROLLFORM A GUTTER FASCIA ALUM. ALLOY 3004-H36 -+--3.0' MAX. DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL DBL.2"x6.5"x0.032" J ALUM. ALLOY 3004-H36 OR EQUAL SPLICE WHERE ICCURS- 0.075', TYP. B MAG BEAM ALUM. ALLOY 6063-T6 -T=12 OR . 14 GA ASTM A653 SS GRADE 50 G60 .042' TYP. DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. HEADER BEAM TYPES GUTTER EXT. CLIP SPLICE WHERE 0.070' TYP. 4" I -BEAM V ALUM. ALLOY 6063-T6 SPLICE WHERE OCCURS .065' TYP. D 4.5" MAG GUTTER ALUM.ALLOY 6063-T6 8. ' 0.042' TYP. F�3.0MAX 0.7�5 T=12 GA. SASTM A653 SS GRADE 50 G60 3.0' 6063--T6 032'ALUM. 6.6 67, 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E TM A653 ASSS GRADE 50 G60 nnad- B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 0.075' 3. , TYP. I--3.01 E MAG POST ALUM. ALLOY 6063-T6 G =3"SQ.xt=0.188" 25' T' I -BEAM F ALUM. ALLOY 6063-T6 =3"SQ.xt=0.313" -2.875,_j 75' EACH HEADER BEAM TOP AND G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 =4"SQ.xt=0.250" 3"x8"x0.042" BEAM T=120R W/ 2 "C" INSERTS W/ 14 GA. STL. INSERT M ASTM A653 GRADE 50 G60 14 GA. H 7.8 5' ASTM A653 SS ALUM. ALLOY 6063-T6 L ALUM. ALLOY 3004-H36 OR EQUAL 12 GA. STL. INSERT &�ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS GRADE 50 OCCUR AS SHOWN IN THE SPAN TABLES, G60 NOTE: THEY SHALL BE INSTALLED THE FULL LENGTH WHERE'C' INSERT OCCURS AS SHOWN IN COLUMN / POST TYPES SPAN TABLES, IT SHALL BE INSTALLED THE 1 FULL LENGTH OF THE 7" I -BEAM. nnad- B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 0.075' 3. , TYP. I--3.01 E MAG POST ALUM. ALLOY 6063-T6 G =3"SQ.xt=0.188" I NOTE: =3"SQ.xt=0.313" -2.875,_j 75' EACH HEADER BEAM TOP AND K =4"SQ.xt=0.250" 3"x8"x0.042" BEAM BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 W/ 14 GA. STL. INSERT M ASTM A653 GRADE 50 G60 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. 3"x8"x0.042BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM K ALUM. ALLOY 3'004-H36 OR EQUAL L ALUM. ALLOY 3004-H36 OR EQUAL 12 GA. STL. INSERT &�ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES nnad- B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 0.075' 3. , TYP. I--3.01 E MAG POST ALUM. ALLOY 6063-T6 G =3"SQ.xt=0.188" H =3"SQ.xt=0.250" =3"SQ.xt=0.313" j =4"SQ.xt=0.188" K =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B 2 , CV � 04 W o cm OR LLJ OZ U W Q � . u�W W L LI M M o Z co Q M v rn FESS IOyy9� yl co o S5885 1 OF CAI.�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS "IK DATE DESCRVnON 4 STEL JOB # 15.1071-1 DATE YN2015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7OF 50 SHEETS 0 2 0 3 0 4 5 0 6 0 7 0 6 EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE SEE TABLE 2 FASTENERS, SEE TABLE 3— R.F. OR EXT. HANGER-, CHANNEL, 2X OR 3X RAFTER BRACKET ALUM. PANEL 2XRJ \ �—�--EXIST. RAFTERS AT 3x ALUM. RAFTER 24" O.C. AT ROOF EXIST. FASCIA BOARD � TYPE AND NUMBER OR RAFTER OVERHANG REQUIRED EXISTING ROOF AT ROOF PANEL OVERHANG 2X FULL DEPTH ALLOWABLE PROJ. EXISTING EAVE--,--WOOD SCAB, TO BEAM OVERHANG MAXIMUM PROJECTION WHERE OCCURS, SEE TABLE 1 (24" MAX.) 11 NUMBER AND TYPE OF FASTENERS SEE TABLE 2 %A1 EAVE CONNECTION 110, C 120, B 120, C L EXISTING ROOF OVERHANG DESIGN LOADSi 130, C RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, 6 50 psf a = 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 8 EXISTING RAFTER ALLOWABLE BENDING STRESS IS NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER � ' 3116" STEEL NOTES BRACKET CAN BE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8" 0 1l4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 NOTE: PROVIDE WATER STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > e' > 18' 0 TYP, BRACKET PROTECTION, METAL FLASHING FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' AT EVERY 2x CAUCK JOINTS AND SLOPE 8 G TO DRAIN (OPTIONAL) LEDGER OR WALL HANGER WITH FASTENEF- PER TABLES 3 8 1' 3 1' 2x WOOD STUD OR CONCRETE WALL Q WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6° (AT 2"x6)4" MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2"x6 X" OR 3"xB" ALUMINUM SECTIONS. D EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEETABLEI 11/4" (24" MAX') 2x6 OR 2x8 LEDGER RAFTER 4x3 112° W.NOTEi PLACE 'SIKA FLEX$�3)-# SIMILAR NOTE: BRACKET MAY BE MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SEAL W1 SAME CONNECTION'S. C ALTERNATE EAVE CONNECTION NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psf MAXIMUM DESIGN LOAD. TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED TO REQUIRED EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL WITH 2x FULL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, BI 110, C 120, B 120, C 130, B 130, C O 0 SIMPSDN STRONG -BOLT 2 !�' SS AT 48' O.C. (n,b) a = 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" o m WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP.B; & C) L0 Va' 0 SIMPS13N STRONG -BOLT 2 SS AT 48' D.C. (ab) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL OR5' 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0 " (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 <n b� G -BOLT 2 SS AT 48' D C,STRONG-BOLT 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2O 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 ATS36 SD.C. STRONG-BOLT,BLT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 Y2' W SIMPSDN STRONG -BOLT 2 SS AT 36' D.C. (a,b) 2"x8" FULL 2"x10" NOTCHCH ED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24' D.C. <n,b> 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) I (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 255 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-G" 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 INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b. USE 3' SQ.x/4 STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL. c, WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER SCREW IN LIEU ❑F (2) 1Y4' DIAMETER LAG SCREWS, 2"x8" FULL OR2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 3O 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) )'4' DIAMETER LAG SCEWS (D) - %' DIAMETER LAG SCREW (E) - :Y4' DIAMETER LAG SCREW 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2"x8" FULL CH 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" �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) 40 2" x 4" FULL 11'-T' 11'-7" 11'-7" 11-7" 11-7" 11-7" 110 120 130 110 120 130 110 120 130 110 120 130 110 120130 110 120 130 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6" FULL OR 2"x8" NOTCHED 19'-6" 19'-6" 19-6" ' 19-6 ' " 19-6" ' 19'-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6, (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL ORLAG 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2" x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) I (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) . (E) (E) (E) (E) 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) I (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2 ti W 2 Lu Omo OZ U w ¢~ u �W� W LLJJ M M o U 0? Z cMp Q M ci) Q�oFESS► � S5885 OF CPL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS mm DATE DESCRMON 4 STEL JOB # 15.1071-1 DATE 3YJ/2015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS I 0 2 0 3 0 4 0 5 e 6 0 7 c ALUM. 3004-1-136 _ 1.50" FASTENERS SHEET 8 SEE TABLE 3 C HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, 2.740" SEE TABLE 3, SHEET 4 FASTENERS, 078 SEE TABLE 3 SHEET 8 300' T=.060" [a 63 ' N 25"R .05 FASTENERS FASTENERS, SEE TABLE 3 SHEET 8 SEE SHEET 4 O .200 5" A J CONTINUOUS A- RAIL A ROOF PANEL (WHERE OCCURS) O 75" • 1T T.SUU• SEE SHEET 4 ALUM.ALLOY 6063-T6 1 ALUM.ALLOY 6063-T6 O ROLL FORMED O EXTRUDED HANGER/ CONNECTION HANGER SEE NOTE, DETAIL B, NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf SHEET 8 MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED ALTERNATE: AT ROOF LOADS EXCEEDING 30 psf. BE USE AS "0 LAG SCREWS (3) YtIfi'(E) 1 1/2" 10# L.L.= SMS E4 SIDE (2} #14 S.M.S. EACH RAFTER 20#,25#,30# L.L=(3)#14 SMS EA SIDE 0# L. _177 #14 SDS, 40#,509 L.L =(4)#14 SMS EA. SIDE 3 PER SIDE TO COLUMN CONNECTION -�1' J 3/4" OR 1 1/2" Q T/AILTERNATE-: 7-- 2" x 6 1/2" OR 3.5" 5" MIN. 3" x 8" ALUM. RAFTER cn — ~ 3"x8" ALUM.A�E�ACH _ _ _ 31 1/2"___ D w1, HEADER U -BRACKET (1) -1/2" BOLT OR EXISTING WOOD STUD FRAMING 3"x8" ALUM. STUCCO RAFTER E) STUCCO x 3-1/2"LAG SCREWS L.L=10 psf PENETRATION BRACKET 0 x 3-1/2" LAG SCREWS L.L =20, 25 and 30 psf 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2" MIN. PENETRATION INTO EXISTING WOOD STUD) THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION C 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (B -TOT.) I S 4.5"OIR6' 3"x 3"STL.POST (24") 0 ALTERNATE: INSERT ATTACHED OR (2}2x6.5" OR 3"x 3"STL.POST COLUMN (2) -3"x8 -HEADER FOR FREESTANDING (2) -1/2 -BOLT 2"x 6.5" SIDEPLATE #8 S.M.S. EACH SIDE r--- LATTICE 1 1/2" OR 2" 6I DBL. RAFTER / DBL. HEADER CONN. O I STUB COLUMN TO DOUBLE HEADER CONN. O FASTENERS, 1.880" SEE TABLE 3, SHEET 4 ; ALUMALLOY 6063-T6 OC I.R. HANGER / T= ALUM. ALLOY 6063-T6 "H" BRACKET BEAM SPLICE TO SHEATHING 2"x6.5" OR 3"x8" RAFTER I POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS ALTERNATE: 1/2" BOLT PER SIDEI SEE NOTE, DETAIL B, N ° SHEET 8 ,5^ #14 SMS MAY ALTERNATE: BE USE AS rn 3.5V (2} #14 S.M.S. EACH RAFTER 3.5" ALTERNATE TO S, SEE TABLE 3, +i TO COLUMN CONNECTION 1/4"0 BOLTS T/AILTERNATE-: (4 -TOTAL) 3.5" ALTERNATE: 8"BEAM (2} 2x6.5" OR (2Y3"x8" HEADER 3"x3"x0.024" (1) -1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER 6I DBL. RAFTER / DBL. HEADER CONN. O I STUB COLUMN TO DOUBLE HEADER CONN. O FASTENERS, 1.880" SEE TABLE 3, SHEET 4 ; ALUMALLOY 6063-T6 OC I.R. HANGER / T= ALUM. ALLOY 6063-T6 "H" BRACKET EXISTING BEAM SPLICE TO SHEATHING OCCUR DIRECTLY OVER 5/8"0 PLASTIC I POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDEI SEE NOTE, DETAIL B, N ° SHEET 8 ,5^ #14 SMS MAY BE USE AS rn 3.5V rn 3.5" ALTERNATE TO S, SEE TABLE 3, +i SFASTNHEET 8 1/4"0 BOLTS 3.5" 8"BEAM 5OR ❑SEE NOTES BELOW 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 BEAM TO POST CONNECTION n8 EXISTING ALUMINUM MEMBER WITH SHEATHING WOOD FILL OR NOMINAL LEDGER J (NEW OR EXISTING) SEE NOTE, DETAIL B, N ° SHEET 8 X o rn rn S, SEE TABLE 3, +i SFASTNHEET 8 Q EXISTING 1" STUCCO OR EQUAL 2.5" PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DBL. 3'x8'x0.042 BEAM OR DBL, 2'x6.5'x0.032'/0.042' BEAM I `5/8' 0 ACCESS HOLES 3' SQ. POST INSTALL 6 - #14 X :y4' LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER NNL7 COLUMN DETAIL Z 1 ti C11— W U) Lu M ZO U wQLIJ Z ILL Lu Lu Lu Lu M M' o U 0? 00 z 0 < M d- QRpFESS I43, gy9� o S5885 - 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK( I DATE DESCRFrIO" 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS . 1 ° 2 0 3 0 I 4 a 5 6 0 7 0 8 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 'T" BRACKET @ 3"SQ. POST W/ (4)-#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH POST POST POST TYPE B,C,D, OR E. STEEL."T" BRACKET OR 9" SQ. BASE PLATE USE WITH ni POST TYPE B,C,D,E,F,G,H,J OR K. -(2)-3/8"0 STRONG -BOLT 2 SS TABLE 2 ATTACHED AND FREESTANDING ALTERNATE FTG. FOOTING SIZE SINGLE POSTS EMBED. BOLTS SEE TABLE 1 EA. BRACKET TO SLAB. 18" 18" SQ. 12" it -22' CUBED (1) 9 1/2" MINIMUM DISTANCE TO 17/8' 20" EDGE OF SLAB. 12" 23' 8.24' CUBED (1) 33" MINIMUM DISTANCE FROM 3 1/4" 22" 25" SQ. SLAB CRACK TO COLUMN. 24' 28" SQ. . • d 25' - 30' CUBED (2) (17/8" MIN. EMBEDMENT) 3 1/4' 26" 32" SQ. 23' 31" - 34' CUBED (2) •a 4' 28" DEPTH A 30" 39" SQ. SLAB SHALL BE IN 35-- 39' CUBED (2) (4}3/4'0 p POURED CONCRETE 43" SQ. 30" 34' 47' SQ. FOOTING SEE TABLES ly-- GOOD CONDITION . FOR SIZE 31/2" MIN. SEE FOOTING QUARE IN BEAM SPAN TABLE EXISTING SLAB POSTS TO CONC. FOOTING 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY ALUM. ALLOY 3.00" OR 6063-T6- 2.40 1.375" 0 0 �75R. 1.60" 1.5 .090" TYP. INSTALL 1y" x 1y" x y" 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 (1 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. TABLE 1 ATTACHED ONLY FOOTING & ANCHOR BOLTS TABLE 2 ATTACHED AND FREESTANDING ALTERNATE FTG. FOOTING SIZE SINGLE POSTS EMBED. BOLTS CUBE SIZE SQ. 18' DEEP ' CUBE FTG. 18" 18" SQ. 12" it -22' CUBED (1) (2)3/8"0 17/8' 20" 21" SO. 12" 23' 8.24' CUBED (1) (2)-1/2.0 3 1/4" 22" 25" SQ. 16" 24' 28" SQ. 20" 25' - 30' CUBED (2) (4}1/2'0 3 1/4' 26" 32" SQ. 23' 31" - 34' CUBED (2) (4}5/8'0 4' 28" 35" SQ. 25" 30" 39" SQ. 28" 35-- 39' CUBED (2) (4}3/4'0 4 3/4' 32" 43" SQ. 30" 34' 47' SQ. 32' 40• - 42' CUBED (2) (4}3/4'0 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" BASE PLATE. 38' 55' SQ. 3r 40' 60" SQ. 39" 42" 64" SQ. 41" 44 69" SQ. 43 • CUBE FOOTING W/ 3 12' SLAB STEEL "T" BRACKET 2 FLANGES 2 1 /8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: USE POST TYPE F, G, H. I,JORK 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. (3)-3/4"0 B FOR POST TYPE F, G, H, I, (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" POST INSERT. 