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BPAT2016-000878-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Tit�t 4 4 Oumrcv COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERM Application Number: BPAT2016-0008 Property Address: 49720 COACHELLA DR APN: 646230005 Application Description: JOHNSON RESIDENCE / PATIO COVER 320 SF Property Zoning: Application Valuation: $4,000.00 Applicant: VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO, CA 92203 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C-8. C51 License No.: 937811 Date: 7- `Z3 6 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 (� 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 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 Address: 36 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/23/2016 . Contractor: VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO, CA 92203 (760)534-4634 Llc. No.: 937811 WORKER'SCOMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ 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 Code, I shall forthwith comply with those provisions. Date: -Z�� 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 relating to building construction, and hereby authorize representatives of this city to enter upon,the above-mentione property for inspection purposes. Date: Z� V Signature (Applicant or Agent): • o• o -}�S Y,gh 9 S`Ll q� .. tE } Yt } G i , p a c 4rc� t '43 'tl. �P `rz T { .'.'� s DESCRIPTION g ACCOUNTS 111 g� �..{R Q � PAID DATE .:ter.,.>.v:::hk.�E,....<wti. AMOUNTID� -moo ».a BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/23/16 . F;;,_.x x; s ,♦. ,kms.,. r,; PAID BY F c: METFOD RECEIPT # CHECK # CLTD BYE t„ , 1;IF11-4>.-,.�.,, a,� ...ate„aau.m ..�.",:�W,z m�•...z,.<",.,_.«.a.>< ,y_�}. ,.:".�rs..,.��., VALLEY PATIOS INC DBA VALLEY C CHECK '1113180 1180 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 r > "� 4y3'. 'ya'yj s- ' DESCRIPTION x n .�,ih, ACCOUNTr .� x r QTY „3-r3 �S "�1� PAID - r t r �4 •..<': ,....4:: 9 ': s - '..'e'.>".i �..-\' Ar'f �xa..'Zr'S M�3.o-., n'.... fkxaAMOUNT, PAID;DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17' 2/23/16 s1 -: rha, y P,, S� "'"" _ PAIDY �kM' ET,HOD+L i, 3..� � ° S .✓-P . '4 Wz,�'o"".'ri; .9' 9%,�f y s f CH<'Ea-x:C�wKwv#_ '. e'�...�CLTRECEIPT :.Cn ,g. �,: an DBY:. VALLEY PATIOS INC DBA VALLEYC CHECK R13180 1180 MFA JY ":' DESCRIPTION. \'S sACCOUNT i.'�.,,.,.4..N PAID h F `_,i {CtTYa^ ,�ANIOUNT�r , ,P4AIDyDATE PATIO COVER, STD, OPEN 'PC 101-0000-42600 0 $95.72 $95.72 2/23/16 ,_d :�.vis..r tm� Z,. .� .py=iy4 .'Ras` '3 : '� 23 3 h 3+�a..'_`.e`.' 1gx. PAIDBY,y x ...>?.�} s�a: h�METMODg ..`RECEIPT #CHECK #� CLTD BY VALLEY PATIOS INC DBA VALLEY C 'CHECK R13180 ' 1180 MFA Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 DESCRIPTION- ACCOUNT AMOUN' `PAID PAID DATE; ti r > ,,QTY SMI - RESIDENTIAL 101-0000-20308 0 $0.52,$0.52 2/23/16 `..i z:. a-Y s � 5 .. METHOD � RECEIPT # s CHECK #.� CLTD x . s�PAID'BY R x rt BY VALLEY PATIOS INC DBA VALLEY C CHECK R13180 .1180 MFA Total Paid for STRONGMOTION INSTRUMENTATION SMI: $0:52 $0.52 Description: JOHNSON RESIDENCE / PATIO COVER 320 SF CONDITIONS Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 2/23/2016 MFA ENGINEERED - OPEN Approved: 2/23/2016 MFA Parcel No: 646230005 Site Address: 49720 COACHELLA DR LA QUINTA,CA 92253 Subdivision: TR 3976 Block: Lot: 9 Issued: 2/23/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,000.00 Occupancy Type: Construction Type: Expired: 8/21/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 92203 Details: 320 SF ALUMAWOOD PATIO COVE PER 2013 CALIFORNIA BUILDING CODE ,_j Applied to Approved Approved to Issued CHRONOLOGY CONDITIONS NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO CA 92203 CONTRACTOR VALLEY PATIOS INC DBA VALLEY CONCRETE & 37897 CHESTERFIELD STREET INDIO CA 92203 OWNER MARVIN JOHNSON 861 SWANDYKE CASTLE ROCK CO 92253 FINANCIAL INFORMATION Printed: Tuesday, February 23, 2016 12:46:32 PM 1 of 2 %w�' �L.1 L.1 SYS TERAS Permit Details PERMIT.. NUMBER - City of La Quinta BPAT2016=0008 " ATTACHMENTS Printed: Tuesday, February 23, 2016 12:46:32 PM 2 of 2 SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY . BY BSAS.SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/23/16 R13180 1180 CHECK VALLEY PATIOS INC MFA DBA VALLEY C Total Paid for BUILDING STANDARDS ADMINISTRATION - $1.00 $1.00 BSA: PATIO COVER, STD, 101-0000-42404 0 $97.17 $97.17 2/23/16 R13180 1180 CHECK VALLEY PATIOS INC MFA OPEN DBA VALLEY C PATIO COVER, STD, 101-0000-42600 0 $95.72 $95.72 2/23/16 R13180 1180 CHECK VALLEY PATIOS INC MFA OPEN PC DBA VALLEY C Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89 SMI - RESIDENTIAL 101-0000-20308 0 $0.52 $0.52 2/23/16 R13180 1180 CHECK VALLEY PATIOS INC MFA DBA VALLEY C Total Paid for STRONG MOTION INSTRUMENTATION SMI:' $0.52 $0.52 TOTALS: •. •„ ATTACHMENTS Printed: Tuesday, February 23, 2016 12:46:32 PM 2 of 2 SYSTEMS Golf Course Common Area Bin # Qty of. La Quin to . Building 82- Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 7 Z J CpackAl% 9 t, Owner's Name: l ka f J t A ,o.k A Sr 1 A. P. Number: Address: Lm D Legal Description: City, ST, Zip: LV, GNU C44 '177-ZQ. Contractor:r: VQl e T(�l I U T le hone: 70O S-5 Nb L1 Address: 676 00 ,.�'tn fd/' ad - ProjectDescription: a (U44,a ./'00 o o....coveT ' City, ST, Zip: k/M Ud`t ✓UA.P 5 CA- U , Tele hone: '760 O P 2 3 3 t State Lie. # : 13-7 (9 If City Lie. Arch., Engr., Designer: Address: City, ST, Zip: h ne: Telephone: • Con tructi n Type: Occupancy: moStateLic.#. Project �P (circle one): New Alter Repair Demo Name of Contact Person: A/t,d, Sq. Ft.: ?j 7,4) 1 # Stories: # Units: Telephone # of Contact Person: -j (Do.- 2_O 3 lEstimated Value of Project: ©p C) APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2nd 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 ROUSE:- '"! Review, ready for correctionstiissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION 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 (LIP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (.1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). . 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH = 110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1. 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: S5= 1.50, S, = 0.6, Ste= 1.0, Sa 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 `WTE�ENG/NEER/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 388-9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949)388-3773 SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK. SE S88S 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 QUINT/ � �NT /' SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, QQI- 0 Q i V f SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF>�tiaa�a� 11.Q -1l , & SAFEN DEPT SH - 21-23 .....SOLID COVERS ATTACHED &FREESTANDING BEAM SPANS, 25 PSF S.L Phi ^ SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110436-Mr1 ' V E D SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 111jOPN ���- U(;TION SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110=°130 MP11 SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130,MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L,.110- k�0 SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110= IGj SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-13010-H _ 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 i N WU) LLI o Lilt O U W Q�� uLLI U)w� LLI LU C'7 o U Z co UQ M �FEss ►mac 55 85 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESLRITION 4 STEL JOB # 157071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 OF 50 SHEETS 3 a 0 5 0 6 0 7 0 B A• w o o [; o ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO ROOF PANEL SEE TABLES SUPPORTING WALL LFNGTy HANGER & BEAM. SHEET 8 O. SPF "O.H." NOT TO EXCEED 25% SyA� STRUC OF ROOF PANEL 4 ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� Po FOR MANDATORY SPLICE. Sp,, S7 -Sp/ NO BEAM SPLICE AT EXTERIOR POSTS. SFF T qQ POSTS, SIZE VARIES "O.H." NOT TO EXCEED 25% SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS OF ROOF PANEL 1 SOLID PANEL STRUCTURES ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 3 1/2" SLAB ATTACHMENT --J W W 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. 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 EXC OF ROC ALLOWAE SEE DETAIL 11, FOR MANDATOR` NO BEAM S EXTERIOI POSTS, SL 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS ✓ I W I J �/ SEE TABLES \j/ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "CM FREESTANDING W/ CANTILEVER OPTION ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL PER FT ATTACHMENT TO SUPPORTING BEAM.---------- "O.H." NOT TO EXCEED 25% ATTACHMENT OF ROOF PANEL ROOF PANEL SEE TABLES SEE DETAIL A, B & C, LFNGTy SEE DETAIL 11, SHEET 12✓ SHEET 8 Alyp OF SHEET 4 FOR ROOF NO BEAM SPLICE AT SyA� STRUC PANEL UPPORTINGEq ATTACHMENT O MIN. 0.25" SLOPE PER FT. � ES TNF RO FCT 3 1/2" SLAB NST HANGER & TO CONSTRAIN FOOTING, SEE TABLES l O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE.ppFAM SM SP,gN/ BEAM -SEE TABLES N SPLICE AT SFF T,gB�FSING FOR POST SPACING EXTERIOR POSTS. POSTS, SIZE VARIES MINIMUM EEkC NOT TO SEE SHT. 11 FOR OpeEO25i EAU UMBER OF REQUIRED COLUMNS ALL OWASLF 11/2" SLAB ATTACHMENT SP MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL PER FT ATTACHMENT TO SUPPORTING BEAM.---------- "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN J� SEE DETAIL 11, SHEET 12✓ FOR MANDATORY SPLICE. PO SPAN/ NO BEAM SPLICE AT r SFF T SPAC/q TABLFS EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED _ TO CONSTRAIN FOOTING, SEE TABLES l BEAM -SEE TABLES FORPOSTSPACING 0j, NOT T III OF f3 dd ALOCESIII W� ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 FOOTINGS ✓ I WI J �� SEE TABLES \J/ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Ll 2 I` W m c6 W Nao 2 owU� uC) U)LEI � LLJ wM M o U l'. 00 Q Cloc Q�FESS Il S5885. OF Cp1.�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MURK DATE DESCRIPTION 4 STEL JOB # 15.1871-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH - 1 1 OF 50 SHEETS IL A u o C D e E o r o OPEN LATTICE STRUCTURES RAFTER, SEE TABLES - MAX. O.H. O.H WALL LEDGER OR 25% OF RAFTER ROOF OVERHANG, SEE DETAIL A,B 8 C. 9r ALLOWABLE qz �S�' O SPAN %\ Cpl O� q SHEET 8. � DETAIL 11, SHEET 12 @ q uj Fspgh D EXTERIOR POSTS FT q C' G MANDATORY BEAM SPICE - SEE MANDATORY BEAM SPICE - SEE O� DETAIL 11, SHEET 12 NO BEAM SPLICE AT S EXTERIOR POSTS SF Tsp EXTERIOR POSTS SEE POOSTST DETETAI • LENGTH OF STRUCTURE VARIES POST WITH SIDE L TP EA S SFFl °qC�/ @F . pp3T'M$eq WITH ANY OTHER 3 1/2" SLAB FX/ST/NG@ O/�,G WALL LEDGER OR \ ROOF OVERHANG, SEE DETAIL A,B 8 C. SHEET 8. � 9 p�� POST WITH SIDE PLATES SEE SHT, 11 FOR MINIM M NUMBER OF REDUI COLUMNS 3 1/2" SLAB ATTACHMENT @FMAYBE USED WHERE )STg41Sp PERMITTED. NOTE: EACH COMPONENT IS INTER- SFFlpgC�i SEE TABLES CHANGEABLE'WITH ANY OTHER q@�FSG COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. I TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE i RAFTER, SEE TABLE FOR SIZE AND SPACING . MAX. O.H. O H 2So 25% OF RAFTER ^ALLOWABLE X i Q. 11, HEET 12BEA ��G60G DETAIL 11, SHEET 12 uj LENGTH OF STRUCTURE VARIES D EXTERIOR POSTS FT q C' G MANDATORY BEAM SPICE - SEE O� DETAIL 11, SHEET 12 ` NO BEAM SPLICE AT OST S EXTERIOR POSTS SF Tsp p @ QST SEE POOSTST DETETAI FT'9@ q�iH POST WITH SIDE L TP EA S SFFl °qC�/ MAY SEE FOOTINCHANGEABLE WITH ANY OTHER 3 1/2" SLAB q@�FS G COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT MAY BE USED NOTE: EACH COMPONENT IS INTER- pp TO CONSTRAIN CHANGEABLE WITH ANY OTHER SF ;l FTq@�FSNG FOOTINGFOOTING, SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 3112" SLAB ATTACHMENT C MAY NOT BE COVERED. SFFTpyCq/V/ FOOTING SEE TABLES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE a NOTE: THIS OPEN LATTICE -TYPE STRUCTURE RAFTER,SEE MAX. O.H. 25% OF RAFTER ALLOWABLE SPAN, WALL LEDGER OR `ROOF SSEE HEET DETAIL B & C8. SPICE - SEE MANDATORYTAIL MANDATORY MANDATORY BEAM SPICE - SEE 11, HEET 12BEA ��G60G DETAIL 11, SHEET 12 NO BEAM SPLICE AT NO BEAM SPLICE ATS� STSp SEE POST DETAIL, EXTERIOR POSTS FT q C' EXTERIOR POSTS (p�3 O� LENGTH OF STRUCTURE VARIES`' 3 112" SLAB p @ QST MAY BE USED POST WITH SIDE L TP EA S SFFl °qC�/ MAY SEE FOOTINCHANGEABLE WITH ANY OTHER SEE SHT. If FOR MINIMUM NUMBER OF REQUIRED q@�FS G COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES COLUMNS p S�MSp TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE NOTE: EACH COMPONENT IS INTER- 3112" SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER SFFTpyCq/V/ MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. 