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HomeMy WebLinkAboutB16-1809 000-000-000May 9, 2017 Project:, Duralum - IAPMO #0195 Aluminum Patio Cover Structures (Various Sites) 4 S.T.E.L. Engineering Job #: 17-1078-5 -Letter #3713 To Whom It May Concern: 4S.T.E.L. Engineering, Inc. is the engineering firm that wrote IAPMO #0195. This letter is to confirm that it is acceptable to use IAPMO #0195 at this address: 107 Serene Lane, Oroville, CA 95965' Please feel free to contact our office with any questions or concerns. Dustin K. Rosepink, S.E. 5885 President, CEO 4 S.T.E.L. Engineering, Inc. 26030 Acero Suite 200 Mission Viejo, CA 92691 P: (949) 305-1150 x105 C: (949) 305-1150 x150 F:(949)305-1420 PERMIT #��' BUTTE COUNTY DEVELOPMENTF613 VICES REVIEWED CODE OMPLIANCE ' 26030 ACERO, SUITE 200, MISSION VIEJO, CA 92691 • (949) 305-1,1'50'-. FAX (949) 305-1420 s 1. �iZ' d -C� . T t t BUTTE 3COUNTY s - AUG 1, 8 2016 ' JDEVELOPWN`f SERVICES v of e t tW, _ TOI } { PERMIT # UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR L D C()DE, 0()MPLIANCE . _ BY_ 9A4B�J=Ma-yn 1,� P Residential&ALBbLDERS, Commercial i Contractors License # B677466 "~�— - --�- ----------- 500 Giuseppe Court • Suite 1 • Roseville, CA 95678 Office: (916) 960-4889 / (530) 893-8600 • Fax: (916) 960-4892 Cell: (916) 439-3631 [��! �%wywww.ralbuddersinc.com • ralsacramento@aol.com • - �,. � - v v w � S [J OJT � avJ �, .. ,` Nil / 1 46 A BUTTE y' COUNTY AUG 18 2016 DEVELOPMENT �� f SERVICES f n f fr J{ r A V < PERMIT# 1,2 B E L VICES REVIEWED FOR CODE COMPLIANCE ZF 1,A� Ce. �j �i� Ei� C�Je'% DATE ��7��-� BY&_ Phil Raynal 10, / R ResidentialCommercial SL=7VL1 (9 �t'bClE(-� S!� Contractors License # B677466 C3� 500 Giuseppe Court • Suite 1 • Roseville, CA 95678 Office: (916) 960-4889 / (530) 893-8600 • Fax: (916) 960-4892 (. Cell: (916) 439-3631 �` ��� www.ralbuildersinc.com • ralsacramento@aol.com d A F��E'Nl�1NEEf?lN�i' May 9, 2017 Project Duralum — IAPMO #0195 Aluminum Patio Cover Structures (Various Sites) 4 S.T.E.L. Engineering Job, #: 17-1078-5 -Letter #3713 To Whom It May Concern: 4S.T.E.L. Engineering, Inc. is the engineering firm that wrote IAPMO #0195. This letter is to confirm that it is acceptable to use IAPMO #0195 at this address: ion Serene Lane, Oroville, CA 95965 Please feel free to contact our office with any questions or concerns. Dustin K. Rosepink, S.E. 5885 President, CEO 4 S.T.E.L. Engineering, Inc. 26030 Acero Suite 200 Mission Viejo, CA 92691 P: (949) 305-1150 x105 C: (949) 305-1150 x150 F: (949) 305-1420 / PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEh//i '26030 ACERO, SUITE 200, MISSION VIEJO, CA 92691 • (949) 305-1150 • FAX (949)30-',-1420 .-I PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. GENERAL NOTES: DESIJN REQUIREMZNTS: GOVERNING CODES : RESIDENTIAL APPLICATIONS -CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC 8 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN 114 THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER 1. 20120015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA SUAOINO AND ROOF L LVE AND SNOW LOADS: 10, 20,25, 30.40 S 50 pst. (SNOW LOADS AT GROUND RESIDENTIAL CODES, ASCENSEI 7-10 MINLNUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25.30, 40 S SO psq AND THE 2015 ALUMINUM DESIGN MANUAL - ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. -ACCORNMHC&WITH-2012J2015 LRG MND-2036RO-SEOTION AHIOS2 FOR -10 psf RESiDERML-CONSTRUCTl01j ROOF LIVE AND SHOW LOADS: 20,25,311, 40950 pst(SHOWLOADS AT GNOUIID LEVEL ANDACI 316.14 FOR 20,25 MND 30 ps(RESIDENTIAL AND COMMERMAL CONSTRUCTION. 