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) li 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR i W W UN M CO U rn V cnLL w co Lu W M o UM rn co r Z 00 Q M q�QRpFESSco l� S5885 - 1 OF CA0F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCRIFIMN 4 STEL JOB # 15.1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS I ' . I I . " " 1n .'P' J I IL �. W Z 3fU) (1}1/2"OM.B. x9" LONG, 1" W Q FROM END p m OF POST Z POURED SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES POST EMBED. O9SQUARE INTO FOOTING (3)-3/4"0 B FOR POST TYPE F, G, H, I, (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" POST INSERT. 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) li 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR i W W UN M CO U rn V cnLL w co Lu W M o UM rn co r Z 00 Q M q�QRpFESSco l� S5885 - 1 OF CA0F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCRIFIMN 4 STEL JOB # 15.1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 0 2 0 3 0 4 0 5 0 6 0 7 0 6 c r v n LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS <= m 3 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP, B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 T 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 a= m110 2"X6.5"X0.042" SIDE PLATES 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 T 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 13' 4 5 4L j6j 5 1 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. /BEAM SPLICE TO J/ OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE ,5^ #14 SMS MAY BE USE AS 3.5" 3.5" ALTERNATE TO 3. 3.5" 1/4"0 BOLTS 5" 8" BEAM aORa SEE NOTES BELOW j 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" + (2y2" x 6 1/2" x 0.042" 1❑ W/ (6)-#14 S.M.S. EACH SIDE. El 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 (E) STRUCTURE ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYP.--,,, C��e�R�� Ciyb r WALL (ANGER ROOF PLAN FASTENERS, SET 4 ROLL -FORMED #14 SMS @ 32' D.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE SHEET 4 QROOF HANGER #14 SMS E 32' D.C. 4 MIN. PER ALUMINUM TOP & BOTT. 0.024' -ION, P (%,1 ROLL -FORMED PANEL INSULATED ROOF PANEL 2) INTERLOCKING SEAM INTERLOCKING JOINT 2 ti C" ULLjCo 04 M W 2 O U rn uujuj W� LI L1�J M L M o U a? �Zcap < M rn QRpFESSI� 2 o S5885 - 1 OF 0010E 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MART( DATE DESCRPTION 4 STEL JOB 9 15.1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 11 OF 50 SHEETS CI LUMN 1 3"x3�"x0.032" SE I• (3 V AN 1/ (2) 2"x615"x0 042" SIDE PLA TES. CCILUPIN2 PEF SPAN T BLE 2 O� O� PR❑JEC ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, SET 4 ROLL -FORMED #14 SMS @ 32' D.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE SHEET 4 QROOF HANGER #14 SMS E 32' D.C. 4 MIN. PER ALUMINUM TOP & BOTT. 0.024' -ION, P (%,1 ROLL -FORMED PANEL INSULATED ROOF PANEL 2) INTERLOCKING SEAM INTERLOCKING JOINT 2 ti C" ULLjCo 04 M W 2 O U rn uujuj W� LI L1�J M L M o U a? �Zcap < M rn QRpFESSI� 2 o S5885 - 1 OF 0010E 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MART( DATE DESCRPTION 4 STEL JOB 9 15.1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 11 OF 50 SHEETS 0 2 0 3 0 4 i I o 5 0 6 O 7 0 8 BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS SIMPLE SPLICE FULL MOMENT 3" 9. 1 3° 1"1' 24' g" • 1 OPTIONAL DECORATIVE FASCIA (WOOD, ALUM. OR HARDBORD) (2)#10 S.M.S.@ EA. VALLEY, TYP. (12) - #14 x 1/2' S.M.S. EACH SIDE OF 3• (6 TOT .S. II #12 S.M.S. II TYP. THICKNESS =.035 (24 TO — SO. SIDEPOSF 3' SO. 6.38• TYP. THICKN i�S$ _ .O3S" ALTERNATE 1/4'0 BOLT W/ WASHER " EA SIDE OF 3' SO. POST -- + II + + ++ + + + + ++_— ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w + OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED 3 T 1.10.75j O NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I 1+1 I.so'I IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS — 3 so. PosT SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCHI-BEAMFLANGE 2.35. I -BEAM ALUM ALLOY AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I SO. POST,CONNECT WEB 3"� THRU-BO TS STL C--BEAM TO POST W/ 2) 8 TOTAL= (8}1/2"0 BOLTS c0 4'1 -BEAM, 4414 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST AND (3) - 5/6" 0 THRU BOLTS SQ. POST (6-TOTALl)1 @ T I -BEAMS ALTERNATE: 1/4"O COLT W/ WASHER U01 EA. SIDE OF 3• SO. POST O O O rr UG ER FASCIA SPLICE WHERE 4n 2.00' OR�40" 3' SO. POST MAG BEAM OCCURS 3"SO. STL BEAM 070" TYP. 0 0H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ALUM. ALLOY 3" x 8" x .042" BEAM, ROOF LIVE AND SNOW LOADS 600-10 4" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. a. ------- I I I " SQ. STEEL OR IAG BEAM. "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING = 3/4' Lam. FASTENER TO FASCIA- SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES O O O #14 x 1/2" S.M.S. TOP AT OVERHANG (6)-#14 SDS @ EA. SIDE a BOTT. (2) -TOT. SPLICE WHERE s TOP $ BOTT. TOT.=24 O OCCURS 4. ' 11" ROOF PANEL o o (iFASTENER 61/2' TYP. 0o GROUP O O ROLLFORMED OR O O EXTRUDED GUTTER ALUM. BRACKET X 3"X 3" ALUM. OR #14 S.M.S. @12"O.C. ALUM. ALLOY 16' 1' STEEL POST F lsCIN 6063-T63'-0' 7" I -BEAM 6 112"x2°x.024 2" 1' 'L' SEE TABLE MOMENT "PLICE "U" BRACKET - RAFTER TO BEAM RAFTER 1 %2" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE 2 LATTICE TUBE TO RAFTER 16 I "U" BRACKET - RAFTER TO BEAM 17 ALUM. ALLOY 3105-H25 1 1.50" 28" 2" 2" y �T018' 1 ALUM. ALLOY 3105-H25 .28" 3.1 2.. f -- 8 98 x_2 "SMS, 2 1/2" 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. rO 6"O.C. MAX. 1 (6) - #14x Y4' TEK BRACKET TC (6) - #14x W BRA( 2 f - Wctio cl W U)N M o0� w a� �W � h WUjM W M O Z00 � M M QoofESS I 2 S 5885 - 1 OF CAI\F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCUTION 4 STEL JOB # 15.1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS F -SH -12 12 OF 50 SHEETS 1 0 2 0 3 0 4 0 5 e 6 0 7 0 8 HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS TRIBUTARY WIDTH TABLE NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h IWIDTH 1 1/2 SPAN + O.H. rt NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM J J HEADER �� C IF I z CEILING FAN AND/ T=.075 P: OR LIGHT FIXTURE TYP, X ( MAX. 30 lbs. ) W FAN BEAM ALUM. ALLOY 6063-T6 `— #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL W c6' W U)NL. n M ZO U rn uU) wLLj� W LLJJ C-) M o U � Z 0000 Q M U) of d' Q�pFESS IOly9� Z o S5885 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESUPnON 4 STEL JOB # 15.1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 1 12 1 12 1 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NPJ__NU NP NP NP 5' - -I - - - 11 11 12 12 NP NP I NP I NP I NP NP NP NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h IWIDTH 1 1/2 SPAN + O.H. rt NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM J J HEADER �� C IF I z CEILING FAN AND/ T=.075 P: OR LIGHT FIXTURE TYP, X ( MAX. 30 lbs. ) W FAN BEAM ALUM. ALLOY 6063-T6 `— #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL W c6' W U)NL. n M ZO U rn uU) wLLj� W LLJJ C-) M o U � Z 0000 Q M U) of d' Q�pFESS IOly9� Z o S5885 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESUPnON 4 STEL JOB # 15.1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & 10 PSF LIVE FREESTANDING SOLID COVERS LOAD - 110,120,130 MPH - EXP. B & C 1.52' 6.5" ROLLFORM .61'A 1. 