9@�FSG NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE MAX. O.H. 25% OF RAFTER ALLOWABLE SPAN V 'pQF ARIES LENGTH OF STRUCTURE VARIES— MANDATORY MANDATORY BEAM SPICE - SEE DETAIL 11, SHEET 12 POST CR SSSECTION, NO BEAM SPLICE ATS� STSp SEE POST DETAIL, EXTERIOR POSTS FT q C' 3 112" SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- pQs SFFT MAY SEE FOOTINCHANGEABLE WITH ANY OTHER SpgOj 9@�FSNG TABLES COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES — MAY NOT BE COVERED. TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE f S2 Tu x NO Wr r-- cl W FNM rn �U)wu- W W M C'7 O Z coco U)C'7 Q�pf ESS I� 55-85. OF CAL-.\FO`� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAwc I DATE DESCRFTIDN 4 STEL JOB # 157071-1 DATE 302015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS a � l� y� •l � 3m A o n u 0 e o r 0 G a m o I J SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI -"V" PAN 2I 5I 12"x 3 1/2"W PANEL 6" / 8" x 2 }4" FLAT PAN r25' _ 35• 40 R=.117' 09R CI.S. ` .1 5' 1B0^ 77' b7' .67' .40' .75' .43, •45' (ALL UNMARKED RADII .06R) T (SEE TABLE 3. 0' BELOW) 65. T= (SEE TABLE .70' 25' 2. 6' 1. 0' Ll BELOW) 282• 2, .38' T= (SEE TABLE HELOW I. -.40' 45' .35' .7 ' .65' TYP• 3' .403.00' .50' -4.50' 4.50- 401 ..5 3A0.40, .433' 0' 43' L3' .433' 1.92 .7 ' L92' .71 L92' zs 4.00' 120' ='/8A0' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, psf 20 1 25 30 40 50 24" TRI -•V• PAN - 0.88 0.83 0.75 0.80 24•x2Yz"x0.018" 0.85 0.80 0.65 0.65 - - LUSL PANEL'T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.0 EXP.B EXP.0 EXP.B EXP.0 13'-9" (IN.)EXP.B 020(1) 110 MPHSPAN 10'-3" 10'-3• 10'-3" 10'-3" 10'-3" 10'-3" 12'-0" .018 11'-1" 11'-2" 10'-7" 10'-7" 9'-11" 15'-3" 15'x" 9'-0" 8'S" 8'-7" 8'-1• 8'-2• 7'-5" 024 12'-3" 12'-0" 12•_3• 12•_3• 12'_3" 12'_3" 10 .024 12'-7" 12'-8" 11'-10 12'-0' 11'-1" 10 10'-10' 17'-7" 10'4" 9,_9, 9. 9. 9,_2, 9,_3» 6._7» 12'-8" 12'-0" 14'-3" 14'J" 14•_3, 14'_3• 1�Yl.032 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-9" 14'-0" 5'-10' 5'-10" 5'-10' 1z'$" 12'-1" 12'-1" 11'-2" 19'-7• 040 8'4" 8'4• B'4" 8'4• 6'4" 8'4" .018 1 T-7" 16'-8" 16'-9" 15'-s" 16'-0" 15'-0" 12'-1" 114 T -s' 7'-5" T-5" 7 2" T-2• 6'-10' 14'-2" .020(1) 10'-1" 10'-1• 10'-1" 10'-1" 10'_1" 10'-1" 20 .024 10_1• 9'-6" 9' 6" 9'-0' 9'-1" 6'$• 18'-0" 12'-0• a' -W 8'4" 8'-5• 8'-1 • 8'-1 • 7'-9" 024 12•_1" 12•_1, 12•_1, 12'_1, 12'_1, 12-1- .032 11'-2• 10'-9• 10'-9" 10'-3" 10'4• 9'-10" 20 13'-1" 10'-9" 10'-3" 10'4' 9'�' 9'-9' 9'-9" 16'-2" 15'-0" 7'-3" 7'-3• 7'-3" T-3• 7'-3" 7'-3" 17'-7" .018 17'-r 13'-3" 12'-9" 12'-9" 12'4" 12'4" 11'-7" 19'4" 7'-8" 7'4" 7'4" 7'-1• T-1" V-10" .040 8'-9" 8•-9" 8'-9" 8'-9" 8'-9" 25 .024 15'-1" 14'-r 14'-7- 13' 8" 14'-1' 13'-2" 14'-10° 14'-10" 11•_1" 8'-5" 8'-1' 8'-1" 7'-9• 17 16'-t o° 164" [ill 16'-0" !1.020(l .032 10'-2" ;1 9'-3" 9'-5' 8'-11" 9'-0" 8'-6" 12'-1" 1o' -s" 0'-2" 10'-2' s' -r s' -a" s' -r 6'-r 6'-7" 6'-7" 6'-7" 6'-7" 6'-r 018 11'-0• 10'-7" 10'-8" 10'-2" 10'-3" 9'-9' 25 7'-3" 7'-0" T-0" 6'-9" 6'-10" 6'-7" 13'_2" 10'4" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3• 30 .024 11'4" 11'4" 13'--I 12'-7" 13'-3" 12'-2" 12'-3' 11'-6" 8'-3' 8'-0" 8. 7'-9" T_9• 7'-5" 14._2" 9'-1" 9'-1" 91-1" 9'-1• 9'-1" 9'-1" .032 14'4"13'-7" 20 13' 8" 13' -0°1o' 9'-10" 9'-6" 9'-0" 9'-1' 9'-2" 8'-10' TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVEISNOW LOAD, psf 20 1 25 30 40 50 12"x3X"x0.020" - - 0.88 0.83 0.75 0.80 24•x2Yz"x0.018" 0.85 0.80 0.65 0.65 - - 24"x2}4"x0.024" 0.90 0.88 0.70 0.65 24"x234"x0.032" 0.90 0.88 - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY ° APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. 7 NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" ° FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0= Ll cr) ti W m ap W U) CID rnci o0' W QLLic)� U) Lu W W M W M U � Z 00 00 (Q M mt Q�FESS 1( 4 co S 5885 - 1 OF CAL \F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK GATE DESCR®TION 4 STEL JOB # 15-1071.1 DATE 313@015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12"x 3 1/2" W PANEL 8" x 2 X" FLAT PAN LUSL PANELT (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B I EXP.0 EXP.B I EXP.0 EXP.B EXP.0 13'-9" 13'-9" 13'-9' 13'-9" 13'-9" 13'-9" LUSL 020(1) 110 MPHSPAN 120 PH S� MPHSPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP C EXP.B EXP.0 EXP.B C EXP.B EXP.0 12'-0" 12'-0' 11'-1" 11'-2" 10'-7" 10'-7" 9'-11" 15'-3" 15'x" 15_3" 15•_3" 15'_3" 15•_3» .020 024 .020 13'-2' 12'-7" 12'-8" 11'-10 12'-0' 11'-1" 10 10'-10' 17'-7" 17'-7" 17'-r 17'-7" 1�T-7"l032114'-9" 12'-8" 12'-0" 12'-0" 1114" 11'-0" 10'-9' 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-9" 14'-0" 5'-10' 5'-10" 5'-10' 9'-7" 19'-r 19'-r 19'-7" 19'-7• 19'-7" 040 >1'T 024 1 T-7" 16'-8" 16'-9" 15'-s" 16'-0" 15'-0" 12'-1" 114 11'-3" 11'-3" 11•_3, 11•_3, 11'_3" 11•_3" 14'-2" .020(1) 13'4" 12' 8" 12'-9• 12'-1' 15'-7" 15'-7" 15'-7" 10_1• 9'-6" 9' 6" 9'-0' 9'-1" 6'$• 18'-0" 12'-0• 12'$• 12' 6" 12' 6' 12' 6" 12' 6" 032 024 .032 11'-2• 10'-9• 10'-9" 10'-3" 10'4• 9'-10" 20 13'-1" 14'-0' 14'-8" 14'x" 14'-6• 14'-8" 14'-8" 16'-2" 15'-0" .032 15'-0" 15'-1" 14'-3" 17'-7" 17'-7" 17'-7" 17'-r 13'-3" 12'-9" 12'-9" 12'4" 12'4" 11'-7" 19'4" 16'_3" 16•_3» 16,_3, 16'_3, 16'_3° 16•_3" .040 .040 15'-1" 14'-r 14'-7- 13' 8" 14'-1' 13'-2" 14'-10° 14'-10" 11•_1" 1, 11'_1° 11 _1• 11 _1» 17 16'-t o° 164" [ill 16'-0" !1.020(l to' -2" 10'-2" 9'-10' 9'-3" 9'-5' 8'-11" 9'-0" 8'-6" 12'-1" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 024 .020 11'-0• 10'-7" 10'-8" 10'-2" 10'-3" 9'-9' 25 B'-9' 13'_2" 13,_2• 7'-11• 13'_2» 13•_2" 13'_2" 10'4" 10'-3" .032 9'-10" 9'-5" 11'4" 11'4" 11'4" 11'4" 11'4" 13'--I 12'-7" 13'-3" 12'-2" 12'-3' 11'-6" 13'-3• 14'_2" 14•_2• V14'-22" 14'_2, 14._2, 14._2" 015'-W .024 14'4"13'-7" 20 13' 8" 13' -0°1o' 9 -s" 9 3" -s• 1o' -s" 20 10'�10"-6�10'x" 12'-2" 11'$" 11' 8" .020(1) 11'_3, 10'_7, 13'-0" 13'-0" 13'-0" 13'-0" IT -O" 9'2" B'-9• 8'-11" 15'-6" 15'-0" 8'-2" 15 6• 11'-3• 1V-3" 11'_3» 11•_3. 11•_3» 11•_3" .024 .032 10' 6• 10'-1" 10'-2" 9'-7" 9'-9" 9'-2" 30 11'-0" 12'-6" 12'-6' 12'-6" 12'-6" 12'-6" 12'-6" 13'-7" 13'-0" .032 12'-8" 14'" -613-0 6 14'-"- 14's" 14'-6" 14'-6' 14'6"'- 12'-6" 12'-1" 11'-10" 11'-6" 11'-6" 11'-1" 13'4" 13'4" 13'4" 13'4" 13'4" 13'4" .040 oao 14'-2' 13'-8" 13'-0" 13'-0" 1210 12'4" 12'-& 9'-1" 9'-1" 9'-1" 9'-1" ' 9'- 1" 14 .020 (1) 14'-3" 9'-9" ;_7 9'-9" 9'-9" 9'-9" 8'-3" 8'-1" 8'-1" 7'-10" 7'-10" 7'-6" 10'4" 10'-3" 10' 3• 10'-3" 10'-3" 10'-3" 10'-3" .024 .020 9'-5" 9'-1" 9'-1" 8'-10" 8'-10" 8'-r 40 8'-3" 11'-4" 11'4" 11'4" 11'4" 11'4" 11'4" 9'-8" 9'-9" .032 10'4" 10'4" 10'4" 10'4" 10'4" 10'4" 11'_1, 11 _1" 11'-1" 11'_1" 10'-8" 11'_1' 12•_2• 12'_2" 12•_2. 12'_2» 12._2" 12•_2" .040 .024 12' 8• 124" 12'4" 12'-1" 12'-1" 11' 8" 9'-3" 8'-10" 8'-2" 8'-2• 8'-2" 8'-2" 8'-2" 8'-2" 11'-0" .020(l) 11'4" 11'4" 11'4" 11'4" 114 11'4• 7'-1" 7'-1" 7'-1" 6'-11" 6'-11" 6'-9" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" 9-2- .024 .032 8'-0" 7•_10" 7_10, 7'$° T-8" 10'-9" 50 10'4" 10'-7" 10'-r 0'-7" 10'-r 10'-7" 10'-r 13'-2" 12'4" .032 12'-3" >9 12'-3" 12'-3" 12'-3" 13'-1" 9'-7" 9'-7" 9'-r 9'-3" 9'-5" 8'-11" 11'_3" 11'-3" 11•_3" 11•_3» 11•_3" 11•_3" .040 .040 11'-0" 10'-10" 10'-10" 10'-7" 10' 8" 10'4" Ll cr) ti W m ap W U) CID rnci o0' W QLLic)� U) Lu W W M W M U � Z 00 00 (Q M mt Q�FESS 1( 4 co S 5885 - 1 OF CAL \F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK GATE DESCR®TION 4 STEL JOB # 15-1071.1 DATE 313@015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 8" x 2 X" FLAT PAN 6"x 2Y2" FLAT PAN LUSL P (IN.) 'T' 110 PH SPAN 120 PH SPAN 130 PHSPAN LUSL P(IN )LT 110 MPHSPAN 120 PH S� MPHSPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP C EXP.B EXP.0 EXP.B C EXP.B EXP.0 12'-0" 12'-0" 12'-6" 12'-6" 12'-0" 12'-0" 14'-7" 14'-r 14'-7" 14'-7" 14'-7" 14'-r .020 .020 10'-10' 10'-1' 10'-3" 9'-6" 9'-r 9'-0" 12'-8" 12'-0" 12'-0" 1114" 11'-0" 10'-9' 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-r 5'-10' V-10" 5'-10" 5'-10' S'-10" 024 024 10 12'-1" 114 11' 6' 10'-9" 1'0 10 1o'-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 14'-1" 13'-1" 13'4" 12'4" 12'-6" 12'-0• 16'-2" 15'-0" 15'-9" 15'-0" 15'-1" 14'-3" 17'-7" 17'-7" 17'-7" 17'-r 17'-7• 17'-r 19'-4" 19'4" 19'4" 19'4" 19'-4" 19'-4" .040 .040 15'-7" 14'-10° 14'-10" 14'-1" 14'-2" 13'4• 17 16'-t o° 1T-0" 164" 16' 6" 16'-0" 10'-2" to' -2" 10'-2" 10'-z" 10'-2" 10'-2" 12•-1" 12'-1" 12'-1" 12'-1" 12'-1' 18'4" 020 .020 9'-1" 8'-9" B'-9' 8'4• 7'-11• 10'-10 10'4" 10'-3" 9'-9" 9'-10" 9'-5" 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3• 13-3- .024 .024 20 10 -1" 9 -8" 9 -s" 9 3" 9-5" 8 -11" 20 12'-2" 11'$" 11' 8" 11'_2" 11'_3, 10'_7, 13'-0" 13'-0" 13'-0" 13'-0" IT -O" 13'-0• 15'-6" 15'-6" 15'-0" 15'-0' 15 6• 15'-6" .032 .032 11'-10" 11'4" 11'$" 11'-0" 11'-0" 10'-6" 14'-2" 13'-9" 13'-7" 13'-0" 13'-1" 12'-8" 14'" -613-0 6 14'-"- 14's" 14'-6" 14'-6' 14'6"'- 16'-B" 16'-8" 16'-8' sa •016016'-8" oao oao 1210 12'4" 12'-& 1110" 15-6" 15'-2" 15-2" 14 14'-3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9' 10'4" 104 10'4" 10'4" 10'4" 10'4" .020 .020 8'-11" 6' 8" 8' 8" 8'-3" 8'-3" 7'-10" 10'x" 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'-7" 9'-7° 9'-2" 9'-3" 8'-10" 25 12'-0" 11'-6" 11'-7" 10'-10 11'-0" 10'-6• 11'4" 11'4" 11'4" 11'4" 114 11'4• 12'-1" 12'_1• 12'-1" 12'_1• 12'_1, 12'_1, .032 .032 11'-10 11'-3" 11'-3" 10'-9" 10'-10' 10'4" 14'-1" 13'-7" 13'-8" 13'-1" 13'-2" 12'4" 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'x" 14'-9" 14'-1" 9'-3a" 9'-3" 93 9' 9'-3'" 9'9" 9'-9' 9'-9" 9'-9• 9'-9' 9'-9" .020 .020 8'-1 7. _10. '-" s'4• a8'-11*8'-1" 9'-9" 9'-9" 9'-9" '-9" 9'-9" 9'-9" 10'4• 10'4" 10'4" 10'4" 10'4• 10'4" .024 >8 .024 30 9'-1' 9'-2" 8'-10 8'-11" 8'4" 30 10'-9" 11'-0" IVA" 10'-0" 9'-11" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'4" 11'4" 11'4" 11'4" 11'4" 114' 032 .032 10' 8" 10'-9" 104" 10'4 10'-0" 13'-2" 12' 8" 13' W 12' 6" 12'-7" 11'-10" 11'-r 11'-7" 11'-7" 11'-r 11'-7" 11'-7" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 040 D4O 12'-2" 12'-2" 11'$" 11'-9" 11'-3" 14'-9" 14'-6" 14'-7" 14'-1" 14'-1" 13'-7" 8'4" 8'4" 8'4" 8'4" 8'4" 8'4" 9'-0" 9'-0" 9•-0" 9•-0" 9'-0' 9'-0" .020 .020 7 W V 6" T-8" 7'-3" 7'-2" 6'-11" 9'-1" V-10" BAD" 8'-7" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9' 6" 6• 9'-6 9'-6".024 .02440 �'-6'9"-6'9' 8 8"8-3 8-3 8-0" 81 7-t o" 40 10'-2" 9'-r 9'�" 9'-3• 9'-9" 9'-9" 9'-9" 9'-9" 9'-9° 9'-9" 12'-1" 12'-9" 12'-9• 12'4" 12 6" 12'-1• .032 .032 10'-2" 9'-10" 9'-10" 9'-7" 9'-r 9'-3" 10'-3" 10'-1" 10'-1" 91-10" 9'-10" 9'-8" 10•_7" 10'_7" 10'_7' 10'_7" 10'_7" 10'-7' 11'-2" 11'-2" 11'_2" 11'-2' 11'-2" 11'_2, 040 040 11' 6" 11'-2" 11'-2" 10' 8" 10-10 10'-6• 13'-9" 13'4" 13' 6" 13'-0" 13'-1" 12'-7' T-5" 7'-5" T_5" T-5" 8'3" 8'-3" 8'3" 8'-3• 8'-3" 8'-3".020 .0206'-5" 6'-5" 6'-5"6'-3 6'-1" 7' 8" 7'-r 7'-8' 7'-5" 7'-0, 72" 83" 83" 8-3 U7'-5"7'-5" 3' B-3" 9" 8•9"8'-9'8'9• 8'9•8'-9"50 024 0248 74" T3' T-3"7'-0" 611" 50 8 9" 8-r 8-r 8 5" 84" 8 1" 1" 9 1" 9 8" 9 6" 9-8• 91-8. 