2S 30 40950 WQ DRAWING NOTES : 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN. COLUMN SIZE, ETC.) SHALL BECIRCLEDANDCLEARLY IOENTIFIED. 3, EACH INSTALLATION SHALL BEAR All IDENTIFYING TAG ONOMAU NG THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND EfNCLOSABILITY. It THE DRAWJMS AND SPECIFICATIONS SHONN REPRESEUTTHE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND 00 !NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND OIREWI CT THE 011K AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHIIIQUES, SEQUENCES AND PROCEDURES. S THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPTAT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BURDIING AND SAFETY OEPARTMEIT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. NL FREESTANDING COVERS SHALL NOT BE ENCLOSFO VATH ANY TYPE OF SOLID OR MESH MATERIAL 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM. NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL 6. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXLMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTIN(N OR NE W CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDE14TIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE VATH IBC AND CDC SECTION TAS.3.1. DESIGN C04SIDERATIOPIS: 11. Mi NOMUNI ROOF SLOPE FOR SOLID ROOF PANELS: 114 INCH PER FOOT. 1, MINIMUM COVER PROJECTIO14 IS 10. 13. hUHIPAU!A SIZE OF EXISTING ROOF OVE RSWM IS 50 SQUARE FEET, VAIERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED'RIOGEO BUILDINGS' AS DEFINED 01 ASCFJSEI7. 15. COVERS SHALL NOT BE INSTALLED LIN AREAS (NEAR HFLLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEJSEI7. 16. THE FREESTANOI NG ANDATTACHEO COVERS VOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES; IN ACCORDANCE WITH ASCEUSEI 7. 17. THE RATIO (VP). COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR VA DTH (P, FT), SHALL NOT EXC EEO ONE (1). 10. THE RATIO (LOP), COVER LE146TH (L, FT.) OM DE BY THE COVER PROD ECTION OR WIDTH (P. FT). SHALL NOT BE LESS THAN ONE (I). MATERIAL SPECIMATIONS: 19. BEAUS SHALL BE SPUCEDOVER EACH INTERIOR COLUMN SUPPORT 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOYAN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILO AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,50D POUNDS PER SQUARE INCK 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS SOD POUNDS PER SQUARE FOOT. OESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSFIFT x 2 PER TABLE 11!06.2 AND SECTION 1806.3,1 23. EMBEDDED STEEL LOADERS SHALL BE HOTAIPPED GALVANQED, AND CONFORM TO A500 GRACE S. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A6% SS GRADE 50 Gft 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2021-T4: STEEL BOLTS SHALL BE ASTM A -W?. ALL BOLTS SHALL HAVE STANDARO-CUT PLATED WASHERS, WOOD AND LAO SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE PO.ST4NSTALLEO ANCHORS CTEO IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) ON CONFORMANCE WITH ICC -ES ESR 1678 OR APPROVED EQUAL. 