9' GurTER EXT. CLIP 2 O r r i MAX•COL• SPACING ON SLAB D - F ATTACHED SOLID FREESTANDING SOLID ~ F 6. • 2. 7' 0.73• 2. 8' SPLICE WHERE occuR I I OTYP.• 1 II 3. ,TYP. J WHERE OCCURS 4. , 0.070' SPLICE 4, 2. 4'I OTYP., i L - - - - - - - - LLED T=12 GA ASTM A653 SS GRADE 50 G60 3. .032'.038' ALUM. I �3,0'� MAX.POST FTG. SPACING IN. (SPAN) ((1)) MIN. Po TYPE MAX.POST FTG. (SPAN)SPACING ((N)) MIN. POST TYPE 13'-7.. 5, 11'-9"1 -9" 120 B 11'-9"1 -4" 228dG5' 6' 11'-4" 6' 10'-9" 18 '9" 21 B 10'-9" 26L 10'x" 27 9'-8" 7 10'-0" 19 10'-0" 21 B 10'-0" 26 9'-8" 27 G , 7 93' 6.5" ROLLFORM A ALUM. ALLOY 6063-T6 3.0' MAG BEAM B ALUM. ALLOY 6063-T6 3.0' 4" I -BEAM C ALUM. ALLOY 6063-T6 00' 4.5" MAG GUTTER D ALUM. ALLOY 6063-T6 " " 3 SQ.x0.032 ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 J vI � !� 8 -6 , 8-11H922B 9'-4" 9'-4 9'-4" 26 9-1" 26 G 8 7'-7" 9' 8'-10" 20 8'-10" 22 B 27 8'-7 26 " G 9. SPLICE Tom•+ WHERE ALUM. OCCURS -----\ALLOY 606176 �� 6 -9 . 10 8'-6" 20 8'-6" 23 B 8'-6" 27 8'-1" 27 G , 10 " 11' 8'-1" 21 23 C 8'-1" 27 7'-9" 28 G 11' . n 5 -8 12' 7'-8" 21 7'-6" 24 7'-$" 28 7'-6" 28 G , 12 6,6 6' 7.0' 8.)' 01110'.042' 6' .032' 6' 0,042' TYP, TYP. TYP. TYP. I_ I 1.75' .0' 1-2,0'�MAX.O'-I F-,2,0'-I-MAX.O'-I �3.0'-I 7" I -BEAM I DBL. 2"x6.5"x0.042" J DBL- 2"x6.5"x0.032" K 3"x8"x0.042" BEAM ALUM. ALLOY 3004 H36 ALUM. ALLOY 3004 H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL sos3-Ts 1y O N r 1 SPACING ON SLAB (2), (3) cr o_ m ATTACHED SOLID FREESTANDING SOLID j p m MA POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13�-7 5 11'-9^1-7" 121 B 11'- 0'-10" 229 G 5' 11'-4" 6' 10'-9" 19 10'-7" 22 B 10'-9" 27 10'-0" 28 G 6' 9'-8" 7' 10'_D" 20 9'-10' 22 BG 27 28 7' it W/ (1) "C" INSERT ALUM. ALLOY 5' W/ 2) °C INSERTS 063-T6�. H ( ALUM. ALLOY a 6a R 6063-T6 TSCA ASTM ,4 CA NOTE: ASTM GRADE 50 WHERE'C' SPLICE OCCURS AS SHOWN IN 8.0' 7'8 5' Ass3 ss c6o 8. ' SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' GSE 50 FULL LENGTH OF THE 7"I -BEAM. TYP. G60 TYP, J ILL (n O 8'-6" 8' 9.-4„ 20 9'-2" 23 B" 26 27 G 8. 7�_7^ 9' 8'-10" 21 8'-8" 23 B 27 28 G 9. ,- " 6'-9" , 10 $'-6" 21 8'-3" 1 B" 27 J'_6 28 G 10 6'-2" 11' $ -1 ^ 21 7'-10' 24 B 27 " 29 G 11' 5'-8" 12' 7'-8" 7" 225 C " 230 G 12' 1 625' I-3.0'-- I-4.0'---I-3.0'-I 875 I--3.O.� I �4.0'�3.0'- - I I-3. MAX. MAX. DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 14 GA. STL. INSERT W/ DB.L. 14 GA. STL. INSERT = Q- MAX.COL. SPACING ON SLAB (2).(3) �¢ = F F 3 F ATTACHED SOLID FREESTANDING SOLID >- Q x j p m,,,,W/ MAX POST FTG. SPACING (IN.) (SPAN) (1) MIN.kMA POST(IN.) TYPE FTG. (1) MIN. POST TYPEALUM. 13'-7" 5' 11'-9" 20 22 B 29G 303"x8"x0.042" 5, ALLOY 3004 H36 ISI ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 OR EQUAL11'-2" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: "SAMPLE^ W/ 12 GASTLINSERT W/ DBL'. 12 GA. STL. INSERT FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 EXPOSURE B NOTE: WHERE 12 AND 14 GA STEEL INSERTS FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3"x8' BEAM. THE FULL LENGTH OF THE 35.8- BEAM. FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf. MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE M r "'; (n (%) O 11-4 6 10'-9" 20 10'-2" 23 B 28, 30 G 6 9'-$ ^ 7 10'-0" 21 9'-6" 23 B 9'-9" 28 8'-1 �' 29 G , 7 n 8'-6- 8 9'-4" 21 $'-1 O" 24 B8'-3" 19'-2_1_-27 29 G 8 1,-7^ 9, 8'-10" 22 8'�" 24 B 8'-8" 27 7'-10' 29 G 9. 6'-9" 10' 8,-6" 22 8'-0' 25 B 8'-3" 28 7'-6" 30 G lo' 6 -2 11 8'-1" 23 7'-7" 25 B C T-10" 29 7'-2" 31 G 11 ' , 51-8" F , 12 T-$" 23 7'-1" 91r, C 7'-7" 29 6'-9" 31 G , 12 OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM.I MAXIMUM COLUMN SPACING ON EXISITNG SLAB. !" 21 r` N ti ti W (p 0c; 2 Lu°'�'? Z 0 U rn W Q�>5 u Lu W LLI LU cc i M O Z Do < cooj rn Q�FESS Iq�l S5885 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS unRN OlTE DESCRIPTION 4 STEL JOB # 151071-1 DATE YnO15 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 14 OF 50 SHEETS Ll ti 04 W co oo Z 0) LijLu Fft WW co M M U a? Z 00 Q M Q�pFESS Ip1�� co o S5885 OF cp'0F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCR�iK#! 4 STEL JOB N 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS 2 r` N f` f` M W�NOO°o � M w a�� u�w� L1.1 � M � J M C=) U � Q M U) ai rn Q�pFESS 1(�4 S5885 � - 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS WJd( DAIS DESCRFfIDN 4 STEL JOB # 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L; 110-130 MPH SH -16 16 OF 50 SHEETS e 0 r o n 0 , v ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7" I -BEAM 7" I -BEAM H W/ (2 "C" INSERTS I DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAMLLJ OR Ko I1 I..L C MAX.COL. SPACING ON SLAB (2).(3) FQ F m 3 ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID j p m MAX POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST MIN, MAX.POST FTG. SPACING POST SPACING (IN.) (SPAN) TYPE (SPAN) (t) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX•POST MAX.POST FTG. SPACING SPACING (IN.) FOR DBL. FOR 3"x8" 2'zB.Sx0.032" BEAM (1) MIN. POST TYPE MAX.POST MAX.POST FTG, SPACING SPACING (IN.) FOR DBL. FOR 3"x8" 2'x6.5'x0.03 BEAM (1) MIN. POST TYPE O 13'-7" 5, 26'- 26,-9" 226 E 24' 2"3 -8' 334 G H 29 29'-6" 227 E 26'-26"-2" F32 H I 16'-0"6 -0" 222 g 16'-0 --116-3" 230 G 13'-12 -7^ 13'- 2'-10" 121 B 13'- 12'-3- 13'-8 2'-7" 229 G 5- 11,x„ 6, 25'- 25'-3" 227 E 23'- 22 �" 333 G H 27 27'-9" 228 E 25'- 24,_7„ 34 G H 14'- 714'-7" 223 B 14'-14 -0" 229 (j 12 -1"1-0„ 12'-61 _9" 121 B 12'-"1 -2" 12'-6"1 -6" 228 G 6' 9,_8„ 7, 24'-0" 4,-0" 228 E 21'- 21 �-3" 333 G H 26 26'-4" 229 E 24'- 23-4 3� H 13'-6; 3,-6" 223 C 13'6" 229 Cj 11'-10'-8" 11 0" 222 B 11'-1"0 11'-1"0 -8" 227 G �� � 8'-6" � 8 23'-0" 23'-0" 26 29 E 20'-1 20'-3" 32 32 H 25'-3" 25'-3" 27 30 E 23'-0" 22'-4" 33 33 H 12'-8" 12'-8" 21 24 C 12'-8" 12'-2" 28 28 G 10'-0" 10'-1 10'-2" 20 22 B 10'-6" 9'-9" 10'-1 10'-0" 27 27 G 8 ..