9�" 9-8" 032 032 8'-r 8'-0' B'-5" 8'4" 8'-3" 104" 10'-3" 10'-3" 10'-1" 10'-1" 9'-9- 919. 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'4• 10'4" 10'4" 10'4" 10'4• 10'4" 040 .040 9'-10" 9'-9" 9'-9" 9'-5" 9'-r 9'-2" 11'-10" 11'-r 11'-9" 11' 6" 11'-0" Ll cr) ti W m ap W U) CID rnci o0' W QLLic)� U) Lu W W M W M U � Z 00 00 (Q M mt Q�FESS 1( 4 co S 5885 - 1 OF CAL \F 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK GATE DESCR®TION 4 STEL JOB # 15-1071.1 DATE 313@015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS n• o,. o u o t o r o Ci o n 1 0 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 2 W co `6 1 �N_. �� o<A w ¢LL, ww�` wwM M M U rn �ZCCo �M rn FESSI l S 5885 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS NARK DATE DESCNPnoN 4 STEL JOB k 15.1071-1 DATE 3132D75 DRAWNBY 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 > PER FOOT OF BEAM LENGTH j� PER FOOT OF WALL HANGER AND BEAM L EN1 H PER FOOT OF BEAM LENGTH m §i 5!;E 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP, B EXP. C EXP. B EXP, C ~ ~ ~ 5 1 1 2 5' 1 1 1 1 1 5' 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 6 2 2 6' 1 1 1 1 1 2 6' 1 1 1 2 2 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 7 1 1 2 2 2 7' 1 1 1 2�22 2 7' 1 1 1 1 1 1 2 _11_-- 2 3 3 3 2 2 2 2 1 1 1 1 1 2 $� 1 2 2 2 2 2 $� 1 1 2 2 2 2 $� 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 91 2 2 2 2 2 2 91 1 2 2 2 2 2 91 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10 2 2 2 3 10' 1 2 2 2 2 2 10' 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 ---!-2 11 2 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2 3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2 12' 2 2 3 3 3 3 12' 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�423 3 3 13' 2 2 2 3 3 3 13' 1 1 1 1 1 2 3 4 4 5 2 3 3 3 3 4 2 pj 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 W co `6 1 �N_. �� o<A w ¢LL, ww�` wwM M M U rn �ZCCo �M rn FESSI l S 5885 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS NARK DATE DESCNPnoN 4 STEL JOB k 15.1071-1 DATE 3132D75 DRAWNBY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS O 4 a 5 3= 73� lam a� u= H. a a a to a U a t a h o G a ry o 1 o 1 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C LUSL ^T^ (IN.) zw a U no TYP. 3" x 8" RAFTER 8 0' z ow v o- 2" X 6 1/2" RAFTER z W ¢ cwi v oz DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LL/SL "T" SIN) 110 MPH 120 MPH 130 MPH LUSL ^T" SIN) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B I EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .042 16" 29'-8" 26'-3" 29'-6" 26'-3" 29'-8" 26'-3" 28'-9" 26'-3" 29'-3" 26'-3" 26'-3" 25'-7" 10 L .024 t 16" 16'-0" 14'-2" 15'-10" 14'-2" 16'-0" 14'-2" 15'-0" 14'-2" 15'-9" 14'-2" 13'-8" 13'-9" 10 .024 16" 22'-6" 19'-10" 22'-4" 19'-10" 22'-6" 19'-10"19'-0" 21'-1" 22'-2" 19'-2" 24" 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 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" 16'-4" 17'-3" 18'-2" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-8" 5'-10" 20 .042 16" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" P22' -9" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" .032r24- 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" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 14' 8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4" 24" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-10" 20'-2" 25 .042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 042 16" 24'-6" 24'4" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" •042 16" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29'-10- 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 17'-7" 17'-7" 17'-7" 17'_4" 17'-6" 16'-10" 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 25'-1" 25'-1" 25'-1" 25'-1" 26'-8" 30 .042 16" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 20 024 16" 12'14" 11'-9" 12'14" 11'-9" 12'11" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 20 02416'-7" 17'-4" 17'-4" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'14" 16'-7" 17'-3" 16'-7" 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" �16-7-15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" F24"- 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7"13'-7" 14'-2" 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"15'-0"15'-0" •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" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 18'-0" 17'-3" 50 .042 16" 13'11" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" •042 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 042 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'48" 25'-6" 25'-6" 25'-6" 26'-7" 25'-G" 24" F16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 24" 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 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.9'-6" 024 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" 10" P�l6'-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'-2" 24" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 12'-9" 9'-3" 25 .032 16"14'-9" 14'-4" 14'-4" 14'-9" 14'-4" 14'-9--:-:—14'-6" 14'-4" 14'-4" 14'-7" 14'4" 14'-2" 25 •032 16" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10 24" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 24„ 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-7" 16'-3" .042 16" 17'-4" 17'-4" 17'-4" 17'-4" 17'-7" 17'14" 17'-8" 17'-4" 17'-1" 042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1"25-1- 24'-6" 24'-6" 25'-1" 24'-0" 25'-1" r24- 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-7" 14'-7" 14'-7" 14' A- 14'-6" 14'-0" 24„ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-6"20'-6"20'-6" 20'-6"20'-6"20'-0" 20'-0" 0.042' TYP. 8 0' 024' 6. ' .024' 6. , 032 .032' .042' .042' 1 ---3.0'—I 1-,2.0'—I ".0'--3.0 O'—I * 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 L ATTACHED FIGURE INDICATES FREESTANDING Ll 2 tiCV w r_ cc; w (1) CV M M Z O U w aLLJ� VU)w- hwW mLUM M U 0� co � M Ct rn FESS I(� o S5885 1 OF CA1.\F( 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MOW( I DATE DESCWTION 4 STEL JOB k 15.1071-1 DATE 313x2015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS A, o y o (; y t r o {j 0 A I J RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING CV 1-0 W � � cl O V wW W 2 M W W hci o U °? Z 0 UQ M rn 00 Q�FESS I(�� S5885 1 OF CAL\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REWSIONS WM I DATE DESCRPT*N 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z~ ,c v rn o 2" X 6 1/2" RAFTER z W a v 1z DBL. 2" x 6 1/2" RAFTER LLISL ^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. g E)(p_C EXP.131 EXP.0 EXP. B EXP.0 EXP. B EXP.0 ,042' 024 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" I 024 16" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" '-0" 14 14'-8" 14' 6" 14'-8" '=6" 14 24" T-6" T-6" T-6" 7'-6" 7'-6" 7'-6" 8'-6" 8'-6" 8'-6" 8'-6-1-:-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'-4" 18'-7" 18'-7" 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 18'-7" 18'-4" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24" 15'-3" 'IT -21" 15'-3" 15'-3" 15'-3" 15'-3" 10'-8"10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 15'-1"15'-1" 15'-1" 15'-1"15'-1" 15'-1" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0"16" 15'-9" .042 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22-.042 22'-2" F"616'-0" 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'-0" 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" F-0" 9'-1" ,024 16" 2'-10" 12' 8" 2'-10" 12' 8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 7'-2" T-2" T-2" 7'-2" 7'-2" 7'-2" 24" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4" 10'-4" 10'-4" 10'x" 10'x" 9'-10" 10'x" .032 16" 10'-10" 10'-10" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 10'-10" 11'-6" .032 16" 16'-4" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1"'-1" 40 40 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" r24- 12'-6" 12'-6" 12'-6" 12'-6" W4116" "9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2"'-2"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'-4" 19'-9" 19'x" 19'-9" 19'-4" 19'-9" 19'x"'-4" 9".042 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" +24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3"11'-3" 15'-10 15'-10 15'-10 15'-10 15'-10 15'-10" 16" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10-10" 10'-10" .024 8._2_ 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" ,024 11'x" 11'-4" 11'-4" 11'-4" 11'-4" 11'-4" 24" 5'-2" T-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'-4" 91-4" 9'-4" 9'-4" 9'-4" 8'-3" 9'4" 50 .032 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 50 .032 16" 14'-8" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" T-0" T-0" T-0" T-0" T-0" T-0" 8' 4" 8'-4" 8'-4"8'-4" 8'-4" 8'�" 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-3" 11'-10" .042 16" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 042 16" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 24" 91-0. 9'-0" 9'-0" 9'-0" 9'-0"9.-0" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 14'-3" 14'-3" 14'-3" 14'-3"14'-3"14'-3" FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING CV 1-0 W � � cl O V wW W 2 M W W hci o U °? Z 0 UQ M rn 00 Q�FESS I(�� S5885 1 OF CAL\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REWSIONS WM I DATE DESCRPT*N 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 024' 6. ).032L --f6 . 032 .042' ,042' I F-2.0'�MAX.�.O'— I I-2.0'— * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING CV 1-0 W � � cl O V wW W 2 M W W hci o U °? Z 0 UQ M rn 00 Q�FESS I(�� S5885 1 OF CAL\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REWSIONS WM I DATE DESCRPT*N 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 4 I ,— lm Jo -I= j■ am IIIIIIII El. M 6.5" ROLLFORM „ GUTTER FASCIA ALUM. ALLOY 3004-H36 SPLICE WHERE ICCURS- 0.075' TYP. CB) MAG BEAM ALUM. ALLOY 6063-T6 (--,-')DBL. 2"x6.5"xO.042" ALUM. ALLOY 3004-H36 OR EQUAL (--,)DBL. 2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL 7 DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL G DBL. 3"x8"0.042" BEAM P W/ L12 GA. STL. INSERT M. ALLOY 3004-H36 OR EQUAL B NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. SPLIC WHER OCCUR 0.0 T1 C HEADER BEAM TYPES GUTTER EXT. CLIP 4" I -BEAM ?�ALUM. ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL SPLICET T=12 GA I 'INSERT WHERE W.125' ICCURS� I .. ASTM A653SS WHERE ALUM. GRADE 50 GSO 3.0' OCCURS ALLOY I a c• � e132u I 6.6 6' sos3-Ts 7 0.065' 0.110' I I TYP. TYP. � F--3.0'� 4' I I �__________� 3" SQ.x0.032" ALUM. BEAM L o.37s• W/ 12 GA. .STL. "U" CHANNEL .00' E ASTM A653 SS GRADE 50 G60 1.75' / J .0' D / 4.5" MAG GUTTER 7" I -BEAM ALUM. ALLOY , 25 F ALUM. ALLOY 6063-T6 6063-T6 L DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL li G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 p T=12 OR W/ 2 "C" INSERTS 7.8 5• ASTM H ALUM. ALLOY 6063-T6 A653 SS GRADE 50 G60 NOTE: ' WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7" I -BEAM. it 0.625' I I NOTE: 875' EACH HEADER BEAM TOP AND I BOTTOM FLANGES SHALL BE CUT AT 3"x8"x0.042" BEAM f EACH INTERIOR COLUMN WHERE 3 W/ 14 GA. STL. INSERT' OR MORE COLUMS OCCUR. DO NOT M CUT FLANGES AT END COLUMNS. ASTM A653 GRADE 50 G60/ i -3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT N 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 1 u4u I 8 - nUUn .04' STEEL 3.0' .032' 3,0 28' ALUM I I 3" SQ. ALUM POST 3" SQ. ALUM. POST % B ALUM. ALLOY 3004-H36 C'1 ALUM. ALLOY 30043 6� HEIGHT LIMITED TO36 SQ. STEEL POST 10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 0.024' 0.032' PLUGS #10 SMS '124'0 EA. SIDE 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 0.075' TYP. 3,0 MAG POST E ALUM. ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B Ll Z04r` r,_ CnW W UOci ) N ao rn ZO U W QW 2-7 ILL 07 LLI W w M w M o U rn Z co coo U) M rn Q�FEss ic�ry� �N K � S58 5 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS M4RK DATE DESCRIPTION 4 STEL JOB R 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS =3"SIDA4.188" =3"SQ.xt=0.250" IH =3"SIDA4.313" =4"SQ.xt=0,188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B Ll Z04r` r,_ CnW W UOci ) N ao rn ZO U W QW 2-7 ILL 07 LLI W w M w M o U rn Z co coo U) M rn Q�FEss ic�ry� �N K � S58 5 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS M4RK DATE DESCRIPTION 4 STEL JOB R 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS v tl o u t v Y o V o n EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE SEE TABLE 2 (E) WALL FASTENERS, SEE TABLE 3 LOADS R.F. OR EXT. HANGER PROJECTION CHANNEL, 2X OR 3X > 8' RAFTER BRACKET 30,40&50 psf ALUM. PANEL ZX OR EXIST. RAFTERS AT 3x ALUM. RAFTER 24" O.C. AT ROOF EXIST. FASCIA BOARD OVERHANG EXISTINGMAXIMUM FRAMING MEMBER AT ROOF OVERHANG 2X FULL DEPTH ALLOWABLE PROD. EXISTING EAV WOOD SCAB, TO BEAM OVERHANG NUMBER AND TYPE OF FASTENERS WHERE OCCURS, SEE TABLE 1 (24" MAX.) 110, B SEE TABLE 2 EAVE CONNECTION 120, C A 130, C I. EXISTING ROOF OVERHANG DESIGN LOADS- s AT 48' D.C. STRONG -BOLT 2 RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, L 50 psf 2" x 4" FULL 2 EXISTING RAFTER ALLOWABLE BENDING STRESS IS NOTE: WHERE COVER CONSTRUCTION INCLUDES DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS OCCUR: LEDGER OR WALL HANGER WITH FASTENERS PER TABLES 3 & 4 2x WOOD STUD OR 1' MIN, CONCRETE WALL 3 3¢' 1' MIN. %1 WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6& MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3'x8' MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2"x6 YF OR 3"x8" ALUMINUM SECTIONS. 3/16" STEEL NOTE, BRACKET CAN BE 8- 0 1/4'0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP. BRACKET ` , PROTECTION, METAL FLASHING r AT EVERY 2x CAUCK JOINTS AND SLOPE 8 G TO DRAIN (OPTIONAL) EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEE TABLE 1 11/4" 24„ 2x6 OR 2x6 LEDGER RAFTER (3)#14x3 1/2" W. NOTE, PLACE 'SIKH FLEX' OR SIMILAR NOTE: BRACKET MAY BE MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SEAL W/ SAME CONNECTION'S. C ALTERNATE EAVE CONNECTION NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psf MAXIMUM DESIGN LOAD. TABLE 1 DESIGN (E) WALL COVER LOADS OPENING PROJECTION 10, 20 psf > 8' > 18' 30,40&50 psf >6' >14' 3/16" STEEL NOTE, BRACKET CAN BE 8- 0 1/4'0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP. BRACKET ` , PROTECTION, METAL FLASHING r AT EVERY 2x CAUCK JOINTS AND SLOPE 8 G TO DRAIN (OPTIONAL) EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEE TABLE 1 11/4" 24„ 2x6 OR 2x6 LEDGER RAFTER (3)#14x3 1/2" W. NOTE, PLACE 'SIKH FLEX' OR SIMILAR NOTE: BRACKET MAY BE MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SEAL W/ 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 REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTINGMAXIMUM FRAMING MEMBER AT ROOF OVERHANG PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, B 110, C 120, B 120, C 130, B 130, C 10 s AT 48' D.C. STRONG -BOLT 2 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. a = 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 2"x 6" NOTCHED 26-0" 26-0" 26'-0" 25'-7" 25'-4" 21'-2" o LO 3 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 P. B & C) 20 SIM 8PS0 C.STREI G -HOLT 2 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 1101 120 1 130 110 120 130 110 120 130 110 120 130 110 120 130 110 1120 1130 2"x8" FULL OR 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 SATS48PSOC.S<nb)G-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2" x 4" FULL 26'-0" 26'-0" 26-0" 25'-2" 264" 20'-7" 7' (A) (A) (A) (A) (A)I(A)(A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 SS ATSI3M6' D.0 STRONG -BOLT 2 ZO 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8' (A) (A) (A) (A) (A)E(A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x6" FULL OR NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9,(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)2"x8" W 0 SIMPSON STRONG -BOLT 2 SS AT 36. O.C. (n,b) 2"x8" FULL OR 2"x10" NOTCHED()()(A) 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B)40 (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)2" 5O S ATS24SDC.S<Rb>G-BOLT 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) (B) (B) (B) (B) (B) I (B) (B) (B) (B) (B) (B) 25 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-o" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING 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) 1'a' DIAMETER LAG SCREWS. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16-0" 16-0" 16-0" (C) - (2) Y4' DIAMETER LAG SCEWS (D) - V DIAMETER LAG SCREW (E) - �'4' DIAMETER LAG SCREW 2"x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" _ 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. a= 2"x8" FULL OR 2"x10" NOTCHED -0 26'" 26-0 '" 26'-0" 26'-0" 26'-0" 26'-0" jo WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & c) (EXP. B & c) (EXP. B & c) 4O 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" ~ 1101 120 1 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2" x 6" NOTCHED 15'-6" 15'-0" 15'-6" 15'-6" 15'-6" 16-6" 2"x6" FULL OR 2"x8" NOTCHED 19'-s" 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^ 2s'-0" 26'-0" 26'-0" 2s' -o" 26'-0" 7' (c) (c) (c) (c) (c) (c) (c) (c) (c) (D) (D) (D) (D) (D) (D) (D) (D) (D) .550 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12' 1 (C) (C) (C) (D) (D) (D) (D) (D) (D) I (D) (D) (D) (E) (E) (E) (E) (E) (E) 2 W c~o C/) CN 00 ucf)w- WW M C7 M U C� Z 00 (Q M (37 FESS I( S 5885 1 OF CAI 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAK DATE DESCRUn N 4 STEL JOB 0 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEER 0 0 0 o ALUM. 3004-H36 ISEE 04" 2 TENERS "C'iET8 TABLE 3 0 3 e 4 f HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, 4— 2.740" SEE TABLE 3, SHEET 4 FASTENERS, 078 SEE TABLE 3 SHEET 8 300' .63 " 25"R .05 FASTENERS, SEE SHEET 4 20 5' J Q CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) T=.060" —J FASTENERS SEE TABLE 3 SHEET 8 n I T= - - - - - 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION -4 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING #8 S.M.S. DOUBLE RAFTER - PLAN 2 ALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) 1" 4.5" O 6" ALTERNATE: —(2}2x6.5" OR (2)•3"x8"HEAD — (2) -1/2 -BOLT 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN.40 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) - ALTERNATE: (2} 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"4.024" (1) -1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ( 5 - EXISTING ALUMINUM MEMBER WITH WOOD FILL OR NOMINAL LEDGER (NEW OR EXISTING) SEE NOTE, DETAIL B, SHEET 8 FASTNERS, SEE TABLE 3, SHEET 8 ;TING fUCCO OR EQUAL _._ .---_----- - — --- JOODSTUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DHL. 3'x8'x0.042 BEAM OR DBL. 2'x6.5'x0.032'/0.042' BEAM I '---5/8' 0 ACCESS HOLES 3' SO. POST INSTALL 6 - #14 X % LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER - DOUBLE HEADER 7 -COLUMN DETAIL Ll 204 ti W c W N o0 2 00rn u�w� WLLJm W cy) M U rn Z 00 w oi M CiJ FESS I( yl S5885 1 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DESCRFrIDN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS " FASTENERS, Lf OY SEE SHEET 4 AL ► FASTENERS, I SEE TABLE 3, SHEET 4 �� 75" 6063-T6 6063-T }--1.880" 1 ALUM.ALLOY 6063-T6 ALUM.ALLOY ALUM. ALLOY 6063-T6II OROHANGERED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER "6063-T6 "H"BRACKET NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3) Y2"0 LAG SCREWS 10# L.L= SMS EA SIDE 1 1/2" ,25#,300## LL=A (3)#14 SMS ESIDE 20# . /BEAM SPLICE TO #14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE �I 1/ OCCUR DIRECTLY OVER 5/8"0 PLASTIC 3 PER SIDE // 1 POST. NOT PERMITTED PLUG WHERE -J 1' 3/4" OR 1 1/2" 1 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 5" #14 SMS MAY I 2" x 6 1/2" OR I 3" 8" ALUM. E USE AS p 5" MIN. x 3.5" 3.5" ALTERNATE TO RAFTER 1/4"0 BOLTS � 3"x8" ALUM.Ln _ 3/4" OR 1 1/2" — —-------- 8" BEAM `, 5^ X HEADER U -BRACKET 11 OR E 1, LL EXISTING WOOD STUD FRAMING SE9 NOTES 3"x8" ALUM. (E) STUCCO BELOW I I 6 1/2" SIDEPLATE EA. 2 (E) STUCCO RAFTER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf \` I SIDE SEE POST SCHED. 2 EACH 1/2"0 x 3-1/2' LAG SCREWS L.L =20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM` 3"SQ. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD, EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 -� HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION -4 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING #8 S.M.S. DOUBLE RAFTER - PLAN 2 ALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) 1" 4.5" O 6" ALTERNATE: —(2}2x6.5" OR (2)•3"x8"HEAD — (2) -1/2 -BOLT 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN.40 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) - ALTERNATE: (2} 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"4.024" (1) -1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ( 5 - EXISTING ALUMINUM MEMBER WITH WOOD FILL OR NOMINAL LEDGER (NEW OR EXISTING) SEE NOTE, DETAIL B, SHEET 8 FASTNERS, SEE TABLE 3, SHEET 8 ;TING fUCCO OR EQUAL _._ .---_----- - — --- JOODSTUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DHL. 3'x8'x0.042 BEAM OR DBL. 2'x6.5'x0.032'/0.042' BEAM I '---5/8' 0 ACCESS HOLES 3' SO. POST INSTALL 6 - #14 X % LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER - DOUBLE HEADER 7 -COLUMN DETAIL Ll 204 ti W c W N o0 2 00rn u�w� WLLJm W cy) M U rn Z 00 w oi M CiJ FESS I( yl S5885 1 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DESCRFrIDN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS A �, o B o C o U o E o t. o G o N I v COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS .1m im= s ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 .75" r o 1.60" 1.50 ,090" TYP. INSTALL 1y" x 1Y2" x Y" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Y/B" DIAMETER SIMPSON STRONG -BOLT 2 SS B (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" b ASTM A500 GRADE B INSTALL IY2" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS .1 57: TYP-_ USE FOR 3" OR 4" STEEL POSTS 11; 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. r� 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. 1.JORK 1/2 DEPTH OF TABLE 1 TABLE 2 ' ATTACHED ONLY ATTACHED AND "T" BRACKET @ 3 -SQ. POST ' FOOTING & ANCHOR BOLTS FREESTANDING W/ (4)-#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH ALTERNATE FTG. POST POST POST TYPE B,C,D, OR E. STEEL."T" BRACKET OR 9" SQ. SINGLE POSTS FOOTING SIZE BOLTS EMBED. CUBE SIZE SQ. 18" DEEP • CUBE FTG. 18" 18" SO. 12" 1r-22"CUBED (1) (2),1/8"0 1 7/8 20" 21' SO. 12' I BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. 23.8 24• CUBED (1) (2}lrrO 31/4 22• 25" SQ. 16' (2}3/8'0 STRONG BOLT 2 SS SEE TABLE 1 EA. BRACKET TO SLAB. I 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 24" 28" SQ. 20" 25'-3o CUBED (2) (a}1120 31/4* 26", 32' SQ. 23' 33" MINIMUM DISTANCE FROM �'• 28" 35" SQ. 25' SLAB CRACK TO COLUMN. 4 (1%" MIN. EMBEDMENT) •a DEI ITH a A SLAB SHALL BE IN v POURED CONCRETE FOOTING SEE TABLES GOOD CONDITION 31• -34• CUBED (2) (4}5/8.0 4" 30" 39" SO. 28 35• - 39• CUBED (2) (4}3/4'0 4 3/4' 32" 43" SO. 30" 34" 47" SO. 32" 40--42•CUBED(2) (4}3/4.0 43/4" 36" 51* so. 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. 