27. THE TA13ULATEO MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS WAITED TO USE WITH RESIDENTIAL ATTACHED PATI) COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOFASSEMBLY IN ACCORDANCE WITH SECTION 15(16.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC11BC. FOR USE WITH THE CRCARC, DIVIDE THE REQUIRED CRCARC 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. ADDITIONAL DESIGN REQUIREMENTS: I. TABULATED SPANS FOR SINOW LOAOS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC VMIO SPEEDS 1106 120,130 MPH. EXPOSURES 8 AND C. 3. OCCUPANCY CLASSIFK:ATIOIJ ANO RISK CATEGORY: 11, #1. l SEISMIC BASE SHEAR: 17POUNOS PER LINEAR FOOT PER WIDTH OF COVER. S. SEISMIC D£SIGNIPARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: O (RAPPED SPECTRAL RESPONSE COEFFICIENTS: S1- 1.50, S,- 0.6, Sm - 1.0, S..O.50 RESPONSE MODIFICATION FACTOR, RJ.2S 6. DESIGN ASSUMPTIONS: A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20 B. LEAST BURONN G WIDTH OF MAIN STRUCURE: 30 C. MINILHJM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: ID X 10 A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SU&NITTEO TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY 1114CLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ULPM0113TE0 EVALUATION REPORT. AT A NINWAJM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLL(WA NG INFORMATION FROM TOSS EVALUATION REPORT: A TITLE SHEET AND GENERAL (NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDI M. OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SIIE-SPECIFIC RAFTER AND -OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE 9 QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SNE -SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION TAA7 MAY BE REQUIRED BY THE LOCALAUTHORf1Y HAVING JURISDICTION. SHEETINDEX: SHEET # SHEET TITLE 1 DESCRIPTION WIND SPEED CONVERSION TABLE: CBC I18C EQUIVALENT CRC I IRC WIND SPEED 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: Z -A t4'L- SITE ADDRESS: W%pIND SPED & EXPOSURE: It 0 ROOF / SNOW LOAD., U STRUCTURAL ENGINEERING FIRM &A A STRUCTURAL ENGINEERING 21WOACILOtVINNO FNONE (141)J03-1160 T-0...... TITLE SHEET DESIGN LOADS GENERAL NOTES AUs110NVIN1.CAf2N1) FAX. (141)205.1420 SH-1.............SOLID PANEL STRUCTURES OIUQYW WOLYEt1 SH -2 ............OPEN LATTICE STRUCTURES of ATCOue OWmN a 101EHYe Lt6Ll$ SH -3 .............PANEL SPANS TRI -V, W -PANEL & FLAT PAN (ODD Of COMACR A341140111TIAN SH -4 ............MINIMUM FASTENERS SH - 5-8 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PAT10S 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 SOUD COVERS SH -15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF LL, 110-130 MPH SH -18.20 ..... SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110430 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.I., 110.130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF SA, 110-130 MPH SH - 28-30 ..... SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF SA, 110.130 MPH SH - 31-33 ..... SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF SA, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110.130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110.130 MPH SH - 39.40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L,110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110.130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L; 