� vi LL � O � „ 7-7 , 9 22'-1" 27 22'-1" 30 E 20'-1" 33 24'-3" 27 19'-7" 33 H 24'-3" 31 E 22'-1" 34 H 12'-0" 22 21'-7" 34 I 12'-0" 24 C 12'-0" 29 11'-6" 29 G 9'-10" 10'-2" 21 9'-4" 9'-8" 23 C B 9'-10" 10'-2" 27 9' -2 -27 G 9 6,_9„ 10, 21' 231 E 19'-48'-10 333 H 23'- 23'-6" 232 E 21 20'-9" 334 I 111'-411 -4" 225 C 11' p -10" 229 G 9'-4" 9,-0„ 9 -29 -2" 223 (� 9 8' 9" 9'2" - _6" 227 (j 10' 6'-2" 11' 20'-8" 28 20'-8" 31 E 18'-9" 34 I 22'-9" 29 18'-3" 32 E 20'-8" 35 I 10'-1 22 20'-2" 35 0'-10" 25 E 10'-1 30 10'-4" 29 G 9'-0" 8'-4" 21 8'-T" 8'-4" 23 C 9'-0" 8'-4" 28 8'�" 7'-8" 28 G 11' r 5,_8„ 12, 20'- 20'-1 " 232 E 18'- � 7,-9" 335 � 22'- 22,-1" 233 E 20'-119,-7" 335 J 10'-4"0'-4" 226 E —10'-0- 330 G a'-7 8 -2" 7�-87 -8" 223 C 8'-7"8,-0" T- 7'-1 " 228 G 12' C MAX.COI. SPACING ON SLAB (2),(3) � H �_ :)a m � ATTACHED SOLID FREESTANDING SOL/D ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � j o m � MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX•POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN, MAX•POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST MAX.POST FTG. SPACING SPACING (IN.) 2-x85 x0032' FBEAMB" (�) MIN. POST TYPE MAX•POST MAX.POST FTG, SPACING SPACING (IN.) 2x65" 0032" FOR 3"x8" (1) MIN. POST TYPE c O 13'-7' S 26'-9" 26'-6" 24 28 E 24' 4" 23'-1" 34 36 H I 29' 6" 29'-2" 25 29 E 26'-1 25'-4" 35 36 I K 14'-10 20 22 B 16'-0" 14'-7" 30 31 G 13'-2" 12'-7" 13'-8" 1'-8" 20 21 B 13'-2" 12'-3" 13'-8" 29 30 G 5 � 6, 25'-34'-10 229 E 23'- 21'-9" 335 H I 27 27'-6" 230 E 25'-23'-10 336 H K 14 13'-8" 223 B 14'-13-4" 231 G 12'-;; -0„ 12'-60-8" 222 B 12'-11'-2^ 0-6" 229 G 6' 9,_8„ 7, 24'- 23,-8" 23p E 21'9" -8 334 H I 26 26'-1" 231 E 24'-02"2 -g 345 H I 13'-6"12'-8- 223 C 13'-6 2'�" 230 G 11'-10-8 11'-70 -0" 223 B 11'-10-4" 11'-79 -8" 228 G 7' � 8'-6" 8' 23'-0" 22'-8" 27 31 E 20'-1 19'-9" 32 34 H 25'-3" 25'-0" 28 32 E _[1 2'-8" 11'-10 21 24 C 12'-8" 11'-7" 28 30 G 10'-6" 10'-0" 10'-1 9'-3" 21 23 B 10'-6" 9'-9" 0'-1 9'-1" 27 28 G 8 J vi � a6,_9„ , „ 7 -7 , 9 22'-1" 28 21'-9" 32 E 20'-1" 33 24'-3" 29 19'-0" 34 H 24'-0" 33 E 22 11'-2" 24 K19 C 12'-0" 29 1'-0" 29 G 9'-10" 10'-2" 22 9'13" 8'-9" 23 C B 9'-10" 10'-2" 28 9'-2" 8'-7" 28 G 9 10, 21' 21'-1 " 232 E 19'-48 �" 333 H I 23 23'-2" 233 E 11'-4"0.8"225C11'-40,�„229G9-a9,-0„8'-4"224C B9�8'-99-27'9"228G10' 6,_2„11,20' -20' -4"33E18' -9;-933422'-22-6'334E 10 10'-2" 225 -7J E 10'- 9'-10" 329 G 9'-0 8 -7 8-48.0" 224 C 9'-0" -a" 81� 7'-1" 229 G 11' 5 8 12 20'-1" 9'-10' 30 34 E 18'-3" 17'-3" 35 34 � 22'-1" 21'-10' 31 35 E 20'-1" 19'-1" 36 35 J 10'-4" 9'-9" 23 26 E 10'-4" 9'-6" 30 30 G 8'-7" 8'-2" 7'-8" -4" 22 24 C 8'-7" 8'-0" 7'-8" 6'-7" 28 30 G 12' 2 SPACING ON SLAB (2).(3) 7 o m � � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTAND/NG SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID � o m� � MAX•FOST FTG. SPACING IN.) ( (SPAN) (1) MIN, POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST MAX.POST FTG. SPACING SPACING (IN.) FOR DBL. 2"x6.5'x0032' FBEAM B" ( i) - MIN. POST TYPE MAX•POST MAX.POST FTG, SPACING SPACING (IN.) FOR 2'k6.5' 0032' FBEAM B" (1) MIN. POST TYPE 13'-7 „ � 5 26'-9" 25'-9" 26 29 E 24'-0" 22'x" 35 37 I K 29'-6" 28'-6" 27 30 E 26'-4" 24'-8" 36 38 K 16'-0" 13'-8" 22 24 B 15'-7" 13'-4" 32 32 G 13'-2" 12'-7" 13'-1" 0'-9" 20 22 B 13'-2" 12'-3" 13'-0" 10'-7" 27 29 G , 5 O r 11,-4„ g' 25'-3" 27 4'-3" 30 E 22'-7" 35 I 27'-9" 28 21'-1" 37 K 26'-9" 31 E 24'-1 36 I 14'-7" 22 23'-3" 37 K 12'-7" 24 B 14'-3" 31 12'-3" 32 G 112'-1 " 12'-0° 21 11'-6" 10" 23 B 27 F--111'-2" 9'-8" 28 G 6' 7, 24'-23,-1" 231 E 21' 20'-1" 336 H K 26 25'-6" 232 E 23' 22'_1„ 337 I K 13'-6 1'-8" 225 (; 13'-1"1'-4" 331 G 11'-10-8" 11'-19-2" 223 B 11'-10�^ 11'-19,-0" 227 G 7' , „ 8-6 1 8 23'-0" 22'-1" 29 32 E 20'-7" 34 36 H I 25'-3" 24'-4" 30 33 E 22'-8" 21'-2" 35 -:;;37 I K 12'-8" 10'-10 24 26 �' 12'-4" 10'-8" 30 30 G 10'-6" 10'-0" 10'-4" 22 24 B 10'-6" 9'-9" 101-4" 8'�" 27 27 G 8 J vi Q ��_��� 9' 122'-1:_,1'-3" 233 E 19'-9" 34 H 24'-3" 30 18'-6" 35 I 23' 6" -7-:34 E 21'-9" 34 I 12'-0" 24 20'-4" 36 K 10'-3" 26 C 11'-8" 29 G 9'-10" 9'-9" 23-8" 9'�" 8'-1" 24 B 27 9'-2" 7'-10" 27 G 9' 6'-9" 10, 21' 20'-7" 334 E 19 17'-10 335 H I 23 22'-8" 335 E 21'1" ,-8" 336 I J 11 -4 9 -9" 22T (; 11'-19'-7" 230 G 9'-4- 9 -0" 9 -27,_8" 225 C 9'-4 8'-4" 8'-9 7,_2^ 227 G 10, 6'-2" 11' 20'-8" 31 9'-10' 35 E 18'-6" 32 17'-3" 35 J 22'-0" 36 E 20'-4" 35 I 10'-1 25 19'-1" 36 J 9'�" 27 E 10'-7" 29 9'-2" 31 -0" 8'-4" 23 8'-7" -4" 25 C 8'-0" 6'-7" 28 G 11' 5'-8„ 12, 20'-l" 19'-3"' 9'-3" 335 E 18'-0 6'-9" 334 I J 22 21'-3" 337 E 19'-9"8 6" 335 J 10'-4 9 0" 227 E 10'-28 -9" 3 31 gGk -7 8'-2" T-8" '-10" 225 C 8'-7 T-4 r 2 r` N f` f` M W�NOO°o � M w a�� u�w� L1.1 � M � J M C=) U � Q M U) ai rn Q�pFESS 1(�4 S5885 � - 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS WJd( DAIS DESCRFfIDN 4 STEL JOB # 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L; 110-130 MPH SH -16 16 OF 50 SHEETS 7'-4 6'-0" 228 G 12' ^ �16ATTACHED_& FREESTANDING'SOL'ID COVERS=10•PSF-LIVE-LOAD --110,120,130PM H -EXP. B & C 3"x8"x0.042" BEAM t---L3"x8"x0.042" B � DBL. 3"x8"x0.042" BEAM DBL. 3x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERTO 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 MAX.COL. SPACING ~o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. ~ 5 ^=^ 1� 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 c (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 c 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' 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 5'-10" 26 4'-10' 34 28'-4" 27 27'-0" 37 11,-4„ 6, 17'-16'-6" 224 (; 17 16'-1" 231 G 16'-9 224 C 16'-9"6 231 G 18'-4"8 225 (; 18'-4"7 331 G 23' 23'-8" 227 E 23'- 22,-9" 333 H 25'-15 -10^ 227 E 25'-14'^ 336 J 6' r 6'-9" _2" -4 -8" 10" 9,_8„ 7, 16'-15'-3" 224 (; 16' 15'-0" 230 G 15' 15'-7" 224 C 15'-1"5-0" 230 G 17'-117•-1" 225 E 17'-116'-4" 331 G 22'-22-0" 227 E 22'-21-1" 333 H 24' 228 E 24'- 23,-1" 335 J 7' 24'-0" 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 " 9 14'-4" 23 E 14'-4" 30 G 13'-9" 23 E 13'-9" 30 G 15'-1" E 15'-1" 21 G 19'-4" 25 E 19'-4" 33 H 21'-2" 26 E 21'-2" 35 J , 9 LL 13'-7" 25 13'-2" 30 13'-9" 26 13'-3" 30 15'-1" 14'-6" 30 19'-4" 29 18'-7" 32 21'-2" 29 20'-4" 35 6'-9" 10' 13'- 226 E 13'-8 2 330 G 13' 13'-1" 226 E 13'-112'-7" 330 G 14' 1'4 P24 E 14'- 231 G 18'-4 229 E 18'-j 333 �„I 20'-120 230 E 20'-11 335 J 10' 2'-10" . -7" -3" 3'-9" 8'-4" r-8" -1" g,�" 6'-2" 11' 13'-1" " 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 H 19'-2" 27 E 19'-2" 36 26 12'-0" 30 12'-6" 26 12'-0" 30 13'-8" 13'-1" 31 17'-7" 30 6'-10' 33 19'-2" 30 1 B -6" 35 rF57-8" 12' 12'-6'; 227 E 12'-6"1'-6" 331 G 12'-0 2,-0„ 227 E 12'-0"1 331 G 13'-113 228 E 13'-'12 332 G 16'-91-- 230 E 16'-9 6 344 H 231 E 18'x"7,-8" 336 J 12' -9" _6" -1 " -7" 9" -2" 118'18'-4" } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID �- FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- = MAX.COL SPACING F p p