38" 55" SQ. 37" FOR SIZE 31/2' MIN. SEE FOOTING IN BEAM SPAN TABLE QUARE i 40'39' 60• SQ. 42" 64" SQ. 41" �69- SQ. 43' SLAB POSTS TO CONC. FOOTING 2) REQUIRES USE OF ALTERNATE FREESTANDING •CUBE FOOTING W/311T SLAB OEXISTING ATTACHED COVERS ONLY O ATTACHED COVERS ONLY BASEPLATE. O9SQUARE INTO FOOTING .1m im= s ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 .75" r o 1.60" 1.50 ,090" TYP. INSTALL 1y" x 1Y2" x Y" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Y/B" DIAMETER SIMPSON STRONG -BOLT 2 SS B (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" b ASTM A500 GRADE B INSTALL IY2" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS .1 57: TYP-_ USE FOR 3" OR 4" STEEL POSTS 11; 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. r� 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. 1.JORK 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. I j O m �'• U) CL (1}1/2"OM.B. x9" LONG, 1" Nb';;•'•� a 'L FROM END OF POST ;•. Z POURED SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES POST EMBED. O9SQUARE INTO FOOTING (3}3/4"0 B FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT i" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" POST— INSERT- 9" SQ. X 5/8" THK.— THK. BASE PLATE. (ASTM A500 GRADE B STEEL) 1X WELDED STEEL BASE PLATE 10 ALTERNATE FREESTANDING BASE PLATE ANCHOR 2 Ll cv) W � 2 w C14 Qo M Z O U rn w a� uU :2 ) W �wwcy) o U �z00 Q co FESS I(� S 5885 � 1 OF Cgl�Fd� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS VARK I DATE °EscaBnal 4 STEL JOB 9 15-1071-1 DATE 313.2015 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 4 0 s A ■ o■ No u■ ni q a B o G o D o LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS cc 3 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP, C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 Q= no F- 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. Bf EXP, C EXP. B EXP, C EXP. B EXP. C 5 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 NOTE: T. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. /BEAM SPLICE TO ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC I POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYR--N,.,, WALL IANGER cot,0 Rp R GMT t � MfNpx, F (E) STRUCTURE 5" #14 SMS MAY CIOLUl BE USE AS SE "x0.0132" V AN 3.5" 5"x0 2" 3.5" ALTERNATE TO PLA TES. 1/4"0 BOLTS 3.5" LU 3.5" PE SP N T Ii BLE$ 8" BEAM .5" 1 0R a ❑ I SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. PROJEC SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1�3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2}2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. O BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYR--N,.,, WALL IANGER cot,0 Rp R GMT t � MfNpx, F (E) STRUCTURE ROOF PLAN FASTENERS, EET 4 ROLL-FORMED(4 SMS 2 32' D.C. MAX. DR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE iHHF 4 OROOF HANGER #14 SMS E 32. O.C. 4 MIN. PER F'^" '^"'T ALUMINUM TOP & BOTT. 0.024' rION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 � CV I" I- M W N 0000 2 w w Q� W W uj ccyi W ch M Urn Z 000 �Q M cn Q�FESS ICyygl S5.885 1 OF CpI,F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS p14TI D=RP"ON 4 STEL JOB p 15-1071-1 DATE 313M15 DRAWN BY • MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ.COLUMNS SH -11 11 OF 50 SHEETS - CIOLUl AN 1 13"x SE "x0.0132" V AN 1/ (2) 2"x6 5"x0 2" SIDE PLA TES. C LU N 2 PE SP N T Ii BLE$ �/ GO PROJEC O F I 1 177 1 T" - ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, EET 4 ROLL-FORMED(4 SMS 2 32' D.C. MAX. DR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE iHHF 4 OROOF HANGER #14 SMS E 32. O.C. 4 MIN. PER F'^" '^"'T ALUMINUM TOP & BOTT. 0.024' rION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 � CV I" I- M W N 0000 2 w w Q� W W uj ccyi W ch M Urn Z 000 �Q M cn Q�FESS ICyygl S5.885 1 OF CpI,F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS p14TI D=RP"ON 4 STEL JOB p 15-1071-1 DATE 313M15 DRAWN BY • MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ.COLUMNS SH -11 11 OF 50 SHEETS SIMPLE SPLICE BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DET, SPLICE DETAILS 11 I BEAM TO POST DETAILS 12 FULL MOMENT I I i 111- IS TBT#los4S 11 #12 S.M.S. II TYP. THICKNESS =.035 638' (24 TOT 1YP THICKNTSS =.035" II 0 w LA ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS I I-BEAMALUM ALLOY NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3"sTL. C -BEAM TOTAL=(8}72"0 BOLTS SQ. POST 1. 0' O O O SPLICE WHERE4" 2.110' . OCCURS .070" (2#10 S.M.S.@ EA. VALLEY, TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB TO POST W/ (2) - 516' 0 THRU-BOLTS @ 4' I -BEAM, AND (3) - 5/8- 0 THRU BOLTS @ T I -BEAMS TYP Q Q H - BRACKET TO POST ALUM. ALLOY 3" x 8"x.042" BEAM, 6063-T6 16' 1' 3" SQ. STEEL OR 4" I -BEAM 3•_0• MAG BEAM. MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. I-- 4' —1 1 , SPLICE WH OCCUI ALUM. ALLOY 6063-T6 7"I -BEAM 1 %211 SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 1 .28" 1~ 1.50" -j 2" 2" 018 D .3m MOMENTCSPUCE 2"x3" LATTICE TUBE ALUM. ALLOY 3105-H25 .28"-L•] 11 2t1 -T (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT =24 3" X 3" ALUM. OR —4-1—� STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER i #8 x 2 "SMS, 2 12" " 1 1/2" SO., 2" SO., OR 2'x3" LATTICE @ 3' O.C. MIN. TO 6"O.C. MAX. . BEAM TO POST DETAILS F ALTER STTE: 1/04'0 BOLT W WASHER EA SIDE OF 3' SO. POST + 1.10' O I 235- �— 3' SO. POST 4414 x 1/T S.M.S. EACH SIDE OF 3' SO. POST (&TOTAL)) ALTERNATE: 114'0 BOLT W/ WASHER EA SIDE OF 3' SO. POST GUTTER FASCIA OROp2 3' SO. POST MAG BEAM 3'SO. STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS V-0" 4-#14 SDS Z-0" 6 - #14 SDS T-0" 12-#14 SDS FASTENER SPACING = 314" FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG #14 x 1/2' S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL O o o 'v FASTENER 612' 0o GROUP ROLLFORMED OR O O EXTRUDED GUTTER ALUM. BRACKET X #14 S.M.S. @12"O.C. FASCIA 6 12"x2x.024 Y 1" "L' SEE TABLE RAFTER "U" BRACKET - RAFTER TO BEAM 1 3.125" FOR 3 x RAFTER 2.125' FOR 2 x RAFTER t = .040" @ 6063-T6 1 1/2" �---1 (6) - #14x Y4' TEK SCREWS BRACKET TO RAFTER::� 1/2' MIN. (6) - #14x Y4' TEK SCREWS BRACKET TO BEAM 2cn ti Wco � 2 war? 2 C7) m Q22>5 u�w� LLI WM C7 o U rn Z co Q cn �t FESS 1(,yy�� �7o' Y, o S 5885 OF CAL\FCS 03-03-15 DURALUM IAPMO, 0195 ASSUMPTION AW APPROVAL REVISIONS a,E 4 STEL JOB R 15-1071-1 DATE 3=15 DRAWN BY MAP CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH-12 12 OF 50 SHEETS u o t o F o G o H o I o HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS TRIBUTARY WIDTH TABLE NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h WIDTH 1 1/2 SPAN + O.H. ��'.. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM i FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM ' Q HEADER C) CEILING FAN AND/ N OR LIGHT FIXTURE R ( MAX. 30 lbs. ) w� i T=.075' TYP. FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL oc CV t` W 2 w o M Z O U rn Ld u LU Ll- LU Wm rn ' Z 00. UQ M ch Q�fESS I! 0 $5 .8-5 1 OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCfi "ON 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) 0. H. 67 7 8 9 10 11 12 13 14 15 16 17 18 1 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' - - - - - 11 11 12 1 12 1 NP I NP I NP NP NP NP NP NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h WIDTH 1 1/2 SPAN + O.H. ��'.. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM i FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM ' Q HEADER C) CEILING FAN AND/ N OR LIGHT FIXTURE R ( MAX. 30 lbs. ) w� i T=.075' TYP. FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL oc CV t` W 2 w o M Z O U rn Ld u LU Ll- LU Wm rn ' Z 00. UQ M ch Q�fESS I! 0 $5 .8-5 1 OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCfi "ON 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS o B a C a D o E o r o 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 A .61 ' 1, I9' 6. 2. 7' 0.73' 038' 2 8' SPLICE occua I I 0.075' I II 3' ' TYP. I I — _ — _ I SPLICE occuRs 4.0' 0.070'.032' TYP. EXT. a SPLICE WHERE OCCURS 4, ;65' 2. 4TYP — T=12 GA ASTMA653SS GRADE so G60� 3, ' ALUM. �3.0'--I T ^I^ I.L CC G O r" r MAX.COL. SPACING ON SLAB (2),(3) _ �8 3 F ATTACHED SOLID I FREESTANDING SOLID } ¢ _ jp m F MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE MAX.POST FTG. SPACING . (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 18 11'-9" 20 B 11'-9" 26 11'-4" 28 G 5' , 6L 11'-4" 6 10'-9" 18 10'-9" 21 B 10'-9" 26 10'-4" 27— G 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 (4 v' (n O 8'-6' 8 g'-4" 19 g,_4" 22 B 3'-4" 26 9'-1" 26 G 8' 7,-7" g' 8'-10" 20 8'-10" 22 B 8'-10" 27 8'-7" 26 G g' 6'-9" 10, s' -s° 20 8'-6" 23 B s' -s" 27 8'-1" 27 G 10' I 6'-2" 11' 8'-1" 21 8'-1" 23 C 8'A' 27 T-9" 28 G 11' 5'-8„ 12, 7'-8'7,-6" 224 Ci T-8' 7'-6" 228 G 12' SPLICE TL6125' WHERE a�i.iov OCCURS 6063 n 6.6 6' 7, ' 0,110' 042' 6'110321 6' 0.042' TYP. TYP. TYP. TYP, 1III I 1,75' I-,2.0'- I ---MAX-1- 2,0'-I I-,2,0'TMAX,O'-I 4-3,0'—I 7" I -BEAM DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM F ALUM. ALLOY I ALUM. ALLOY 3004-H36 `� ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004-H36 6063-T6 OR EQUAL OR EQUAL OR EQUAL _ ^^ L c0 r SPACING ON SLAB (2),(3) = o m 3 ATTACHED SOLID I FREESTANDING SOLID a j p m 9 Ir tA.POST FTG. CING (IN.) AN) (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'-7" 22 B 10'-0" 28 G 6 9''8' , 7 10'-0" 20 9'-10' 22 B 10'_o 27 9'-3" 28 G 7 8'-6" 81 9'119'-2" 20 B 9-48'-8" 227 G 8 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 5 W/ 2) "C" INSERTS T=12 OR H ALUM. ALLOY 14 GA 6069 -Ts T=1zoR CIA. AM SS NOTE: ASTM 8. ' 7.8 5' A653 SS GENE so e.o• WHERE 'C' SPLICE OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' GRADE 50 FULL LENGTH OF THE 7"I -BEAM. TYP. G� '042• TYP, J O : 7,-7„ g' B'-10" 21 8'-8" 23 B 8'-10" 27 8'-2" 28 G g 6,-g„ 1 �, 8'-6" 21 8'-3" 24 B 8'-6" 27 T-9" 28 G 10' 6'-2" 11 8'-1" 21 7'-10' 24 B 8'-1" 27 7'-6 29 G , 11 5 -8' 12' 7'-$" 22 7'-7" 25 C 7'$" 28 7'-2" 30 G 12' I .625' �-3.0'--1-4'0'--1-3.0'� li 875' I X3,MAX—+-3.0'--i MAX. SBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT CC MAX.COL. SPACING ON SLAB (2), (3) CI Ln § ATTACHED SOLID FREESTANDING SOLID Q > p T Of MAX.POST FTG, SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 20 11'-2" 22 B 11'-7" 29 10'-6" 30 G 5 , ALUM. ALLOY 3004-H36 M ASTM A653 GRADE 50 G610 ASTM A653 GRADE 50 G60 OR EQUAL G O 3x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: "SAMPLE" N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 EXPOSURE B NOTE: WHERE 12 AND 14 GA. STEEL INSERTS II�E� FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED M r 11-4" 6 10'-9" 20 10'-2" 23 B 10'-7" 28 9'-7" 30 G 6' 9'-8" 7, 10'-0" 21 9' 6" B 9'-9" 28 $'-1 29 G 7, 8'-611 , 8 9'-4" 21 1 $'_1 �" 24 B 9'-2" 27 $'_3" 29 G 8 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3•x8' BEAM. THE FULL LENGTH OF THE 3-xB' 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 BEA 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 V/ Cn O _7 7'-7" g, 8'-10" 22 8'-4" 24 B 8'-8 27 7'-10' 29 G 9' 6'-g' , , 10 $'-6" 22 $'_0" 25 B $'_3" 28 7' 6" 30 G , lo, 6'-2" 11' 81-1" 23 T-7" 25 B C 7'-10 29 7'-2" 31 G 11' 5'-8" 12' 7'-8' 23 7'-1" 25 T-7" 29 6'-9" 31 G 12' OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4' MINIMUM. MAXIMUM COLUMN SPACING ON EXISITNG SLAB. r 2 � W co c6 W coNo0 ZU Orn w Qw c) u(0w� W LL M UCO rn Z 00 UQ m rn Q�FESS 1� w o $58.8.5. 