110.130 MPH SH - 45-08 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF SA, 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 BUTTE COUNTY AUG 18 2016 DEVELOPMENT SERVICES IERMrT# 73110 ` I b U% s BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEC MPLIANCE �AT � 1 r,-, L, r:, C6 f r / N CD r 0") lJ.l Obi M Uoi Cl) O x _n, W ] - Qz� C> N � Cn ESSI S588 1 OF CA -0 06.23-16 DURALUM IAPM0 0195 Mu AIPA m atlsQolls MMt W[ T4S0o�101 4 STB. J031 161011 DATE 061116 OR"M BY AT Cw*m GN SOLID PANEL STRUCTURES SH -0 00F50sI¢E�s BUTTE COUNTY AUG 18 2016 DEVELOPMENT SERVICES IERMrT# 73110 ` I b U% s BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEC MPLIANCE �AT � 1 r,-, L, r:, C6 f r / n 0 0 E F o G H I SOLID PANEL STRUCTURES' ROOF ROOF ATTACHA1ENi ATTACHMENT ROOF PANEL SEE TABLES SEE DETAILS E 8 8 SHEET 4 FOR ROOF SHEET 8 OVERHANG, OR WOOD, OR GTMOF CONCRETE Sr STRUC ROOF PANEL SEE TABLES SHEET 4 FOR ROOF SEE DE7A1L`A B 3 C. SHEET 8 L�GTy OF ANO ATTACHMENT TO PANELL I. WALL SEE REVApES THEp�B PS ATTACHMENT TO SUPPORTING BEAM. S u P SUPPORTING S►iEEZB �M.I ING WALLHANGER SLOREPEREf P R SST S & ^O.H.' NOT TO EXCEED 25% HANGER 9 BEAM.—AUN_025 E SP POSTS, SIZE VARIES O, o 'O.K' NOT TO EXCEED 25% NOTTO 'O.W NOT TO EXCEED 25% SEE DETAIL 11, SHEET 12 OF OF ROOF PANEL FOR MANDATORY SPLICE CE ATSEETAE,CSING BEAM LIPO OF ROOF PANEL MAY E USED'ABLESp EXTERIOR140 TS. ALLOWABLE SPAN TO CONTRAIN ALLOWABLE SPAN i FOOTING, SEE SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE SEE DETAIL 11, SHEET 12 8E414 Sp M!/ NO BEAM SPLICE AT Sp ACING BEAM - SEE TABLES FOR MANDATORY SPLICE NO BEAM SPLICE AT sp /'OST SPAN/ BEAM -SEE TABLES EXTERIOR POSTS SEET gglE S EXTERIOR POSTS SEL T ACING 48CE FOR POST SPACING POSTS, SIZE VARIES SEE SHL i1 FOR MINIMUM O,N f �5%60F POSTS, SIZE VARIES S - O.k EYCf TO NUMBER OF REQUIRED COLUMNS X L+ BEAR! SEE SHL 11 FOR MINIMUM Ope Ot �L ly'LBLESp� NUMBER OF REQUIRED COLUMNS W Att PW1T?S" Acc()N, tem 312' SLAB ATTACHMENT 312' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. NOTE ND SPLICE AT R POSTS MAY BE USED WHERE PERMITTED. SEE TABLES SEE TABLES CHANGEABLE WITH ANY OTHER NOTE EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: EACH COMPONENT IS INTER - FOOTING N1iERE REQUIRED CHANGEABLE WITH ANY OTHERCHANGEABLE FOOTING WMERE REQUIRED WITH ANY OTHER SEE TARES COMPONTENT COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. "TYPE "A" ATTACHED SINGLE SPAN Wl CANTILEVER OPTIONS TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION y ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL LENGTIi ATTACHMENT TO t �StjcTUR,_ SUPPORTING BEAM. O.Hl EVeo 'O.H.' NOT TO EXCEED 25% �GOFS TRUCTUR OF ROOF PANEL EVES ATTACHMENT TO AVOWABLE SPAN SUPPORTING BEAM. s SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE BFAA4 NO BEAM SPLICE AT Sp PoSTS MI/ SEETgBSlNG EMI - SEE TABLES EXTERIOR POSTS. ^O.H.' NOT TO EXCEED 25% FOR POST SPACING OF ROOF PANEL POSTS, SIZE VARIES o NOTTO SEE DETAIL 11, SHEET 12 OF FOR MANDATORY SPLICE CE ATSEETAE,CSING BEAM LIPO pO Sp/ MAY E USED'ABLESp EXTERIOR140 TS. TO CONTRAIN i FOOTING, SEE POSTS, SIZE VARIES TABLES FOOTINGS k0 rT SEE TABLES NOTE EACH COMPONENT IS INTER- QP! CHANGEABLE WITH ANY OTHER 312' SLAB . COMPONTENT UNLESS OTHERWISE SHOWN. a TYPE "C' FREESTANDING W/ CANTILEVER OPTION