MAx•POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. F F ] p ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � (2) (3) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 19'-3" 22 C 19'-3" 32 G 18'-4" 22 �' 18'-4" 31 G 20'-1" 22 �' 20-1- 32 G 25'-1 24 E 25'-1 34 H 28 25 E 27'-8" 35 I 5, O 16'-6" 24 B 16'-1" 32 17'x" 24 17'-0" 33 H 19'-0" 25 18'-6" 33 H 24'x" 27 3'-10' 36 K 26'-8" 28 26'-1" 37 K 17 225 C 17'-14'-8" 332 G 16'-95'-10' 225 C 16'-9"5,-6" 332 G 18'-4"7 18'-4"7'-0" 333 G 23 228 E 23'- 21 335 H 229 E 25'-23,-9" 336 H 6, „ `226 `C- H 22'-3" 125'-24-4" r-9" J 9,_8„ 7, 16'-14-0" 225 C 16'-�3'-8" 331 G 15' 226 C 15'-i4�" 331 G 17'-116'-1" 226 E 17'-'15'-8" 332 G 22' 229 E 22'-20,-2" 334 H 24'-0.2'-7" 229 E 24'-0"22'-1" 335 H 7, 14'-8" 20'-8" I J 8'-6" 8, 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 29 14'-13 G 16'-0 5 227 E 16'-0'4,-8" 332 G 20'-19'-4" 229 E 20'-7"8'-10' 3 34 H 22'- 21 �-2" 230 E 22'- 20,-8" 334 H 8, • 13'-1" 26 C 12'-9" 30 13'-9" 26 -6" 31 _1 I 7-7 " 9 14'-4" 24 E 14'-4" 30 G 13'-9" 24 E 13'-9" 30 G` 15'-1" 25 zr'E 15'-1" 31 G 19'-4" 27 E 19'-4" 32 H 21'-2" 27 E 21'-2" 34 H 9, LLi� 12'-4" 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13'-10" 31 H 18'-3" 30 T-10 33 20'-0" 31 19'-6" 34 I 6'-9„ 10, 13'-81'-8" 227 E 13'-8"1,-6" 330 G 13'-12'-4" 227 E 13'-12,-1" 330 G 14 228 E 14'- 331 H 18'-4"7'x" 230 E 18'-4'�,-0" 3 H 20'-119 231 E 20'-118,-6"3 34 H 10' H 13'-6" 3,-2" 33 -0" I d. 6'-2" 11' 13'-1" 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 11' Q 11 -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, 0,-8" 227 E 12'-60 330 H 12'-0"1-3" 22g E 12'-0"1-1" 330 H 13'-1" 229 E 13'-112,-1" 332 16'- 231 E 16'-9^5,-6" 333 H 17'-4„ 232 E 18'-4"7-0" 334 12' �" 5'-10" 118- - ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. SPACING H p MAX POSTFTG. 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. ~ ^^ ISL 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) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 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' 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 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 r 6, 16'-9" 24 C 16'-9" 32 G 16'-9" 24 C 16'-6" 32 G 18'-4" 24 C 18'-0" 33 H 23'-8" 26 E 23'-1" 35 1 25'-1 27 E 25'-3" 36 J 61 11,-4„ 13'-10" 25 13'-6" 32 14'-7" 26 14'-3" 33 H 15'-10' 26 15'-7" 34 20'-6" 29 20'-1" 36 K 22'-4" 30 21'-10 37 K 9,_8N 7, 15'-12'-9" 226 (; 15'-6 332 G 15' 13'-6" 226 C 15'-; 3 332 G 17'-114,-9" 227 E 16'-8 333 G 22'-09 229 E 21'-6 3 H 24' 230 E 23'_6" 336 I 7' 2'-7" -2" 4,-6" H -0" 8'-7" 35 1 20'-9" 0,-3" K J 8'-6" 8 14'-7" 25 E 14'-6" 31 G 14'-7" 25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 , 8 12'-0" 26 C 11'-9" 31 12'-8" 27 C 12'-4" 32 13'-10' 28 13'-6" 32 17'-9" 30 17'-4" 35 I 19'-6" 31 19'-0" 35 7-7 " , 9 13'-9" 25 E 13'-8" 30 H 13'-9" 25 E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 19'-4" 28 E 19'-0" 33 H 21'-2" 29 E 20'-8" 34 H , 9 LL 11'-4" 27 11'-1" 31 G 12'-0" . 27 11'-8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31 16'-4" 34 18'x" 32 18'-0" 35 1 (n 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 H 18'-4" 29 E 18'-0" 33 H 20'-1" 30 E 19'-8" 34 H 10' - 10 9 27 10'-7" 30 G 11'-4" 28 11'-7" 31 12'-4" 29 12'-1" 31 16'-0" 31 15'-7" 34 17'-4" 32 17'-1" 35 1 � 6'-2" 11' 12'-6" 26 E 12'-6" 31 H 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 11' Q 10 -3 28 10'-1" 31 10'-10' 28 10'-7" 31 11'-10' 29 11'-7" 31 15'-2" 32 4'-10 33 16'-7" 33 16'-3" . 34 T' 5'-8" 12' 12' 9'-10" 228 E 1'-1 331 H 12'-00 229 E 11'-10,-1" 331 H 13'-111'-4" 230 E 12'-911'-1" 331 H 16'-9 4 332 E 16'-6'4,-3" 3 18'-4'5,-10 333 E 18'-015,-7" 334 12' 9'-8" �„ -7" 33 1 2 ti W CD � W U� N co rn LLJ Zcyi O U waLLJ� uU) wLLJ � LLI Wco M M o U M �Z00 Q M v rn of ESS ►cyVy� 2 o S588 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARX DATE DESCRIPTION 4 STEL JOB # 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 17 17 OF 50 SHEETS 2 0 3 0 4 0 5 7 0 B M o V u t r o b o M , o SPACING It BEAM TYPES ATTACHED 8, FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ.x0.032" ALUM. BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM E W/ 12 GA. STL. "U" CHANNEL OR K ATTACHED fREESTAND/NG ATTACHED FREESTAND/NG 032' 6' MAX.COL. r MAX.POST MAX.POST MAX.POST MAX.POST FTG. MIN. j o SPACING � C1 MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. T=12 GA. 042' 8 . ON SLAB SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR 3 z8" (IN.) POST FOR DIBL FOR 31 x8" CIN.) POST 523: ASTMA653SS � (2) (g) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2•x6.5'x0.032" BEAM (1) TYPE 2'x6.5'x0.032 BEAM (1) TYPE r GRADE 50 G60 3.0' 0.042' 032' TYP, 13'-7" 5' 16'-9" 15 14'-7" 29 G 14'-1 15'-4" B 15 14'-1 15'-4" " 28 G 5' ALUM. 0,4,0' O " 1 16'-9" ;'-17 B 14'-7" 31 H 4'-10" 15'-4" 17 --1 4,-6" 15'-1 30 ' MAX. 6 15'-3" 16 B 13'-3" 28 G 13'-7" 14'-1" B 15 13'-7" 14'-1" 28 G 6 15'-3" 18 13'-3" 30 H 13'-7' 14'-1" 17 13'-3' 13'_g^ 29 DBL 2"x6.5"x0.032" � 14'-2" 16 12'-4" 28 12'-7" 13'-1" 15 13'-1" 28 , I ALUM. ALLOY 3004-H36 9 _9, 7 14'-2" 18 B 12'-4" 30 G 12'-7' 13'-1" g 17 12'-3' 12'_g^ 29 G 7 3" SQ.x0.032" ALUM. BEAM OR EQUAL 13'-3" 16 11'-7" 29 11'-9" 12'-3" 16 11'-9" 12'-3" 28 W/ 12 GA STL. "U" CHANNEL DBL. 2"x6.5"x0.042" �1 3x8"x0.042" BEAM J 8'-6" 8 13'-3" 19 B 11'-7" 29 G 11'-9" 12'-3" g 18 11'-6" 12'-0" 28 G 8' E J ALUM. ALLOY 3004H36 K ALUM. ALLOY 3004-H36 J „ , 12'-7" 17 11'-0" 29 11'-2" 11'-7" 16 1 1'-2" 11'-7" 29 ASTM A653 SS OR EQUAL OR EQUAL � 7'-7 9 12'-7" 19 � 11'-0" 29 G 11'-2' 11'-7" B 18 10'-10 11'_3" 28 G 9 GRADE 50 G60 6'-10„ 10, 12'-02 -0„ J17 19 C 10'-4" ,�„ 330 G 10'-710,-7' 11'-011 -0" B 169 10'-710'-3' 11' 0 229 G 10' ' S' a 6'-2" 11' 11'-4" 17 9'-10" -;,-r3 0 fi 10'-1" 10'-6" 17 10'-1" 10'-6" 29 G 11' O 11'-4" 20 C 9'-10" 30 10'-1' 10'-6" B 19 9'-10 10'-1" 29 r 10'-1 18 9'-6" 30 9'-8" 9'-8" 29 r=,z OR 5,_8„ 12' 20 C 9'-6" 30 H C 19 9'-6" 9'-2"2g G 12' 14 GA. 7,8 rJ' ASTM A653 SS GRADE so cso } ATTACHED FREESTANDING ATTACHED FREESTANDING } MAX.COL. a F MAX.POST MAX.POST MAX.POST MAX.POST FTG. MIN. 5 o_ 8 0• � SPACING � o MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. DNS LAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m 0,042' 625' (2), (3) (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6 5" 0 032' FBEAM 6- (1) TYPE 2x8 5 xD0A32' FOR3'.8- 0.042'B- (1) TYPE F TYP. 16 14'-7" 31 H 14'-1 15'-4" 15 14'-1 15'-4" 30 .875' O 13'-7 5 16'-4" 18 B 33 J 14'-8" 15'-2" B 18 14'-1" 14'-7" 31 G 5 3"x8"x0.042" BEAM g� 15'-3" 16 13'-3" 30 H 13'-7" 14'-1" 16 13'-7" 14'-1" 29 , � W/ 14 GA. STL. INSERT B 13'-3" 32 I 13'-4' 3'-10' B 18 2'-10" 13'x" 31 G 6 0'�+—MAX.