1 OF Cpl 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARX ante DESCPWIwN 4 STEL JOB # 15-1071-1 DATE 3=15 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 14 14 OF 50 SHEETS Ll ti .4 �co w U)Nao \ rn Zo _ U rn u U) W Wm M O Z co pp �Q c� rn rn �� Q�FESS Igyq! o S 5885 OF CA0'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRD'TM 4 STEL JOB R 15-1071-1 DATE 3l3I2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C B MAG BEAM C 4" 1 -BEAM D 4.5" MAG GUTTER 3" SQ. ALUM. W/ 12 GA. E STL."U" CHANNEL F 7" I -BEAM ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. F �_ � 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. o o 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 � 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 5, 119 B 9'-6" 226 G 13'-13 121 B 12' 4 2 228 G 13'- 13 121 B 12'-11,-9" 228 G 13'x"2 120 B 12'-11 228 G 23'-4"23'-4" 225 E 21'- 333 G 5' O 0'-4" 9'-2" -7" -1" -3" -3" =10' 20'-8" 6' 9'-9" 18 B 8'-10" 24 G 12'-9" 19 B 11' 8" 26 G 12'-2" 19 B 11'-6" 26 G 12'-7" 19 B 11'-6" 26 G 22'-0" 23 E 20'-0" 30 G 6' 9'-9" 20 8'-8" 26 12'-9" 22 11'x" 28 12'-2" 21 11'-2" 28 11'-3" 21 11'-0" 28 22'-0" 26 19'-6" 32 9,_8„ 7, 9'-3"9,-3" 121 B 8'-6" 226 G 12'- 12'-2" 223 B 11'- 227 G 11'- � 222 B 10'-10'-7" 227 G 12'-0 221 B 11' 0 0 227 G 20'-10 227 E 19'-0'8'-7" 332 G 7' —0 -:?-8-l-3- 0'-9" 1'-3" 0' 4" -2" =10 J 8'-6" $' 8'-10" 19 B 8'-2" 25 G 11'-8" 21 �' 10'-7" 27 G 10'-7" 20 B 10'-4" 27 G 11'-6" 21 C 10'-6" 27 G 20'-1" 25 E 18'-2" 3131 G 8, 8'-10" 21 -10" 25 11'-8" 23 10' 4" 27 10'-7" 23 10'-2" 27 9'-9" 22 B 9'-7" 27 20'-1" 28 9" 7'-7" 9' 8'-7" 19 B 7'-9" 26 G 11'-1" 21 C 10'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" 21 C 10'-1" 28 G 19'-2" 25 E 17'-6'7'-1" 332 G 9' LL 8-7 22 7'-7" 26 11'-1" 24 10'-0" 27 10'-0" 23 9'-7" 27 9'-2" 22 B 9'-0" 27 19'-2" 28 6'-9" 10 8'-3" 20 B 7'-7" 26 G 10'-6" 22 C 9'-10" 28 G 9'-6" 21 C 9'-6" 28 G 10'-4" 21 C 9'-9" 28 G 18'-3" 26 E 6'-10" 32 I { 10' 8'-3" 22 7' 4" 27 10'-6" 24 9'-7" 28 9'-6" 23 9'-2" 28 8'-9" 23 B 8'-7" 27 18'-3" 29 16'-6" 32 "9,-1" 6,-2„ 11, 8'-0"8,-0" 223 B T-4-_, 228 G 10'-0'"0 225 C 9'-7 9 228 G 9'-1 224 C 9'-1 8 228 G 9'-108,„ 223 C 9'-6- 228 G 17' 4'7 229 E 16' 333 H 11' O 7'-2" -0" -3" -9" 8,-2" -4" 16,-0" 5'-8" 21 7'-2" 27 9'-7" 22 E 9'-3" 29 G C G C G -8" 27 E 16'-0" 34 H , 12 12' 7'-7" 23 9'-1" 29 8'-8" 24 8'-4" 28 8'-0" 23 '-10" 28 16'-8 " 30 15'-7" 33 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- oo MAX.POST FTG. MIN.[jM;AX.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. 0 0 ^=^ LJ. rONLAB m� SPACING (IN.) POSTCING (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) TYPEPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 5' 10' 4" 18 B " 26 G 13'-7" 19 B 12'x" 28 G 13'-3" 19 B 12'-2" 28 G 13'-4" 19 B 12'-2" 28 G 23' 4" 23 E 21'-3" 33 G 5, 10'-3" 20 9'-0" 28 13'-0" 22 11'-8" 30 13'-1" 22 11'-6" 30 11'-2" 21 11'-0' 29 23'-1" 27 20'-1" 34 H r6, 9'-9"9-8" 121 B 08'-6" 227 G 12'-9 223 B 11' $"1'-1" 229 G 12'- 12-0" 223 B 11' 60'-10' 229 G 12'-610,-3" 222 B 11'-610-0 228 G 22'-21,9" 228 E 20'-0" 334 G g, 2'-8" -0" H 9,_8" 7, 9'-3'9 122 B 8'-6- 227 G 12'-112'-0" 224 B 11'- 229 G 11'- 223 B 10'- 229 G 11'-79' 222 B 11'-09'-3" 228 G 20'- 20,-8" 229 E 19'-0'V-0" 333 G 7, -2" 8'-1" 0'-6" 1'-1" 0 -3" 6" H 8'-6" $' 8'-10" 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 " 21 B 10'-6" 27 G 20'-1" 26 E 18'-17 31 H 8' ...� 8 -9 23 7'-8" 27 11'-6" 25 10'-1" 29 10'-4" 24 9'-9" 28 8'-10 23 8'-8" 27 19'-9" 29 -3" 7'-7" 9 8'-7" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6" 32 H 9 LL 8'-6" 23 7'-4" 28 0'-10' 25 9'-8" 28 9'-9" 24 B 9'-3" 28 8'-4" 23 B 8'-2" 28 18'-9" 30 16'-7" 33 6'-9' 10' 8'-3" 21 B 7'-7" 28 G 10'-6" 23 C 9'-10" 28 G 9'-6" 22 C 9' 6" 28 G 9'-9" 22 C 9'-8" 28 G 18'-3" 27 E 6'-10" 32 H 10' � 8'-2" 24 T-2" 28 10'-3" 26 9'-4" 28 9'-3" 25 8'-9" 28 8'-0" 24 B 7'-9" 28 17'-10' 31 16'-1" 32 11 C 2 33 333 6'-2" 11' 8'-017'-9^ 21 B 7 -4 229 G 10'-09'-9" 226 C 9'-7 9 229 G 9'-18'-10" 225 C 9'-1 229 G 9'-3"7 224 9'-3" 229 G 17'-4'7,-1" E 16'-4" H 11' O 7'-0" -1" 8'-4" -6" B 7'-6" 31 T-8" 7'-7'7,-6" 224 C 71-2"6'-9" 230 G 9'-7"9 226 E 9'-38-9" 230 G 8 8"8�" 225 C 8 88'-1" 230 G 8'-1 224 C 8'-107'-2" 230 G 16'-8'6 232 E 16'-0"5,-1" 333 H 12' 12, 4" 6'-10" g 4" >- ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = = MAX.COL SPACING no MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j o a ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m (p) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 10'x" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 G 13'-3" 21 B 12'- "" 29 G 12'-6" 20 B 12'-0" 29 G 23'-4" 25 E 20'-19-7" 336 H 5, O 10-0 " 21 8'-8" 29 13'-1" 23 11'4" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1 30 22'-6" 28 J r11,-4„ 6, 9'-9"9 222 B 8'-9"8,-2" 228 G 12'-92 224 B 11'-6"0 230 G 12'-11-6" 224 B 11'-110'-7" 230 G 11' 9-4" 222 B 11'-39'-2" 229 G 22'-21'-2" 229 E 19'-18-4" 345 H 6, -6" 4" -8" 1 9'-3" 20 B 8'-4" 27 G 12'-2" 22 B 10'-1 29 G 11'-3" 22 B 10'-8" 29 G 10'-7" 21 B 10'-7" 28 G 20'-1 27 E 18'-9'7-6„ 335 H 7- 9'-8- 9'-8" 7' 23 T-9" 28 11'-8" 25 C 10'-2" 30 10'-8" 24 10'-0" 30 8'-9" 23 8'-7" 29 20'-2" 30 1 J 8' 8'-10" 21 B 8'-0" 26 G 11'-8" 23 C 10'-6" 28 G 10'-7" 22 B 10'-3" 28 G 10'-0" 22 B 9'-10" 28 G 20'-1" 27 E 18'-0"6'-9" 334 H 8' 8'-6" 8'-7 24 7'-6" 28 11'-1" 26 9'-9" 30 10'-0" 25 9'4" 29 8'-2" 23 8'-0" 28 19'-2" 31 V% 7'-7" 9'. 8'-7" 22 B T-8" 27 G 11'-1" 23 C 10'-1" 28 G 10'-0" 23 B 9'-9" 28 G 9'-4" 22 B 9'-4 28 G 19'-2" 28 E 17'-3" 32 H 9' 8'-3" 24 7'-2" 29 10'-6" 26 9' 4" 29 9'-a" 25 C 8'-10" 29 7'-8" 24 7'-7" 29 18'-1" 31 16'-1" 34 (n , 8'-3" 22rT-6"28 G 10' 6" 24 C 9'-8" 28 G 9'-6" 23 C 9'-3" 28 G 8'-10" 23 B 8'-10" 28 G 18'-3" 29 E 16'-8" 32 , 10" 6 -9" 10 -10" 25 30 9'-10" 27 9'-1" 30 8'-6" 25 8'-1" 30 7'-0" 24 T-2" 30 17'-2" 32 15'-7" 34H 11 8'-0" 23 29 G 10'-0" 24 C g'-4" 29 G 9'-1" 24 C 8'-10" 29 G 8'-6" 23 C 8'-6" 29 G 17'-4" 29 E 16'-2 33 H6 -2 7'-6" 25 31 9'-6" 27 E 8'-9" 31 7'-9" 25 7' 4" 31 6' 4" 24 B 6'-10' 31 16'-4" 33 15'-1" 335'-8" 225 231 G 91-79'-1" 228 E 9'-2!-----129 G 8 8"7-1" 225 C 8-66'-9" 231 G 8-2"5-9" 224 C 8-116'-7" 231 G 16-8'5,-9" 333 E 15-8'4,-8" 333 H 12 12,7'-7'7'-1" 31 B I Ll ti .4 �co w U)Nao \ rn Zo _ U rn u U) W Wm M O Z co pp �Q c� rn rn �� Q�FESS Igyq! o S 5885 OF CA0'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRD'TM 4 STEL JOB R 15-1071-1 DATE 3l3I2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS I 0 2 0 3 0 4 0 5 0 6 0 7 e u o r o A 1 J W co Ll0400 W C/) N oo 'nLu ("') M u O V cn W QLLJ u�w" LJ I Lu Ch M o U � Z 00 FESS I(( K (1, . S5885. OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MART( DATE DESCRIPTION 4 STEL JOB d 15-1071-1 DATE 3/312D75 DRAWNBY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -16 16 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7" I -BEAM G W/ 1 "C" INSERT 7" I-BEAMDBL. �1 W/ (2) "C" INSERTS � 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM � OR K r ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. SPACING � _ o j p MAx•POST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST MAKPOST FTG. MIN. MAKPOST MAXPOST FTG. MIN. ^=^ 1.L ON SLAB DD 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING I (IN.) POST i SPACING SPACING FOR 3"x8 (IN. POST SPACING SPACING FBEANI (IN. POST m (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x65"x0032 (1)) TYPE 2k65x0032 (1)) TYPE �� 13'-7" 5' 26'-9" 23 E 24'-4" 32 G 29'-6" 24 E 26'-1 33 H 16'-0" 20 B 16'-0" 29 G 13'-2" 13'-8" 19 B 13'-2" 13'-8" 27 G 5, O 26'-9" 26 23'-8" 34 H 29'-6" 27 26'-2" 35 I 16'-0" 22 15'-3" 30 12'-7" 2'-10" 21 12'-3" 12'-7" 29 6' 25'-3" 24 23'-0" 31 G 27'-9" 25 E 25' 3" 32 G 14'-7" 20 B 14'-7" 28 G 12'-1" 12'-6" 19 B 12'-1" 12' 6" 27 G , 6 25'-3" 271E 22'-4" 33 H 27'-9" 28 24'-7" 34 H 14'-7" 23 14'-0" 29 11' 6" 1'-9" 21 11'-2" 11'-6" 28 91_8„ 7' 24' 228 E 21'- 21 333 G 26'-4"26'x" 229 E 24'- 23-4" 334 H 13'-6'3 223 C 13'-6"3,-0" 229 G 11'-1 11'- 222 B 11'-1'0 11 227 G 7' 24'-0" -3" H -6" -8" 0'-10" �" 1 p'-8" J 8'-6" $' 23'-0" " 26 E 20'-1 " 32 H 25'-3" 27 E 23'-0" 33 H 12'-8" 21 C 12'-8" 28 G 10' 6" 10'-1 " 20 B 10'-6" 10'-1 " 27 G 8' 23 -0 29 20'-3" 32 25'-3" 30 22'-4" 33 12'-8" 24 12'-2" 28 10'-0" 10'-2" 22 9'-9" 10'-0" 27 vi 71.71, 9' 22'-1" 27 E 20'-1" 33 H 24'-3" 27 E 22'-1" 34 H 12'-0" 22 C 12'-0" 29 G 9'-10" 10'-2" 21 C 9'-10" 10'-2" 27 G 9' ILL 22'-1" 30 19'-7" 33 24'-3" 31 21'-7" 34 I 12'-0" 24 11' 6" 29 9'-4" 9'-8" 23 B 9'-2" 9'�" 27 6'-9" 10 21'-4" 27 E 19'-4" 34 H 23'-6" 28 E 21'-4" 35 11'-4" 22 C 11'x" 29 G 9' 4" 9'-2" 21 C 9'-4" 9'-2" 28 G , 10 21'-4" 31 18'-10 33 23'-6" 32 20'-9" 34 11'-4" 25 0'-10" 29 9'-0" 9'-2" 23 8'-9" 8'-6" 27 6'-2" 11' 20'-8" 28 E 18'-9" 34 I 22'-9" 29 E 20'-8" 35 I 10'-1 22 E 10'-1 30 G 9'-0" 8'-4" 21 C 9'-0" 8'-4" 28 Q 20'-8" 31 18'-3" 34 22'-9" 32 20'-2" 35 0'-10" 25 10'-4" 29 8'-7" 8' 4" 3 8'�" 7'-8" 28 28 E 18'-3" 35 I 22'-1" 29 E 20'-1" 36 J 10'4" 23 E 10'-4" 30 G 8'-7" 7'-8" 21 C 8'-7" 7'-8" 28 G 12' 32 17'-9" 35 22'-1" 33 19'-7" 35 10'-4" 26 10'-0" 30 8'-2" 7'-8" 23 8'-0" 7'-1" 28 MAX.COL } = ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREES TAND/NG SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN. MAKPOST FTG. MIN.p2x6.5"x0.03i' MAX.POST FTG. MIN. MAX.POST MAX.POST FTG• MIN. = SPACING �o ~ ]p ON SLAB m§ SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FOR 3"x8" CIN.) POST SPACING FOR DBL. SPACING FOR 3"x8" (IN') POST m � C (2),(3) H (SPAN) ( (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE BEAM (1) TYPE 2'x6.5"x0.032 BEAM (1) TYPE 13'-7,1 51 26'-26 228 E 24'-4"23'-1" 336 H 29'- 2"9 229 E 26'-25"�" 336 I 16'-04'-10 222 B 16'-0'4.-7" 3 G 13'-81'-8" 221 B 13'-1'2 13'-8"1'6" 230 G 5r6' O _6^ I 2" K 31 _3" 25'-3" 25 E 23'0" 33 H 27'-9" 26 E 25'-3" 34 H 14'-7" 20 B 14'-7" 29 G 12-1 12'-6" 20 B 12'-1" 12'-6" 28 G 6' 4'-10' 29 21'-9" 35 I 2r-6" 30 23'-10 36 K 13'-8" 23 13' 4" 31 11'-6" 0'-8" 22 11'-2" 10'-6" 29 9,_811 7' 24'-02"3 230 E 21'- 201-8" 334 H 26 231 E 24'- 22 335 H 223 C 13'-6 2 230 G 11' 1"0 11'-70 223 B 11-1^01-4,1 11-79 228 G 7' -8" 1 26'-1" -9" 1R128' -4" -8" -0" -8" J 8'-6" $' 23'-0" 27 E 20'-1 " 32 H 25'-3" 28 E 23'-0" 33 H 21 C 12'-8" 28 G 10' 6" 10'-1 " 21 B 10'-6" 10'-1 " 27 G 81 —'22'-8"31 19'-9" 34 25'-0" 32 21'-9" 35 I 24 11'-7" 30 10'-0" 9'-3" 23 9'-9" 9'-1" 28 7 -7 , 9UL 22'-1" 28 E 20'-1" 33 H 24'-3" 29 E 22'-1" 34 H 22 C 12'-0" 29 G 9'-10" 10'-2" 22 C 9'-10" 10'-2" 28 G96,_9,110121' , 21'-9" 32 19'-0" 34 24'-0" 33 21'-0" 35 I24 11'-0" 29 9' 4" 8'-9" 23 B 9-2" 8'-7" 28 28 J32 E 19'-4$ 333 H 23 233 E21 334 225 11'-4"0 229 G 9 4 9 -28'-4" 224 C 9 9-2;1 228 G 10' 21'-1 �" 1 23'-2" 20'-2" �" 9,_0^ B g _g^ 9" 6'-2" 11' 20'-8" 29 E 18'-9" 34 ' 22'-9" 30 E 20'-8" 35 I 22 E 10'-1 30 G 9'-0" 8' 4" 22 C 9'-0" 8'�" 28 G 1Q 20'-4" 33 17'-9" 34 22'-6" 34 19'-7^ 35 J 25 9'-10" 29 8'-7" 8'-0" 24 8'�" 7'-1" 29 r 51_8,1 12, 20'-19'-10' 334 E 18'- 17'-3" 334 22'-l"21'-10' 31 E 20'- 335 J 10'-4'91-9" 226 E 10'-49 330 G 8'-7"81-2" 7 -8 �,�11 224 C 8 -7"8 7,� 6 230 G 12' 1 _111 -6" -0" -7" ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = MAX.COLSPACING SPACING F p p jo MAKPOST FTG. MIN. MAx.POST FTG, MIN, MAX POST FTG. MIN. MAx.POST FTG. MIN, MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAKPOST MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. Q ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR 3"x8* (IN.) POST SPACING SPACING FOR (IN.) POST m (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6.50032" (1) TYPE 2W.5-4.03TFOR BEAMB" (1) TYPE �3 13'-711 5, 26'- 251-9" 229 E 24'- 22-4' 337 I 29'- 28-6" 230 E 26'-4"24'-8" 338 K 16'-0'3 224 B 15'-1"3111 332 G 13'-1"2 13'-10 222 B 13'-1°2 13'-0"01-7" 229 G 5' O K _8" _7" _9" -3 r11,11 6' 25'-3 230 E 22'- 21'-1" 337 I 27 231 E 24'- 231-3" 337 I 14'- 12 224 B 14'-12'-3" 332 C7 12, 1111, 12'-01-10" 223 121 1'-1 228 6' 4'-3" K 26'-9" K _7" 6" B 111 -2" 9' 8" G 1 91811 7' 24' 231 E 21'-201-1" 336 H W-4"25'-6" 232 E 23'-22-111 337 I 13'-611^ 225 C 13'-1';111 331 G 11'-1"0 11'-19-2" 223 B 11'2" 11' 11'-19'0" 227 G 7' 23'-1" K K 8" J 8'-6" $' 23'-0" " 29 E 20'-7" 34 H 25'-3" 30 E 22'-8" 35 I 12'-8" 24 C 12'-4" 30 G 10' 6" 10'-4" 22 B 10'-6" 10' 4" 27 G 81 22 =1 32 1 g'-2^ 36 I 24'-4" 33 21'-2" 37 K 10'-10 26 10'-8" 30 10'-0" 8'-7" 24 V-9" 8'-4" 27 cd 7'-7" 9' 22'-1" 29 E 19'-9" 34 H 24'-3" 30 E 21'-9" 34 1 12'-0" 24 C 11'-8" 29 G 9'-10" 9'-9" 23 C 9'-10" 9'-8" 27 G 9' ILL 21'-3" 33 18'-6" 35 1 23'-6" 34 20'-4" 36 K 10'-3" 26 10'-1" 30 9'�" 8'-1" 24 B 9'-2" -10" 27 6,_9„ 10, 21'-4"20'-7" 334 E 19 335 H 23'-6"22'-8" 335 E 21'-191-8" 336 1 11-4 227 C, 11'-19'-7" 230 G 9-4- 9 -2" 225 C 9'4" 81 -9 227 G 10' 171-10 I J 9'-9" g-0^ -8" 8 �" 7 _2" 61_2„ 11, 20'-89'-10 335 E 18'-67 335 1 22 336 E 20'4"1-1 336 I 10 -19 227 E 10'-79',-2" 2 31 G 9 -0 81�" ',�" 225 C 9'-0 8 8'-0 6 228 G 11' O -3 J 22'-0" " J �" 81_7" 0" -7" r 51_811 12,9'-3" 31 E 18'-0 6'-9" 334 1 22' 337 E 19'-9"8 335 J 10'-4'9,-0" 227 E 10'-28 331 H 8'-7 8 7'-8"-10" 225 C 8'-77 T-4- 228 G 12' J 21'-3" -6" -9" G -2" -4" '-0" W co Ll0400 W C/) N oo 'nLu ("') M u O V cn W QLLJ u�w" LJ I Lu Ch M o U � Z 00 FESS I(( K (1, . S5885. OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MART( DATE DESCRIPTION 4 STEL JOB d 15-1071-1 DATE 3/312D75 DRAWNBY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -16 16 OF 50 SHEETS 1 0 2 0 3 A 0 8 o C o D o E o F o G o H o I o J CN c6cq 0 4 0 0 ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & Cco 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042"oi BEAM WL��� N O W/ DBL. 14 GA. STL. INSERT �W/ DBL. 12 GA. STL. INSERT Y ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } MAx•POST FFG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. = MAX.COL. SPACING � o ON SLAB f° 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 !R 3: (2) (g) � (SPAN) (T) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 19'-3" 21 C 19'-3" 30 G 18'-0" 21 C 18'-0" 30 G 20'-1" 21 C 20'-1" 30 G 25'-1 23 E 25-1 32 H 28' 4" 24 E 27'43. 