OVERHANG, OR WOOD, OR CONCRETE WALL SEE s ROOF PANEL SEE TABLES MIN. 025' SLOPE - SHEET 4 FOR ROOF PANEL �GOFS TRUCTUR PER FT O.H EVES ATTACHMENT TO SUPPORTING BEAM. O. ^O.H.' NOT TO EXCEED 25% OF ROOF PANEL AVOWABLE SPAN SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE CE ATSEETAE,CSING BEAM LIPO pO Sp/ BEgI,1 _ SEE TABLES EXTERIOR140 TS. FOR POST SPACING POSTS, SIZE VARIES 0k k0 rT QP! 312' SLAB . MAY BE USED TO CONSTRAIN q FOOTING, SEE W TABLES FOOTINGS SEE TABLES NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION m N c:11 2 wcmM Vd O X w > p QZco u4i O N CD S5885 OF GALS 06-23-16 DURALUM IAPMO 0195 NYAFVFOlµ REVOO ,WR R W!WIY,p i srB.J�F wto)i OATE WnIG ORW1i 9Y AT CKCI�D Gu SOLID PANEL STRUCTURES SH -1 toFsos�rs t}=CE i J w 7 O Q O �fssrgy� 11C h~ S 5885 OF CAO 06-23-16 DURALUM IAPMO 0195 AHIAPPROAL REVISIONS 1w out LE]V°•IW ISTELJOBI 161GI1 DATE U6.2}16 DRAR,lBY AT afD6E0 w OPEN LATTICE STRUCTURES SH -2 2 OF SO SILE7S OPEN LATTICE STRUCTURES RAFTER. SEE TABLES �tcy„ f WALL LEDGER OR . ` FSA 'vTjT ROOF OVERHANG, r�B(ALLLEDGEROR,* SEE DETNL ° • ROOFOVRHANG. A,66C p SHEEYA ROOF OVERHANG, �EEl1ETNC7CO'SL, - - 2571OFRAFEER ALLOWABLE SHEEEA SPAN RAFTER. SEE TABLES . 0• . 2'IBIFyNyi? K%RAFTER A^ KIOYlABLE - SPAN ` _ • � 16WIDATOAY BEAM SPICE • SEE ? ° - OETAA.11,SHEETI2' 4 " - IID BEAM SPLICE AT JOdO• EXTERIOR POST$ ... _ LENGTH 0FSTRUCTURE VARIES 43 1r = LWIDATORY BEAM SRCE-SEE _ _ DETAIL II-SHEETI2 NOSEAMSPLICEAT J POST VITH IDE PIAT S SfE SHT. 11 FOR H EXTERIORPOSTS 'kl{ NUNSNS6 REWI 6' T�°�•TW'i LENGTH OF87RUCTUREVARIESCULLIM eE(. 714' SLAB A77ACHVENT VAYSEUSEDT',NERE �`4/� - POST VIN SIDE TES ° sOtY, P"RE SFT "1�yRW� SEE SHE. It FM NINIMRI NOTE: EACH COMPONENT IS INTER- s $ T 'lt RFs - IRIILBER OF REQUIRED `. CHANGEABLE WITH ANY OTHER 'tBIF s • ' COLLKNS t COMPONTENF UNLESS OTHERWISE SHOWN., FDOTNrG%MfERE REQUIRED, NOTE EACH COMPONENT IS INTER- fib +v ' € THIS �iSTRUCTURE SEE TAKER - CHANGEABLE WITH ANY OTHER 3ya-FTP N�� a 112' SLAB ATTACHUENT 4AY BE USED �'.N ERE •1— u Y BE CO�jEREryOPE l!9 COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTED, 6 • E9lp THIS OPEN LAI VICE -TYPE SI RUCTURE 3 SEE TABLES. - - PAY HOT BE COVERED. _ FOOTLVG"WERE REWIRED. BEE TABLES o TYPE "E" ATTACHED SINGLE. SPAN LATTICE STRUCTURE. TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE . RAFTER SEE TABLE FER SIZE - s . - ANDSPACING • . MAX Oji. 25Y R SEO.HALLW - . RAFTER, SEE TABLE - t AMN10 ° � �A SPAN - LWG MAXOH. O- 25.4 OF RAFTERALLOWABLE SPAN 6 • J� � � LT • F' x ?V h = • LFNOTN OF STRUCTURE VARIES MANDATORY BEAM SPICE -BEE DETAIL l 1. SHEET IZ - COAT XERIORPOSTS iONOBT SEE POST DE T IENN OF87RUClURE VARIESEXTERIOR T ��S G MMIDATORY BEAM SPICE -SEE DETAIL II,$MEET I2 7,R'BLAB NO BEAM BPUCE AT SI�TEE PCGT OETAq•�I• NOTE EACH COMPONENT IS INTER- MAYBE USED TOCONSTRAIN EXTERIOR POSTS CHANGEABLE NTH ANY OTHER FOOTING. SEE �� S3Itr T NTTABLES COMPONTEUNLESS OTHERWISE SHOWN. LUSED NOTE TMtSOPEH LATTICE -TYPE STRUCTURE NOTE: EACH COMPONENT IS INTER- TOCONSTHAIN FOOTING SEE — IAAV =BE LEWITUNLESSTTHER T1@Fs TABLES - fOOTIHG BEE TABLES CHHANGEA ISE SHOWN. • ' MOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTDIG SEE TABLES . MAYHOTSE COVERED. 