�3,0 ASTM A653 GRADE 50 G60 � 9'-9" 7' 14'- 3'-10" 1 19 g 2,,�„ 231 VG 12'-712' 13'-12'-10' B 169 12'-712'-0' 13-112'-4" 230 G 7' 3"x8"x0.042" BEAM ,J 8'-6" 8' 13'-3" 17 B 11'-7" 29 11'-9" 12'-3" g 17 11'-9" 12'-3" 28 G 8' DBL. 3'x8"x0.042" BEAM W/ 12 GA. STL. INSERT 13'-0" 20 11'-7" 31 11'-8" 12'-1" 19 11'-2" 11'_7�� 30 L ALUM. ALLOY 3004-H36 N ASTM A653 GRADE 50 G60 J 7'-7" 9' 12'-7" 18 11'-0" 29 11'-2" 11'-7" 17 11'211'7" 29g� OREOUAL12'-3" 20 C11'-0" 30 11'-0' 11'-4" B 20 10'-7" 11'-0" 29 G NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED , 12'-0" 18 10'-4" 30 G 10' 17 10'-7" 11'-0" 29 , (n 6'-10" 10 C B G 10 THE FULL LENGTH OF THE 3"x8" BEAM. ^ 11'-8" 21 10'-4" 30 H 10'-6" 10'-9" 20 10'-1" 10'.q" 29 FOOTNOTE: "SAMPLE" O 2„ 11, 11'-41'-2" 121 C 9'-1 9'-10" 330 H 10'-1lo,-o,, 10'-610,-3" g 120 !2 Q'-1 "9'-7" 10'-6" 0 -6'9'-6" 229 G 11' FIGURE INDICATES � 5'-8" 12' 10'-110" 121 C 9'-6" 9'-6 331 H 121 91-81, 91-81, g,�„89” 230 G 12' EXPOSURE B—a FIGURE INDICATES T --120R EXPOSURE C /_14 cA. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. ASTM } A653 ss ATTACHED FREESTANDING ATTACHED FREESTANDING GRADE 8, ' T MAX.COL. � = MAX.POST MAX.POST MAX.POST MAX.POST r � 50 G60 2 SPACING =) o MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. a o ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m .042' FOR DBL. FOR 3•x8' FOR DBL. FOR 3'x8' � FOOTNOTES TO ALL SPAN TABLES: TYP, G (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2•x6.5"x0.032• BEAM (1) TYPE 2-4.5'.0.0k' BEAM (1) TYPE � 1. FOOTING SHOWN REPRESENTS LENGTH OF G 13'_7" 5, 16'-9" 17 14'-7" 32 I 14'-1 15'-4" p 16 14'-1 15'-2" 31 G 5, EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 15'-0" 19 B 14'-7" 34 J 14'x" 4'-10' B 19 13'-8" 14'-2" 33 H WHERE SLAB OCCURS, CUBED FOOTING SIZE M 15'-3" 18 13'-3" 31 I 13'-7" 14'-1" 17 13'-7" 13'-1 31 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. I I 3,0' 6' 13'-9" 20 B J B 19 12'-6 13'-0" 32 G 6' 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLABMAX.—i-3'�'--1 14'-2" 18 12'-4" 31 H 12'-7" 13'-1" 17 A -7"I2'-1 SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"X0.042" BEAM � 9'_9" 7' 12'-9" 20 B 12'x" 33 J 12'-2" 12'-7" B 20 G7' SHOWNINTHISCOLUMNORTHEMAXIMUMPOST�/y/ DBL. 14 GA.INSERT�,10- 113'-3" 18 11'7"30 H 11'-9"12'3" 18 , SPACING SHOWN FOR THE SELECTED BEAM.8'-6 811' -1020g1' -7"32J11' -4"119B20 G83.THESLABSHALLBEAMINIMUM10'-0"WIDEBYTHEASTMA653GRADE50G60� 12'-7"19 11'-0"F H11'2"11'7" 18MAXIMUMCOLUMNSPACINGMEASUREDATTHE7,_7911'-3" 21BG 9COLUMNANDSHALLNOTCONTAINANYCRACKINGFORDBL. 3"x8"X0.042" BEAM �11'-0"I10'-9"1'-2"21 EDGE SHALL BE 911% MCINIMUMM COLUMN TO SLAB P W/ DBL. 12 GA.INSERT 6'-10" 10' 12'-00 $ 121 C B 10' 10 H G 10'-710 _2 010 -7 B 121 9 9" 10 9'-1 Q 230 G 10' ASTM A653 GRADE 50 G60 6'-2" 11' 11' 19 9'-10" H10'-1"10'-6"1910'10'-3"291NOTE:WHERE12AND14GASTEELINSERTSOCCURASO10'-2"22 v9'-10"I9'-9"0219'-3"g'-0 2cn W C. 00 0W 00 U) � M Lu Lu Lu LUW M M O Z � � M CQ rn Q�pFESS Igy9� � S588 � - 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPf10N 4 STEL JOB # 151071-1 DATE 3r3rzo15 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 34 34 OF 50 SHEETS THEFULLLENGTHOFTHE3'x8'BEAM.5-8 "31GSEEALTERNATEFOOTINGTABLESSHT.9FORATTACHEDCOVERSSHOWNINTHESPANTABLES,THEYSHALLBEINSTALLEDr,1O'-12O9'6"H 12g'_g"22vg,_6" g'_8^9'8"199'-B"9'�", 12 1 0 2 3 0 4 5 0 6 0 7 0 8 o n o V u o t r to n - 2 W CN CO op CN 2 w M �) U OZ w uU)W� Lu LIJ W 25 Z 00 ¢ M rn QRpFESS I(� o S5 85 - 1 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRwnm+ 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 OF 50 SHEETS ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 2"x6.5"x0.042" J � DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT } ATTACHED FREES ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG ATTACHED FREESTANDING ATTACHED FREESTAND/NG _ = MAX.COL. SPACING � o MAX.POST FTG.. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAYROST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j p ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m ?� (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (2),(3) 13,_7" 5' 18'-0" 15 B 18'-0" 29 21'-8" 16 g 21'-8" 31 G 20'-9" 16 B 20'-9" 31 G 22'-8" 17 B 22'-8" 31 G 29'-2" 18 C 29'- 28'-6 336 H 5' O 18'-0' 18 17'-6 31 C7 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 22'-1" 33 H 29'-2" 21 I 11'-4" 6' 16'-4; 168 B 16'4"16,-0' 230 G 19'-9 119 C 19'-9'9'-3" 332 G 19'-0 9 119 B 19'-0 8,-0„ 332 G 20' 120 �• 20' 332 G 26'-26'-8" 121 E 26'- 26'-0" 335 H 6' 6'-4 9'-9" -0" 20'-8" 2'0'-2" 1 9._9„ 7' 15'-215,-2' 169 B 1514'-10" 230 G 18'-48'-4" 120 C 18'-4'7'-10' 331 G 17'-17-7" 119 C 17'-1"7'-1" 331 G 19'-1'9-2" 120 (; 19'-1'9-2" 332 Cj 24'-24'-8" 122 E 24'-24,-1" 334 H 7' J 8'-6" 8' 14'-3" 17 g 14'-3" 29 G 17'-2" 18 C 17'-2" 31 G 16'-6" 18 C 16'-6" 31 C7 18'-0" 18 C 18'-0" 31 G 23'-2" 20 E 23'- 2"2 333 �„� 8� 14'-3 19 13-10 29 17'-2' 20 16'-9' 31 16'-6" 20 16-1 " 31 18'-0 21 18'-0' 31 23,-2,-:22 -7 J 7'-7 , 9 13'-6" 17 C 13'-6" 30 G 16'-3" 18 E 16'-3" 31 G 15'-6" 18 �' 15'=6" 31 C7 17'-0" 18 E 17'-0" 32 C7 21'-1 20 E 21-1 34 H 9' 13'ILL-6' 19 13'-1 30 16'-3" 21 15'-9" 31 15'-6" 20 15'-2" 31 17'-0" 21 17'-0" 31 21'-10' 23 21'-3" 34 6'-10" 10' 12'-9" 17 C 12'-9" 30 G 15'-4" 18 E 15'-4" 32 C7 14'-9" 18 E 14'-9" 32 G 16'-1" 19 E 16'-1" 32 G 20'-9" 20 E 20'-g"'-2" 334 H 10' 12'-9' 20 12'-6' 30 15'-4" 21 15'-1" 32 14'-9" 21 14'x" 32 16'-1" 21 16'-1" 32 20'-9" 23 6'-2" 11' 12'-2" 18 C 12'-2" 31 G 14'-8" 19 E 14'-8" 32 G 14'-1" 19 E 14'-1" 32 G 15'-4" 19 E 15'x" 32 G 19'-9" 21 E 19'-9 9.3" 334 11' O 12'-2' 20 11'-10" 30 14'-8" 21 14'-4" 32 14'-1" 21 13' 8" 32 15'-4" 22 15'-4" 32 19'-9" 24 r 5'-8" 11'-811-8' 120 C 11'-811 331 (� 14'-114'-1" 122 E 14'-113'-9" 332 C7 13'-6 3 121 E 13'-6 332 G 14'-9"4 122 E 14'-9'4 333 H 19'-0 9 224 E 19'-0 8 335 12' 12' -6" 3'-2" _9" -9" -0" -6" } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING _ MAX.COL. SPACING _ < 0 o MAX•POST FTG. MIN. MAX OST 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. ~ ~ m ON SLAB M 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (2) (3) 13'-7" 5' 18'-0" 16 g 18'-0" 31 G 21'-8" 17 B 21'-8" 33 H 20'-9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-2" 19 C 29'- 337 I 5' O 17-8 19 17'-0 31 H 21'-4" 20 20'-7" 34 20'-4" 20 19'-8" 34 H 22'-4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" K N 11,-4" g' 16'-4" 17 B 16'-4" 30 C7 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20'-8" 18 C 20'-8" 32 G 26'-8" 20 E 26'-82"5'-3" 336 I 6' r 16'-2" 19 15'-7 