35 J 5, O 18'-1" 23 17'-8" 31 18'-0" 23 17'-8" 31 20'-1" 24 19'-4" 32 5'-10" 26 ---,40' 34 28'-4" 27 27'-0" 37 6 17'-7" 22 C 17'-7" 29 G 16'-9" 21 -- C 16'-9" 29 G 18'-0" 22 C 18'-4" 30 G 23'-8" 24 E 23' 8" 32 H 25'-1 25 E 25'-1 34 , 16' 6" 24 16'-1" 31 16'-9" If 16'-2" 31 18' 4" 25 17' 8" 31 23'-8" 27 22'-9" 33 5'-10" 27 24'-10" 36 `� 6 9'-8" 7' 16'-3" 22 C 16'-3" 29 G 15'-7" 22 C 15'-7" 29 G 17'-1" 22 E 17'-1" 30 G E 22'-0" 32 H 24'-0" 25 E 4 24'-0" j!3 J , 7 15'-3" 24 15'-0" 30 15'-7" 24 15'-0" 30 17'-1" 25 16'-4" 31 :2!2'-0" 22'-0" 21'-1" 33 24'-0" 28 23'-1" 35 $' 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" V25 E 20'-7" 32 H 22'-6" 26 E 22'-6" 34 J 8, 14'-4" 25 14'-0" 29 25 14'-1" 29 16'-0" 26 15'-0" 30 20'-7" 19'-9" 32 22'-6'-7-2r9 21'-7 34 „ 7' -7913' , 14'-4" 23 14'-0" 30 13'-9" 23 13'-9" 30 15'-1" 23 15' 1" 21 19'-4" E 19'-4"3321'2"26 H E 21'-2" 359' J -7"25E13' -2"30G13'-9" 26E13' -3"30G15' -1"2630G19-4" 18'-7" 32 21'-2" 29 20'4" 35 6,_9„ 10, 13' 226 E 330 �7 13'_1 226 E 13'-1"2 330 G 14' 14 227 E 14'- 231 G 18'-4'8 229 E 18'-4"7'-8" 333 H 20'-120,-1" 230 E 20'-119'-0" 335 J 10' 12'-10" 2'-7" 3'-1" -7" 13'-9- 4" 6'-2" 11' 13'-1" 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 H 19'-2" 27 E 19'-2" 36 � 11' Q 12'-3" 26 12'-0" 30 12'-6" 26 12'-0" 30 13'-8" 27 � 13'-1" 31 17'-7" 30 6'-10 33 19'-2" 30 18'-6" 35 r 5'-8" 12' 12'-6" 31 G 12'-0" 24 E 2'-0" 31 P-9_11 G 13'-1" 25 E 13'-1" 32 G 16'-9" 27 E 16'-9" 34 H 18'-0" 28 E 18'-4" 36 J 11'-9" 27 11'-6" 31 12'-0" 27 11-6" 31 13'-1" 28 12'-7" 32 16'-9" 30 16'-2" 34 1 18'-4" 31 17'-8" 36 12' } = ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � MAX.POST FFG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN, = MAX.COL. SPACING � o C jp ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 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 G 13 -7" 5' 19'-3" 22 C 19'-3" 32 G 18'-4" 22 C -4" 31 G 18-'11 20'-1" 22 C 20'-1" 32 G 25'-1 24 E 25'-1 34 H 28' 25 E 27'-8" 35 I , 5 Q 16'-6" 24 B 16'-1" 32 17'-0" 24 17'-0" 33 H 19'-0" 25 18'-6" 33 H 24'-0" 27 3'-10' 36 K 26'-8" 28 26'-1" 37 K N 6, 17'-15'-1" 23C 17'-14'-8" 332 G 16'-95'-10 225 C 16'-9"5 332 G 18'-0"7,-0„ 226 C 118'41---7'-0" 333 G 23 228 E 23'-21�-9" 335 H 229 E 25'-23,-9" 336 H 6, -6" H 22'-3" 125'-24'-0" J 9'-8" 7' 16'-3" 23 C 16'-3" 30 G 15'-7" 23 C 15'-7" 30 G 17'-1" 23 E 17'-1" 31 G 22'-0" 26 E 22'-0" 33 H 24'-0" 26 E 24'-0" 34 H 7, 14'-0" 25 13'-8" 31 14'-8" 26 14'-0" 31 16'-1" 26 151-8" 32 20'-8" 29 20'-2" 34 22'-7" 29 22'-1" 35 I J 8'-6" 8' 15'-3" " 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 22'-6" 27 E 22'-6" 33 H 8, 13-1 26 C 12'-9" 30 13'-9" 26 31 15'-1" 27 14'-8" 32 19'-4" 29 8'-10' 34 21'-2 30 20'-8" 34 , „ 1 14'-4" 24 14'-4" 30 13'-9" 24 G14' 15'-1"2515'-131 G 19'-4"2719'-4" E7'-1033 3221'-2" H20'-0" 27 E19'-6"34�6,_9„10, 21'-2"34H 9' �7-7912'-0" 26E12' -1"30G13' -0"27E -2"27E13 -1031H130 31 13'-8';=8"227E13'-8"1'-6"330C713'12-0"227E33GH�3'-6"228E14'-13'-2"331H18'-0'7-0"230E18�7'-0"333H20'119'-0"231E20'-118,-6"333HI10' NT�3 6'-2" 113'-1" 25E13'-1" 31I„{12' -6"25E 31G 13'8" 25E13'-8" 3fi17'-7" 28E17'7" 33H19'-2" 28E19'2" 34�1Q11-22711-0"3011'-9"28 30 H 12'-10" 28 12'-7" 31 16'-7" 31 16'-2" 33 18'-1" 32 17'-8" 34 r 5,_8„ 12, 12'-60,-8" 227 E 12':§"- 330 �"� 12'-0"1,-3" 228 E 12'-0"1 330 H 13'-112-0 229 E 13'-112,-1" 332 H 16'-95'-10" 231 E 16'-9 3 H � 232 E 18'-4"7'-0" 334 � ,�„ -1" 118 5'-6" 33 7'-0" 12' 6 ATTACHED SOL/D FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } MAX.COL. SPACING � o MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. ^2^ ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 0 C (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 F G 13' 7" 5' 18'-4" 23 C 18'-3" 33 H 18'-4" 23 C 18'-0" 33 H 20'-1" 24 Ci 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28' 26 E 27'-3" 37 K 5, 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17'-4" 26 17'-1" 35 I 22'-0" 28 1'-10' 37 24'-0" 38 r 11,x„ 6, 16'- 225 C 16'-93'-6" 332 C7 16'-94-7" 226 C 22 16'-6'4,-3" 333 G 185'-10' 226 18'-0"5-7' 334 I 23'-20,-6" 26 E 23'-20,-1" 336 I 25'-22'-0" 230 2521-10" 337 J 3'-10" H C K E K 6, ! 9'-8" 7' 15'-7" 24 C 15'-6" 31 24 C 15'-3" 31 G 17'-1" 25 E 16'-8" 32 G 22'-0" 27 E 21'-6" 34 H 24'-0" 28 E 23'-6" 35 I 7 12'-9" 26 12'-7" 32 26 13'-2" 32 14'-9" 27 14'-6" 33 H 19'-0" 29 18'-7" 35 I 20'-9" 30 20'-3" 36 K J 8'-6" $' 14'-7" 25 E 14'-6" 31 25 E 14'-3" 31 G 16' -ILL 0" 2--8 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I 8' 12'-0" 26 C 11'-9" 31 27 C V13' 12' 4" 32 13'-10' 8 13'-6" 32 H 17'-9" 30 17' 4" 35 I 19'-6" 31 19'-0" 35 D 7'-7" g' 13'-9" 25 E 13'-8" 30 25 E11' 13'-6" 30 H 15'-1" 26 14'-8" 31 19'-4" 28 19'-0" 33 21'-2" 29 20'-8" 34 H 9' 11'-0" 27 11'-1" 31 27 -8"31G13-1" 2812'9"32H16' -9"31E16' -0"34H18' -0"32E18-0"356,_9„10, 13'-10,-9"227E13'00'-7"330 228 E 12'-9"1 331 H 14'-12 229 E 14'-0 331 18'-4" 231 18'-0 3 20'-117 332 E 19'-8"7,-1" 335 H 10' -7" -0 2,-1" H 6,-0" E 5'-7" 34 -4" I 6'-2" 11' 12'-6" 26 E 12'-6" 31 fi 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' 8 Q 10'-3" 28 10'-1" 31 W6" 28 10'-7" 31 11'-10' 29 11'-7" 31 15'-2" 32 4'-10 33 16'-7" 33 16'-3" 34 r 5,_8„ 12, 12'-9'-10" 228 E 1'-1 331 �"{ 229 E 111 9'-8" Z W M 2 w�'� o ZO U C) LL. L1J LJ.1 ) M cy00 O Z op Q M � rn FEss I�! co S5885. � 1 OF CAl �F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPRDVAL REVISIONS MARK DATE DESCRp710N a STEL roe a I5•1071a DATE 313/2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH Es H -8 331 H 13'-111 230 E 12'-9"1,-1" 331 16'-9'4,-7" 332 E 16'-64'-3" 333 � 18'-45'-10 333 E 18'-0"5 334 � -0 H _7, 12' -17 17 OF 50 SHEETS A- o B o C o D o E o F o G o H o 1 o JLS It BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ.0.032" ALUM. BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM E W/ 12 GA. STL. "U" CHANNEL I OR K ATTACHED FREESTAND/NG ATTACHED FREESTANDING 1.032' 6' , MAX.COL. F VFR MAX POST MAX.POST MAX.POST. = SPACING p p MAX.POST FTG. MIN. MAX.POST FTG. MINFTG. MIN. FTG- MIN. p p T=12 GA 042' a ON SLAB m SPACING (IN.) POST SPACING (IN.) POSFOR 3Ix8'(IN.) POST SPACING FOR SPACINGz8"(IN.POSTASTMA653SS(2),(3)(SPAN)TYPE (SPAN)(1)TYPBEAMTYPE2•x6.5"x0.032 BEAM(1)TYPE GRADE 50 G600,042' 032TYP.15 14'-7" 29 G15' -4"1514'-115'x" 2813'-7" 5'16'-9" 1714'-7" 31 H 15'-4"B1714'6"15'"30G5' ALUM.MAXg'15'-3" 16B13'-3" 28 G 14'-1"B15 13'-7" 14'-1" 28G6, I15'-3"1813'-3" 30 H 14'-1" 17 13'-3' 13'-9" 29 F --3.0'-I I DBL. 2"x6.5"x0.032" 14'-2" 16 12' 4" 28 �+ 12'-7" 13'-1" 15 12'-7" 13'-1" 28 ALUM. ALLOY 3004-H36 � ___-_I 9'-9" %' 14'-2" 18 � 12'-4" 30 G 12-7 13'-1" B 17 12'-3 29 G 7' OR EQUAL 3,0' 3" SQ.x0.032" ALUM. BEAM .I 8'-6" 8' 13'-3" 16 B 11'-7" 29-9" 12'-3" g 16 11'-9" 12'-3" 28 G 8, W/ 12 GA. STL. -U" CHANNEL DBL. 2"x6.5"x0.042" 3"x8"x0.042" BEAM 19 29 11'-9" 12'-3" 18 11'-6" 12'-0^ 28 E � ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004-H36 17 11'-0" 29 11'-2" 11'-7" 16 11'-2" 11'-7" 29 ASTM A653 SS OR EQUAL OR EQUAL ILL ],-]„ 9' 19 C i 1'-o.-7-2 9 G 11'-2 11'-7" B 18 0'-10 11'-3" 28 G 9' GRADE 50 G60 12'-0" J17-9 10'x" 30 10'-7" 16 10'-7" 11'-0" 29 6'-10" 10' 12'-0" 1 C 10' 4" 30 G B 19 10'-3 10'-8" 29 G 10' ' S' � 11'x" 17 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29 , O 6'-2 11 20 C 9'-10" 30 H 10'-1 10'-6" B 19 9'-10 10'-1" 29 G 11 � 5'-8" 12' 10'-1 18 30 H 9'-8" 9'-8" C 17 9'$" 9'$" 29 G 12' T=12 0 0'-10" 20 9'$" 30 9'-8" 9'-6" g'-2^ 29 14 Ga 7.8 5' ASTM A653 SS GRADE so cfio } ATTACHED FREESTANDING ATTACHED FREESTANDING � = MAX.COL. F SPACING �� ' MAX.POST FTG, MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. SPACING SPACING MAX.POST MAX.POST FTG. MIN. � O SPACING IN. POST SPACING (IN.) POST SPACING SPACING (IN.) POST (IN.) POST m— j1 ON SLAB 52§ ( ) FOR DBL. FOR 3"x8' FOR DBL. FOR 3"x8" 'y 0.042' .625' cc (2),(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE 2x6.5'x0.032' BEAM (1) TYPE 2"x6.5"x0.032' BEAM (1) TYPE � TYP. G 16 _g^ 16 14'-7" 31 H 14'-1 15'x" 15 14' 1 15'-4" 30 .875' O 13'-7" 5 16'x" 18 B 14'-7" 33 J 14'$" 15'-2" B 18 14'-1" 14'-7" 31 G 5' 3"x8"x0.042" BEAM N 11'..4' 6' 15'-3" 16 B 30 H 13'-7" 14'-1" 16 13'-7" 14'-1" 29 G 6, W/ 14 GA. STL. INSERT � 15'-0" 19 13'-3" 32 I 13'-4" 3'-10' B 18 2'-10" 13'-4" 31 ASTM A653 GRADE 50 G60 i g -91, 7 14'-2" 17 B 12' 4" 29 G 12'-7" 13'-1" 16 12'-7" 13'-1" 29 G 71 MAX. 3'-10" 19 12'-4" 31 I 12'-4 2'-10 B 19 12-0 12'-4" 30 3"x8"x0.042" BEAM � 13' 3" 17 11'-7" 29 G 11'-9" 12'-3" 17 11'-9" 12'-3" 28 DBL. 