6 TYPE "G' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE w 7 O Q O �fssrgy� 11C h~ S 5885 OF CAO 06-23-16 DURALUM IAPMO 0195 AHIAPPROAL REVISIONS 1w out LE]V°•IW ISTELJOBI 161GI1 DATE U6.2}16 DRAR,lBY AT afD6E0 w OPEN LATTICE STRUCTURES SH -2 2 OF SO SILE7S i O r N CO LJO C14 CDU O -aw w>-- Qzta o� o N M ES4lp S5885 I OF CAL% 06-23-16 DURALUM IAPMO 0195 rouiPPPWAL aEvlms wx wt oesw��a � 576 A01 I6t0)1 WlE Obllle OM1N19V AT CHECKED 6L ---------------- PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 ]OF509EE15 A 8 C U E P MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS. TABLE 1 TABLE 2 TABLE3' (2)2�fi�plD _ WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH _ 61/" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO,14 TEK OR SMS SCREWS UMBER OF N0,14 TEK OR SMS SCREWS PE > NUMBER OF NO.14 TEK OR SMS SCREWS �o PER FOOT OF BEAM LENGTH 5~ OOT OF WALL HANGER AND BEAM LENGTH So PER FOOT OF BEAM LENGTH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH a 110 AtPH 120 MPH 130 MPH ~ EXP. B EXP, EXP. B EXP, EXP. B EXP. C ~ EXP. B EXP, EXP. B EXP. EXP. B EXP. C ~ EXP. B EXP. EXP. B EXP. EXP. B EXP. C 2 1 2 1 2 2 2 5' 9 1 1 1 1 1 1 2 1 2 1 2 5' 1 1 1 1 1 1 1 1 1 1 1 1 6' 1 2 --'--21 1 2 2 2 2 2 2 3 6' 1 1 1 2 1 2 1 2 1 2 2 2 6' 7' 1 2 1 2 1 2 2 3 2 3 2 3 7' 9 2 1 2 1 2 2 2 2 2 2 2 7' 1 1 .,1 1 1 1 1 .1 1 1 1 2 8 8 1 1 2 2 2 2 8' 1 1 1 1 1 1 1 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 3 3 1 1 1 2 1 2 ° g• 2 2 2 2 2 2 g� 1 2 2 2 2 2 g• 1 1 1 1 1 1 2 3 3 3 3 4 2 2' 2 3 3 3 1 1 1 2 2 2 10 2 2 2 3 ._2 3 2 3 2 3 3 4 10' 1 2 2 2 .2 2 2 3 2 3 2 3 10' 1 1 1 .2 1 2 1 2 1 2 1 2 ' 11' 2 3 2 3 2 3 2 4 2 4 3 4 11' 2 2 2 3 2 3 2 3 2 3 3 3 11' 1 1, .1 2 1 2 1 2 1 2 2 2 12 2 3 2 3 3 3 3 4 3 4 3 5 12' 2 2 2 3 2 3 2 3 2 2 3 4 12' 1 2 1 2- 1 2 1 2 1 2 2 2 ° 13' 2 3 2 4 2 4 3 4 3 4 3 5 13' 2 2 2 3 2 3 3 3 3 3 4 13' 1 2 1 2. 1 2 1 2 1 2 2 2 } FOOTNOTE: "SAMPLE" " s FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING j e N o o�� O_ r- � O o r N � M ,:ssl S 5885 � OF CALF 06-23-16 DURALUM IAPMO 0195 AwAwapAu RfY6gN5 wn Dirt temww ism ms WWI WE Ebt}IB DMNM BY Al C7ECKW GY PANEL SPANS TRI -V, W -PANEL $FLAT PAN SH -4 4OF50 SfEET9 N d � r coCq LO Z d N U O �wLl- C) L Qzu'3 c Co. t o N Cl fEssf r.. S 5885 OF CAO 06-23-16 DURALUM IAPMO 0195 AwAMMIAt REVOM -AW W[ RW91UI � sra�oa � 16wT1 WE 061316 ORWM BY AT 01ECJl0 6Y MINIMUM FASTENERS SH-5 S Q-"&1m RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C i 7� 2"X 61/2" RAFTER F I DBL. 2'x 61/2" RAFTER 7� 0.024!' V �6 S .03Y 042' .04Y a -J 3.0 ,r_„I VAX. * ZW.S' RAFTER * DBL. 2 A6.5" RAFTERS AUMALLOY3=4M ALUIS ALLOY 30044M OR OR EOUAL EQUAL FOOTNOTE 'SAMPLE' FIGURE INDICATES - ATTATTACHED E ATTACHHEDD FIGURE INDICATES FREESTANDING A I 2 2"X 61/2" RAFTER o ze a o yo DBL. 2'x 61/2" RAFTER F-. LLlSL (1N•) 10 MPH 120 MPH 130 MPH LUSL Ir ON•) i 10 MPH 120 MPH 130 MPH 8 EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 — 024'310'-3 S 5885 9' 9' 9'-9• 91-9" 10-3 9'-9" 10'J 9-!Y 10'-3 AwAPPW14 02414x'146' 1fr- 14'-8--114-4I'_ 14'-8" 14-8' 14'-8" 14x 14'-8' 14-67-8" 14' 8" 7'-6" 7'S" 7'-6" 7' e" b'86' 8' 8' 8'-8' 8'�i' 14C 24, 11'-2' 11'-2' 11•_2, 11'_2" 11•_2, 11'-2' 30 .032'-1--•30 OPEN LATTICE COMMERCIAL & PATIOS 12'-6' 12'-6' 12'-6' 12'-6" 12'-0' .032 16, 18'-7' 18'•7" 18'-0' 18'-7" 18'-4' 18'-7" 18'-4' 18'-7' 18'-4' 18'-7' 18-0" 10'-2" 10'-2" 10'-2" 10'•2" 10'-2' 24, 15'-3' 15'-3" 15'3" 15'-3" 15'-3" 15'3' '-8' 10'-8" 