30 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'-4" 21 19'-8" 34 H 26'-3" 23 K 9'-9" 7' 15'-2" 17 B 15'-2" 30 G 18'-4" 18 C 18'-4" 31 G 17'-7" 18 C 17'-7" 31 G 19'-2" 19 C 19'-2" 32 G 24'-8" 20 E 24'-8" 34 H 7, 15=0 20 14'x" 30 18'-1" 21 17'-4" 33 H 17'-3" 21 16'-8" 33 - 18 10' 21 33 H 24'x" 23 23'-6" 36 I J 8'-6" 8' 14'-3" 18 B 14'-3" 29 C7 17'-2" 19 C 17'-2" 31 16'-6" 18 C 16'-6" 30 C7 18'-0" 19 C 18'-0" 31 G 23'-2" 21 E 23'-22'2 335 H 8' 14'-1' 20 C 13'-6" 29 17'-0' 22 16'-3' 32 G 16'-2" 21 15'-7" 32 17'-8" 22 17'-1 33 H 22'-9 24 p I J 7'-7" 9' 13'-6" 18 C 13'-6" 30 G 16'-3" 19 E " � 31 G 15'-6" 19 C 15'-6" 31 G 17'-0" 19 E 17'-0" 32 G 21'-1 21 E 21'-20'-8 33a H 9' LL 13'-3" 21 12'-9' 30 16'-0" 22 5'-4" 32 15'-3" 22 14'-8" 32 16'-8" 22 16'-1" 32 21'-6" 24 I 6'-10" 10' 12'-9" 18 C 12'-9" 30 G 15'-4" 19 E " 32 G 14'-9" 19 E 14'-9" 31 G 16'-1" 20 E 16'-1" 32 G 20'-9" 21 E 20'-9 9-8" 334 H 10' 12'-7" 21 12'-1 30 15'-2" 22 4'-7" 114'-8' 31 14'-6" 22 14'-0" 31 15'-10' 23 15'-3" 32 20'-4" 25 6'-2" 11' 12'-2" 19 C 12'-2" 31 G 14'-8" 20 E 32 G 14'-1" 19E 14'-1" 32 G 15'-4" 20 E 15'-4" 32 G 19'-9" 22 E 19'-9 8-9" 334 11' 12'-0" 21 11'-7" 30 14'-6" 23 4'-0" 32 13'-10 23 13'-4" 31 15'-2" 23 14'-7" 32 H 19'-6" 255._8..12' 11'-8"1'-6" 122 11' 811-1' 331 G 14'-13,-10' 223 E 13-4" 332 G 13'-63-3" 223 E 13'-62-9 332 (j 14'-9'4 223 E 14'-9'4'-0" 332 H 19'-0 8-8" 226 E 19'-0 8-0" 334 12' H }ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREES ATTACHED FREESTANDING ATTACHED FREESTANDING } X: = MAXcc COL. SPACING x 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, MA POST FTG. MIN. MA POST FTG. MIN. j p N SLAB 0(12),(3) m3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING IN POST m 3. (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (2) (3) (3) 13, 5' 18'-0" 17 B 17'-8" 33 G 21'-8" 19 g 21'-4" 34 H 20'-9" 18 B 20'-4" 32 H 22'-8" 19 B 22'-4" 35 1 29'-2" 20 C 28'-9" 37 K 5' O 17'-3' 20 16'-6' 34 H 20'-10 21 20'-0" 36 K 20'-0" 21 19'-1" 34 I 1'-10' 21 C 20'-10' 36 K 28'-2" 23 E 6'-10' 39 11,-4„ 6, 16'-4" 18 B 16'-2" 32 G 19'-9" 19 C 19'-7" 33 H 19'-0" 19 B 18'-8" 32 H 20'-8" 19 C 20'-4" 34 H 26'-8" 21 E 26'-32"4'-7" 338 K 6' r 15'-10' 20 15'-1' 33 H 19'-1" 22 18'-3" 35 1 18'-3" 21 C 17'-6" 33 1 20'-0" 22 19'-1" 36 1 25'-9" 24 9._9.. 7' 15'-214'-8' 121 B 15'-0'4-0" 333 G 18'x"7'-8"r2l C 18'-16'-10' 334 H 17'7"17.-0" 122 C 17'-16'_2.' 333 G 19 223 �. 18'-117-8" 335 H 225 E 24' 337 I 7. H H 18'-6" 124 23'-10' 22'-9" K J 8'-6" 8' 14'-3" 19 B 14'-1" 31 G 17'-2" C 17'-0" 32 G 16'-6" 20 C 16'- " 30 G 18'-0" 20 C 17'-8" 33 G 23'- " 22 E 22'-9" 35 I , 8 13=9 21 C 13'-1" 32 16'-7' 15'-10' 34 H 5'-10" 22 15'-2" 32 H 17'-4" 23 - 16 7 34 H 22'-3 25 21'-3' 37 K J 9 13'-6" 19 C 13'-3" 30 G 16'-3" E 32 G 15'-6" 20 C 15'-3" 31 G 17'-0" 21 E 16'-8" 32 G 21'-1 23 E 21'-6" 34 H7-7 9 13'-0' 22 12'-4' 32 15'-8" 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 C 12'-7" 30 G 15'-4" 21 E V14'-6" 32 G 14'-9" 21 E 14'-6" 31 G 16'-1" 21 E 15'-1 32 H 20'-9" 23 E 20'-4 9 336 H 10, 12'-3' 22 11'-9 31 14'-10' 24 33 H 14'-2" 23 13'-7" 31 15'-7" 24 14'-10' 33 20'-0" 26 -1" 1 6'-2" 11' 12'-2" 20 C 12'-0" 31 G 14'-8" 21 E 32 H 14'-1" 21 E 3'-10" 32 G 15'-4" 22 E 15'-2" 32 H 19'-9" 23 E19'-68'-2" 33511 -9 23 11'-3" 31 14'-2" 24 32 G 13'-7" 24 13'-0" 31 14'-10" 24 14'-2" 33 19'-1" 27 5'-8" 12' 11'-$1,'-3' 223 (. 11'-61 331 C7 14'-113,-7" 224 E 13'-113 332 H 13'-6 3 224 E 13'-12 332 H 14'-9 225 E 14'-6"3'-7" 332 H 19'-0 8 227 E 18'-8 7 335 12' p'-9 -0" -0" -0" G 4.-2" -3" -6" 2 W CN CO op CN 2 w M �) U OZ w uU)W� Lu LIJ W 25 Z 00 ¢ M rn QRpFESS I(� o S5 85 - 1 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRwnm+ 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 OF 50 SHEETS ga:':> 'wI1 .. `"yi•i+., y,�„il:.µ tdF`4,' y-�y'�:. i; ,y}wv vl `,` .. .. .- - .. _ W O O O N O A O W O 10 PSF L.L. — 130 MPH REG/Sp ��T 10 PSF L.L. — 120 MPH 10 PSF L.L. — 110 MPH O Cll tT 109 E ESCALONES V OD CO W N Z D UI O a= V O CO W N Z-0 v q q . q V OD CO W N Z D .- OD N A O) CO �' 4 v Z O Oo_ 1 N C 1 V 1 1" Cfl y v Z � 1 OD 1 N_ O 1 V I" O) I" CD V w(" Z � (n n 4�r 4�r X12 rm � 0 N OOD V qTRIBUTARY N y TRIBUTARY N 0 TRIBUTARY _ WIDTH _ - WIDTH _ - WIDTH m90 N O N N N N W N N V N CO W N In N O N N N N W 1" N U2 N V 1" N O 1" W N 1 N (n � NN.. O 1 1 N N 1 W j" 0 V 1" CO 1" N 1" N (p � O NO N0° NaD W NW N-' NN WO ��� Npp NO NO W! NW CP N-' NN co WO N ' �n� n NO O NO NOD N ' W NW - N"' NN CD WO N >n. 2Z0 Dm Om OD 1"!� OD OD p (a N_ O O L Cb CA Cb p Ca ' N_ O zZ0 O n OD �_ Cb 0� p V',) j N_ O O •'f n N N N ' __ NN NN N-' �Z ON NN NN NN N� _ Nr NO NO .., Z Z m0 N K) N N� N N� N N-' N NO o N N007 n OZ O O) CT Cn A �-- 0) CAto CT ? W W CTl A. A W W N N D7 r ; x _a 0 �c m m m m m m m m *u m m m m m m m m °Z m m m m m m m m �°Z m i. m .-t • m --I N co G) X D O W O N O1 N N N N W CNj, N I N CO W N N N O N N N N W N V N CO W N U) O _N N N W N V N CO W N N �c7D O� paD N N W ? ON O �n� A OD a aD N_ aD N W N N W_ n� N_ �_ N_ N o N� N W N� N W �Dzn� (nA N_ _ _' gZy O ' N_ N� A Cn ' Vn' ' O� ' gZw m paD N00 W , O _ CDN ��_ ' T -4N 2Ci O O L7 m y N _ o p OD CA W Ill O� N v2N O y r I m _ W WC7 W WC7 ' W WCn W WCn W WO W WO W W V W AW �Z� G7 ~ O W G3 C" W WO) W WCn W WCn ' W W.A W WCn W WCn W WIT �Z� G7 a 2 O W WO W WO W WCn W WCA =W WA W W W W W W �D WJa OZ� L7 ~ O W Z (nY mC7 xO O O O V V O CO O :� CA Cn to cn CA V V OD :r T CA CA A A Ln CA O :-. m ?� 'u O z _ _ _ m z — _ T. T. T. — T. T. T. ` _ — — T. z 90 (A O OD V C7) TRIBUTARY N 00 TRIBUTARY N TRIBUTARY _ - WIDTH _ - WIDTH _ - WIDTH J cn REG/Sp ��T D p K c K C o o w o � 2$ T��ENG/NEEF.�/NG VX o w D � 109 E ESCALONES CD �, ch �. SAN CLEMENTE, CA 92672 9 y�.��''; �N� 949.388.9333 1 FAX 949.388.3773 n o V u o e o r V o n o I o J00 i °fession°� OQ?,OFESSlp �� ��\E I C q rF° .�� �k��•��� K' ROSFA�2� h`'� ��� K`� aJ� , i y 49725 v� _cam yin LICENSED DUSTIN o C 72487 m' a S5885 7O PROFESSIONAL °C GIN ER I K' . p EXP. No. ZONA U. EOFCAUFO� OF Cp,E�F� yes 06�3U O,K 7 R 5��SF DUSTIN K. /c0 2 IDUSTIN ROSEPINK'� ROSEPINK o o op 4 ' = 20550 � Exp. 12/31/15 � 20460 '"',I�iNinnn`�111`1\`CONAL °• 019$6 ONAL 1,11111111,,,,7 O�.�NCA/?� PROFESS 'CSN �.ROSFn 5S1O�al Eng�ne�� �NGINEE� i0 AS 12 ~� 2 t Mia W � W U) CV Lu M V U � Z 0LIJ LL Lu WW co M O Z � � MU) � ICT Q�OFESSI�! � S.5885 � i OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRFfION 4 STEL JOB H 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR ADDITIONAL STATE LICENSURE STAMPS SH 'pF O'••. �9<Qom° ROs rC�. Fg2'J 81971 PE 12202 - SEAL - 35 ROS�1.�`� ''��11111111``11 i N S� K. RD ouALtiN r N 1 G 0 M ,. - 50 50 OF 50 SHEETS