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT J 8-6 8' 13'-0" 20 B 11'-7" 31 H 11'-8" 12'-1" B 19 11'-2" 30 G 8' L ALUM. ALLOY 3004-H36 I � ASTM A653 GRADE 50 G60 J 12'-7" 18 11'-0" 29 G 11'-2" 11'-7" 17 11'-2" 11'-7" 29 OR EQUAL ] -7� 9' 12'-3" 20 C 11'-0" 30 H 11'-0" 11'-4" B 20 11'-0" 29 G 9 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL 12'-0" 18 1 p'-4" 30 G 10'-7" 11'-0" 17 10'-7" 29 SHOWN IN THE SPAN TABLES, THEY SHAL11 L BE INSTALLED � 6'-1 O" 10' Cj B ("� 1 O' THE FULL LENGTH OF THE 3"xa• BEAM. � 11'$" 21 10'-4" 30 H 10'-6 10'-9" 20 10'-1 lo, -4" 29 v 6'-2" 11' 11' 18 9'-10" 30 Fi 10'-1" 10'-6" 17 10'-1" 10'-6" 29 G 11' FOOTNOTE: "SAMPLE" O 11'-2" 21 C 10'-0" 10'-3" B 20 9'-7" 29 FIGURE INDICATES � 5'-8" 12' 10'-110'-8" 121 C 9'-6" 9'-6" 331 H 9$"9'-7" 121 9$"9'-2" 9'$^8�_g�� 230 G 12' EXPOSURE B—a FIGURE INDICATES T=12 OR EXPOSURE C 14 Ga WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. Asn! > > A653 SS ATTACHED FREESTANDING ATTACHED FREESTANDING GRADE 8. MAX.COL. 50 G60 � SPACING :) o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAX.POST FTG, MIN. p p ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST FOR DBL FOR 3I x8" (IN.) POST FOR DBL. FOR 3I x8" (IN.) POST m � .042' (2) (3) cl (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5"x0.032' BEAM (1) TYPE 2"x6.5'4.032' BEAM (1) TYPE M FOOTNOTES TO ALL SPAN TABLES: TYP, Z 1. FOOTING SHOWN REPRESENTS LENGTH OF � 16'-9" 17 14'-7" 32 I 14'-1 15'-4" 16 14'-1 15'-2" 31 G EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 13'-7" 5 B 14'-7" 34 J 14'-4" g 19 13'$" 14'-2" 33 H 5' WHERE SLAB OCCURS, CUBED FOOTING SIZE M 6, 15'-3" 18 g 13'-3" 31 1_--[l 3'-7" 14'-1" B 17 13'-7" 3'11 31 Cj 6' MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 13'-g" 20 13'-3" 34 J 13'-1" 13'-7" 19 12'-6' 13'-p" 32 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3.0' MAX, 3'0� , 14'-2" 18 12' 4" 31 H 12'-7" 13'-1" 17 12'-7" 2'-1 30 , SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"x0.042" BEAM 9 _9" 7 12'-9" 20 B 12'-4" 33 J 12'-2' 12'-7" B 20 11'-7' 12'-1" 31 G 7 SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/ DBL 14 GA. STL. INSERT SPACING SHOWN FOR THE SELECTED BEAM. 0 J 8'_6" 8' 13'-3" 18 � 11'-7" 30 H 11'-9" 12'-3" 18 12'-1" 29 G 8' ASTM A653 GRADE 50 G60 11'-10' 20 11'-7" 32 J 11' 4" 11'-9" B 20 10'-10" 11'-3" 31 3. THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE , 12'_]" 19 11'-0" 30 H 11'-2" 11'-]" 18 11'_2^ 11'x" 29 MAXIMUM COLUMN SPACING MEASURED AT THE J 7'-7" 9 11' 3^ 21 B 11'-0" 32 I 10'-9" 11'-2" 21 10'-3' 1 p'$" 30 G 9' COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM � EDGE SHALL BE9IS/4AMINIMUMMCOLUMNTOSLAB W/ DBL. 12 GA. STL. INSERT 6'-10" 10' 12 p_g" 121 C B 10'-4"0 �" 332 H G 10'-710-2 11'-010-7^ g 121 230 G 10' ASTM A653 GRADE 50 G60 6'-2" 11' 19 9'-10" 30 H 10'-1" 10'-6" R 19 10'-3" 29 11' SEE ALTERNATE FOOTING TABLES NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS 2" 22 v 91-10" 32 I 9'-9" 9'-1 p' `' 21 9'-3" 9'_0^ 31 v SHT. 9 FOR ATTACHED COVERS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED r , 20 9'-6" 31 H g'$^ 9'-8^ 19 g'_8" 9'4" 29 THE FULL LENGTH OF THE 3'x8' BEAM. 17, -8" 22 C 2 � 04 " W c~o °O W ) CN oo ULu � w ' V LLf W C'7 o U �? �Z� ao Q M CID FESS ICyyq! o S58.8.5 � 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MWx DATE DESCRJ 9'-6" 33 J 9'�" 9'-1" C 31 G 1 �`� 710N 4 STEL JOB # 151071-1 DATE 3!312015 DRAWN BY MAP CHECKED OKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 34 34 OF 50 SHEETS oo A o B a C o D o E o F o G o H o I a JLl ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B 8, C 3"x8"x0.042" BEAM r 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM J DBL. 2"x6.5"x0.042" DBL. 3"x8"x0.042" BEAM L M W/ 14 GA. STL. INSERT @EL12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT 0 ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. = MAX.COL � o � o SPACING ON SLAB Ln 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (Z) (g) F 13'-7" 5' 18'-0" 15 B 18'-0" 29 21'-8" 16 B 21'-8" 31 G 20'-9" 16 B 20'-9" 22' 8" 17 B 22'-8" 31 G 29'-2" 18 C 29'- 28'-6" 336 H 5' z O 18'-0 18 17'-6' 31 G 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2" 22'-8"1922'-1"33 H29'-2"211,-4" I 19' -9"9, -99, -09 -0a-0"20'-20-8"120 tG C20'202"332G26'21E26'-26,-0"335HI6, 6,16'41616gB16416,-0'230Cj -9"119C19' -3"332G19' -0"119B19' 9,_na7,15'-215,-2'169BV15-2230G 18'-4"8'-4"120C18'x'7-10'331G17'-�7,-7"119C17'-�7-1"19'�9�-2"120C19'-�9,-2"332 Cj24'-24'-8"122E24'-24,-1"334H7' 0 8' 14'3" 17B 2 17'-2" 18'-0"18C18'0" 31G23'22'3_22E23'-22'-7'333H8' 8'-6" -3179309G16 C17'-2"31G16'-6"18C16'-6" J13' 7'-7' 9 -6"14 C -3116'-316-9131115'616-6"18015'616_1"31 E15' C15'-2" 17'-0"18-0 181 17'-018 321 21'-1 20 1'-1 34 9, 13'-6 19 30 G 1 -9"31G15'-6" 20 31G17'-0" 21E17' -0"31C721' -10'23E21'-3" 34HLL12'-9" 3 1712'-9"30 15'4" I 15'4" 32 14'-9" 18 14'-9" 3219 16'-1" 32 20'-9" 20 20'-9" 34II10' �6'-10"10''20C12'-6' 301E15' -1"32G14' -9"21E14' -4"32G16' -121E16' -1"32G20' -9"23E20'-2"34 6'-2" 11' 12'2"18C12'-2" 31G14' -8"E14'-8" 3214'1"19E14'13215'x"19E15'-4"3219'-9"21E19'9'9-3"334IO2011-10"301 G G G 14'-4" 32 14'-1" 21 13'-8" 32 15'-4" 22 15'-4" 32 19'-9" 24 � 5'-8" 11'-8" 31 G 14'-1" 19 E 14'-1" 32 G 13'-6" 19 E 13'-6" 32 G 14'-9" 19 E 14'-9" 32 H 19'-0" 21 E 19'-0"8'-6" 335 I 12' o 12' 11' 8' 20 11'-4' 31 14'-1" 22 13'-9" 32 13' 6" 21 13'-2" 32 22 14'-9" 33 ' ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTANDING ATTACHED FREESTANDING } 4 MAX.COL moo_ j p MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. r2SPACINGS LL 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 � (y) (g) ! � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE r 5' 18'-0" 16 B 18'-0" 31 G 21'-8" 17 B 21'-8" 33 I I 20'-9" 17 B 20'-9" 32 G 22'-8" 18 B 22' 8" 33 H 29'-2" 19 C 29'-22"7'-8" 337 I 5' y O 13'-7" - 1 T-8" 19 1 T-0' 31 H 21'-4" 20 20'-7" 34 20'x" 20 19'-8" 34 H 22' 4" 20 C 21' 6" 35 I 28'-9" 22 0 N + 16'-4" 17 B 16'-4" 30 G 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20'-8" ' -18 ,, C 20'-8" 32 G 26'-8" 20 E 26'-8" 35 , 6 16'-2" 19 15'-T 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 25'-3" 36 jH 9'-9" T 15'-2" 17 g 15'-2" 30 G 18'-4" 18 C 18' 4" 31 G 17'-7" 18 C 1 T-7" 31 G 19'-2" _- 19 C 19'-2" 32 G 24'-8" 20 E 24'- 336 T 15'-0" 20 14'x" 30 21 17'-4" 33 H 17'-3" 21 16'-8" 33 18'-10' 21 18'-2" 33 H 24'-4" 23 23'-6" 8' 14'-3" 18 B 14'-3" 29 17'-2" 19 17'-2" 31 16'-6" 18 C 16'-6" 30 G 18'-0" 19 C 18'-0" 31 G 23'-2" 21 E 23'-22"2-0 335 H 8' s J! 8'-6" 14 -1 20 C 13'-6" 29 G 17'-0 22 C 16'-3' 32 G 16'-2" 21 15'-7" 32 17'-8' 22 17'-1 33 H 22'-9' 24 I 9' 13'-6" 18 13'-6" 30 16'-3" 19 16'-3" 31 15'-6" 19 C 15'-6" 31 G 17'0" 19 E 17' -0" 32 G 21'-1 21 E 21'-1 334 H 9' �! 7,_7„ 13'-3" 21 C 12'-9' 30 G 16'-0" 22 E 32 G 15'-3" 22 14'-8" 32 16'-8" 22 16'-1" 32 21'-6" 24 0'-8" I 6'-10„ 12'-9"2 121 C 12'-912,-1' 330 G 15'-4"5'-2" 10 1 E 15'-4"4,-7" 331 G 14'-9 122 E 14'-9" 331 Cj 16'-15'-10' 223 E 16'-115,-3" 332 (j 20'- 225 E 20'-91, 334 H 10' � 10, _7" 4'-6" ,-0„ 20'-4" 9,-8" a � 11' 12'-2" 19 12'-2" 31 20 E 14'-8" 32 14'-1" 19 E 14'-1" 32 G 15'-4" 20 E 15'-4" 32 G 19'-9" 22 E 19'-9"8'-9" 334 I 11' O 6'-2" 12'-0" 21 C 11'-7" 30 G 23 14'-0" 32 G 13'-10 23 13'x" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 5'-8" 11'-8" 19 C 11'-8" 31 G 14'-1" 20 E 14'-1" 32 G 13'-6" 20 E 13'-6" 32 G 14'-9" 20 -23 E 14'-9" 33 H 19'-0" 22 E 19'-018'-0" 334 I 12' 12' 11'-6" 22 13-10' 23 13'x" 32 H 13'-3" 23 12'-9" 32 14'-6" 14'-0" 32 18'-8" 26 s ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING } _ �S�PAxCING Q ja Q2 j p MAx•POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX POST FTG. MIN. MAX.POST FTG. MIN. Q� ON SLAB � § 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 � e (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE � (Z) (g) � 13'-7" 5' 18'-0" 17 B 17'-8" 33 G 21'-8" 19 B 21'-4" 34 H 20'-9" 18 g 20'-4" 32 H 22'-8" 19 B 22'-4" 35 I 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 M 16'4" 18 16'-2" 32 G 19'-9" 19 19'-7" 33 H 19'-0" 19 B 32 H 20'-8" 19 C 20'-4" 34 H 26'-8" 21 E 26'- 338 K 6' r' 11,-4" 6' 15'-10" 20 B H 22 C 18'-3" 35 I 18'-3" 21 C 17'-6" 33 I 20' -LL 0" 22 19'-1" 36 I 25'-9" 24 24'-7" 7 � 9,_9„ 7, 15'-214,-8' 121 B 15'-0'4'-0" 333 G 18'-4" 8,1 222 C' 18' 16'-10' 334 H 17'- 17'-0" 122 C 17'-3" 333 G 19 223 C 18'-117,-8" 335 H 225 E 24'-4" 337 I 7, H 7'-8" 6'-2" H 18'-6" 124 23'-10' 2'-9" K J 8' 14'-3" 19 B 14'-1" 31 17'-2" 20 17'-0" 32 G 16'-6" 20 C 16'- " 30 G 18'-0" 20 C 17'-8" 33 G 23'-2" 22 E 22'-92"1 337 I 8' 8'-6" 13=9 21-1" 32 G 16'-7 23 C 15'-10' 34 H 5'-10" 22 15'-2" 32 H 17'-4' 23 16'-7' 34 H 22'-3 25 3 K 0 J 9' 13'-6" 19 13'-3" 30 16'-3" 21 16'-0" 32 G 15'-6" 20 C 15'-3" 31 G 17'-0" 1 31241 E 16'-8" 32 G 21'-1 23 E 21'-6"p 336 H 9' 7,_�„ 13'-0' 22 C 12'-4' 32 G 15'-8" 23 E 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16'-4" 24 15'-7" 34 H 21'-1" 26 _1„ K 6'-10„ 10, 12'-912,-3 222 Ci 12'-711-9' 331 C7 15'44'-10' 224 E 15'-2�'4 333 G 14'-9'4,-2" 223 E 14'-6'3,-7" 331 (j 16'-15'-7" 224 E 15'-14=10' 333 H 20'-20,-0" 226 E 20'9-1" 336 H 10, 2" H I 12'-2" 20 12'-0" 31 14'-8" 21 14'-6" 32 H 14'-1" 21 3'-10" 32 15'-4" 22 E 15'-2" 32 fi 19'-9,1'9. 23 E 19'-6"8'-2" 335 s O 6'-2" 11' 11 =9 23 C 11'-3" 31 G 14'-2" 24 E 13'-7" 32 G 13'-7" 24 E 31 G 14'-10" 24 14'-2" 33 -1" 27 r F_5_,_ 11'-811-3 223 11'-61p,-9' 331 Cj 14'-113,-7" 224 E 13'-113,-0" 332 I -I 13'-63'-0" 224 E 13'-12-0" 332 H 14-94-2" 225 E 14'-63'-7" 332 H 19'-0"8,-3" 227 E 18'-8" _8„ 12, C G ti W m W FNM ZUv O cm u�w� W W M M o U � �Z� ao M TQ d- rn �FESSIgyq S5.885. � 1 OF Cg10F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DOTE DFSCRPTIDN a STEL X06 a 15-1071 335 7,-6" a DATE 3I3I2015 DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 35 35 OF 50 SHEETS A o B o C o D o E o F o G o H o 1 o J ATTACHED &FREESTANDING LATTICE COVERS 1 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C DBL. 3"x8"x0.042" BEAM • W/ DBL. 12 GA. STL. INSERT r D ATTACHED FREESTANDING MAX p05T FTG. MIN. MAX.POST FTG. MIN. MAX.COL. SPACING F :)g F ~ � o ^ LL ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST m 3 (2), (3) � (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 32'-0" 19 E 4 H 32'-0" 13 5 z O 32'-0" 21 31'-2" 36 K r" 11'-4" 6 29'-2" 19 E 29'-2" 33 H , 6 r 29'-2" 22 28'-6" 36 I i 9'-9" 7 27'-1" 20 E 27'-1" 33 H 7' � 27'-1" 22 26'-4" 35 I 8'-6" 8' 25'-3" 20 E 25'-3" 34 .I 8' D J 25'-3 23 24'-8' 34 J 7'-7" r 9 23'-1 21 E 3'-1 35 I r 9 � --T3-'-10" 23 ---23'-3" 34 H 6'-10" 10' 22'-8" 21 E 22'-8" 35 10' 3 U) � 22'-8" 24 22'-1" 35 6'-2" 11' 21'-8" 21 E 21'-8" 36 O 21'-8" 24 21'-1" 35 � 5'-8" 12' 20'-B" 22 E 0'-8" 36 K 12' 0 20'-8" 25 20'-2" 36 J _ ATTACHED FREESTANDING � MAx•POST FTG. MIN. MAx.POST FTG. MIN. 4 = MAX.COL. SPACING � o j p ONS LAB SPACING (IN.) POST SPACING (IN.) POST 1-3936 m 3 (Z) (g) F (SPAN) (1) TYPE (SPAN) (1) TYPE F 13'-7" 5 E K 5 O 32'-0" 23 30'-3" 38 D N 6' 29'-2" 20 E 29'-2" 35 6' 29'-2" 23 27'-8" 37 K 9'-9" 7 27'-1" 21 E 27'-1" 35 I 7 27'-1" 24 25'-8" 37 K J 8'-6" 8' 25'-3" 21 E 25'-3" 34 H 8r s 25'-3' 25 24'-0" 36 K � 7'-7" 9' 23'-1 22 E 23'-1 35 I r 9- � LL 3'-10" 25 22'-0" 35 6'-10" 10' 22'-8" 22 E 22'-8" 35 � 10' cri o _ � 22'-8" 26 22'-1" 35 r 6-2" 11 r 1'-8" 22 E 21'-8" 36 � , 11 O 21'-8" 26 21'-1" 35 � F5-8" 12' 23 E 0'-8" 36 K 12' 26 20'-2" 35 I 35 I 10' B � 22'-8" 27 010" 36 K ATTACHED FREESTAND/NG 11' 21'-8" 24 E MAX.COL. F � MAX POST FTG. MIN. MAX•POST FTG. MIN. � o 21'-8" 27 ^= I..L ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST !2§ 20'-8" 36 J 0 (2).(3) � (SPAN) (�) TYPE (SPAN) (t) TYPE F 13'-7" 5' 32'-0" 21 E 32'-0" 38 K r 5 O 32'-0" 24 29'-4" 40 11-4" 6 29'-2" 22 E 29'-z" 37 K 6' r 29'-2" 25 6'-10" 39 9._9.. 7. 27'-1" 22 E 27'-1" 36 K 7' 2T-1" 25 4'-10" 36 J 8'-6" 8' 25'-3" 23 E 1253" 36 J 8, 25-3 26 23'-3' 37 K 0 7'-7" g' 23'-1 23 E 23'-1 35 I 9' 3'-10" 26 22'-0" 37 K 6'-10" 10' 22'-8" 24 E 22'-8",_ U% e Ll 04 cp W N o w a�� VU)w� L1J L1J � C'7 o U rn Z � M UQ �t rn FESS/(� S58 8 5 � 1 OF CAOF� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REvlsioNs Mnwc mtE oescrswtw" a STEL X06 a 15-1071-1 DATE 3ar2015 35 I 10' � 22'-8" 27 010" 36 K 6'-2" 11' 21'-8" 24 E 21'-8" 36 I 11' O 21'-8" 27 9'-10" 36 K r 5'-8r ' 12 20'-8" 24 E 20'-8" 36 J , 12 19'-1" 36 ( DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 36 36 OF 50 SHEETS 1 0 2 0 3 0 4 • A •- o B o C o D o E o F o G o H o .I o J 0 s 0 s RessionolFn ,r,��1 K•FA2 OQROFESSIpN �9Q�ypFESSIQy9� y 49725 m' LICENSED DUSTIN C 72487 S5885 PROFESSIONAL I K GIN ER No. NA 0-5- FOF CAL\F0� OF Cp,� \F� v S • 15 res 06_�p QFpFESSIOA(4�''0. Y,-EN K ROS I (-NI �� •RGS'F''i, � � �NGINEE&,qr ? \� �y MEk�c i �`� `IDUSTIN ROSEPINK�'° = • • , = DUSTIN ROSEPINK o ? O 2 a . 004 _ 20550 �° (n�.;ti31,,s 20460 Of I £ CONAL � 0. 01986 � /O E NAL 0'1/nnnmm�ua" '''l,nlllnlr` � �\•``` \NICARp'''., pFFss FPX ljjjl K.ROSFA Eng;�e�i• 0 EF� /OZ �`N OJSt,oF�YASy.h, yS\ot\al off?' ,`�� K• ROs� '2 �•• � 81971PE 12202 A� SEAL = 35 - , 7 i A ;NK. RO`'�•`��� CNK. R�s� UNAL Y0 B ti W co o U) N o Llj WW M M o c00 � Q M v �fEss�� S 5885 � 11,11111111V �O OF 0?,1-\FOS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPRDVAL REVISIONS 4 STEL JOB # 157071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR ADDITIONAL STATE LICENSURE STAMPS SH MING '�Illllllll�` - 50 50 OF 50 SHEETS