10'-8" 10'-8' 10'-8- 10'-8' 15'-1" 15'-1' 15'•1« 15'-1' 15'-i' 15'-1" Od2 16" — 46'-0' i5i9' 16'-0' 15'-9' 16'-0' 15'-9' 16'-0" 15'-9' 16'-0' 15'-9' 18'-0' 15'•9' 042 16, 22•_7" 22 -2" 22•_7» 22.2• 22•_7" 22 _2• 22•_7" 22'-2' 22'_7" 22'-2' 22'_7" 22'_2• 24" 12'3' IT -3' 12'-3" 12'-3' 12'-3" 12-3" 12-10 12'-10' 12'-10' 12'-10 12'-10' 12'•10' 24, 18'-0' 18'3" 18'-6" 18'-6" 18'-6' 18'-2' 18'-2' 18'-2' 18'-2' i8'-2' 18'-6' 18'-2' 024 16' 8'-0' 9''1" 8-0" 9'-1 8-0 8'-1" 8'-0" 9-1" 8-0' 9'-1" 8'-0' g 1 024 16. 2'-10" 12'-8" 2'-10" 12-8" 2'•10" 12'-8' 12'-10' 12'-8" T-10' 12'-8" 2'-10' 12'-8' 24' 61-2' 6'-2" 6'-2' 8'-2" 6'-2 8-2' 7'-2" 7'-2" 7'-2" 7'-Y 24' 81•10' 9'-10' 9'-10' 9'-10' 9'-10' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 9'-10' 10'-4' 40 .032 16" 10'-10" 11'6' 10'-10" 11'8' 10'-10' 11'6' 10'-10' 11'6' 10'-10" 11'6' 10'-10" 11'S 40 .032 tfi 16'4" 18_1• 16'4" 18'_1• 16'4" 18.1• 16'4' 18.1" 1614« 16'-1' 16'4' 18.4• 24. 8.3' 8'-3" 8'-3" 8-3- 8 -3" 8-3 9'-4' 9'-4' 9'4` 9'-4' 9'-4" 9'-4" 24. 12'-6" 12'-6' 12'-8" 12'-6" 12'-8" 13'•2'13'•2' 13'-2" 13'-2' 13'-2' 12'-6" 13'-2" 042 160 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 16r 191•9' 121, 191•9' 19-0" 19'-9` 19 4' 19'-9' 19-0' 19'•9" 19-0" 19-9" ` 24' 11'3 11'3' 11' 3 11'3' 11'3' 11'3' 24" 16'_2, 16•_2, 16'_2, 16'_Y 16•_2, 15'-10' 15'-10' 15'-10' 15'-10' 15'-10' 16•_2• 15'•10' 024 16" 7'-3' T-3' T-3' 8'-2' 7'-3' 8'-2' 7-3' 8'-2" 7'-3" 024 16" 10'-10' 10'-10" 10'-10' 10;-10' 10'-10' 10'-10' 24" 5-2' 5'-2 5'-2" 5-2' 5'-2 5-2' 5'-9" 5'-9" 5'•9' S'-9' 5'-9' 5'-9 24" 8'-3` 8'-3" 8'-3' 8'•3" ' 8'-3" 9' 4" 9'-4' 9'-4' 9' 4` 9'-4' 8'•3" 50 .032 18' 9'-9". 10'-3" 9'-9' 10'-3" 91•9' 10'-3" 9'-9' 10 3" 9'-9' 10'3' 9'-9' 10'-3' 50 .032 16" 14'-8" 14'-6' 14'-0" 14'-6' 14'3' 14' 6` 14'$' 14' 6` 14'-8' 14',6' 14'-8" 14'-6' 24' 7'-0' 7'-0' 7'-0' 7'-0' 7 -0" T-0' 8'-4" 8'-4' 8'•4" 8'-4' 8'•d" 24" 1 V-3" 1 V-3" 11'-3' 11'-3' 11'-3" 11'-10' 11'-10' 11'-10' 11'•i0' 11'-10' 11'-3' 1'-10' 042 16' -I �2612'-0 11'-9'=lVY-2'10'-2 1'•9' 11'-9' 123 11'-9' 12b' 042 16, 1T-9' 17' 6' 17'-9' 17'-0' 1T-9' 17'-0` 1 ,9' 1 T-0" 17'•9' 17'-0' 1T•9' 1 T$' 24' 9'-0' '-0' 9'•0' 9'-0' 10'-210'-2 10'-2 10'-2 24, 114'-3' 13'-7" 13'-7" 14'3' 14' 3' 44'-3' i4'3' 13••7" 14'-3' 0.024!' V �6 S .03Y 042' .04Y a -J 3.0 ,r_„I VAX. * ZW.S' RAFTER * DBL. 2 A6.5" RAFTERS AUMALLOY3=4M ALUIS ALLOY 30044M OR OR EOUAL EQUAL FOOTNOTE 'SAMPLE' FIGURE INDICATES - ATTATTACHED E ATTACHHEDD FIGURE INDICATES FREESTANDING A I 2 _� Xw 04 M F-. U U rn Q _aWLL � W > -- zLo CDP Mo N o N M a) 7 �f£SS1Dte.. S 5885 . i Of CAV. - At06-23-16 06 -23-16 DURALUM IAPMO 0195 AwAPPW14 mvisl" tWi[ Wt, Qi00•IOt 91ELbo31 Won DATE [6t1i8 DpAm BY AT CKICKED G4 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 60FS09EE15 11 2 4 0 1 6 A B C D E F 0 H 1 HEADER BEAM TYPES 1.52' GurTER W. CLIP • sl' t, o. s SPLICE ' Tb12GA MART TM125• SPLICE YAIEREASTM ASW SS %%HERE ALLAL YMIERE OCCVRS GRADE 50 GED OCCURS ALLOY BoeiTe SPLICE OCCURS 032' 6 - 2 7— — — —6:6 --70- 0.73' x— I II 4.0' 4 6' —u 0.115 I _.w OTV. II 4 3.I 0.070' I ODv--, �3.0'� I 6.5" ROLLFORM GUTTER FASCIA A ALUM. ALLOY 3004-H36 MAG BEAM B ALUM. ALLOY 6063-T8 �1 4" I -BEAM - ALUM. ALLOY 6063-T6 p 4.5" MAG GUTTER ALUM: ALLOY 6063-T8 I 042'/ 0.032'-8.0' IYP. 6. ' I 0.042' TYR 8.0' 0.042' tYP. I t T -IT OR 14 Gk AM SS GRAM GSD 042'_ TTP. DBL. 3x8x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3'x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3'x8' BEAM 3" SQ.0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE50 G60 3'x8"x0.042" BEAM 40 W/ M W/ 14 GA. STL. INSERT W 3.0 ASTM ASN GRADE 50 G60 3"x8"x0.042" BEAM DBL. 3"x8"xQ.042" BEAM 3"x8"x0.042" BEAM K ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004"H36 W/ 12 GA. STL. INSERT OR EQUAL _ OR EQUAL N ASTM A653 GRADE 60 G60 3A, ALUM. HEIGHT LIMITED TO 10'-0" MAXIMUM. NOTE- VMERE V ANO 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE I NSTALLED THE FULL LENGTH OF THE 3118' BEAM. COLUMN / POST TYPES C 3" SQ. ALUM. POST ALUM. ALLOY3004 H36 3" SQ. STEEL POST ASTM A653 GRADE 60 CP60 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALL 3004-ti36 OR EQUAL I -BEAM k.F 7" ALUM. ALLOY 6083 TB G W/ 1 "C" INSERT ALUM. ALLOY 6063 -TS H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7' I -BEAM. NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. 00 NOT CUT FLANGES AT END COLUMNS. 0.075 I" TYP. E MAG POST ALUM. ALLOY 6063.76 =3"SQ.xl=0.188" =3"8Q.xl=0.250" =3"SQ.xt=0.313" =4"SQ.xt=0.188" =4"SQ.xl=0.250" SQ. STEEL POST ASTM A500 GRADE B 04 o i 2 LLI m � U � t LLt > a ¢z� oL6 4a in 4>. co cl rn Ess' i YL S 5885 t OF CALF 06-23-16 DURALUM IAPMO 0195 =APPMAL K"S'" WRl Wt � lti0"'1lM 4 STELJD34 *wt DATE 0623-16 DPAWHSY AT C cxw Gu HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 2 a SOSHEETS e J. 2 04 O r r co L6 LUMm b� 0 1_1A _mow w j — Q z� ;- InU)t6 o U) o rn v w �FfSSIQ� S5885 OF cj&% 06-23-16 DURALUM IAPMO 0195 MU MPWIAL wa wt a�a /SIEUDB1 WWII DATE 062116 MAN BY AT cKo" GN EXISTING EAVE CONNECTION DETAILS SH -8 ODFYJ9EET5 0 A; A e C o O HANGER CHANNELS AND MOUNTING BRACKETS 1•�� SEE TASLE3 HEEETFASTENER8�30D' '4 ` ALUM. 3004•H38 •� g� 11 — Al 90' - 02= -FASTENERS _ t__ 0.04" DIA. SEE SHEET 4 m o c eV n .583• 2.740' SEE TABLE 3, SHEET 4 T=,060' TYP, T=.060' e m FASTENERS' ROOFpAHEL ,� (v.TIEREa RS)) rr SHEET8 SEE TABLE 3 060. Z 3' ALUM.ALLOY ��Zd FASTENERS, ALUMALLOY FASTENERS, 1 75' SEE SHEET 4 6083-76 1.880' SEE TABLE 3, SHEET 4 e AL 6063 LT8 Y ALUMIALLOY L3 T6 8063-T6 OROLL FORMED O EXTRUDED HANGER / CONNECTION - © I.R. HANGER "H" BRACKET HANGER NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3) Y2"0 LAG SCREWS 1 112' 100 LL =(2)014 SMS EA SIDE 200,250,305 LL -(3)#14 SMS EA SIDE BEAM SPLICE TO #14 SDS, 400,50# LL=(4)814 SMS EA SIDE OCCUR DIRECTLY OVER 518"0 PLASTIC 3 PER SIDE I POST. NOT PERMITTED PLUG INHERE -- — SIDE EWS i C� 2 -POST UNITS OR 1 112" 1 SCREW IS INSIDE PER I 2' x 8 112 OR _ S" 914 SMS MAY BE USE AS D 5' MIN. 3' x 8' ALUM. 3. ALTERNATE TO 2 RAFTER 3.5' 114'0 BOLTS e k8" ALUM. _ — 3!4' OR 1 1/2— — — 5" 8' BEAM 1. HEADER u -BRACKET 0 OR 0 EXISTING WOOD STUD FRAMING SEE NOTES s 2 3"X8" ALUM. (E) STUCCO BELOW 81/2' SIDEPLATE EA (E) STUCCO RAFTER 2 EACH 1/4'0 x 3.112• LAG SCREWS LLa10 pst SIDE SEE POST SCHED. PENEFPA11OH BRACKET i E�acrH+s/�8 Bx iia-I�Ao scams LLQ=ao'eRdaso ps1 °et #14 SMS EA SIDE (2' MIN. PENETRATION INTO EXISTING 0D STUD) TOP ANBOIE-ITGIi)�T J3's0. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE A-000 o THREADED PORTION OF SHANK COMPLETE NOTE USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 PENETRATION INTO EXISTING CORNER STUD. EXCEEDSEXISTINGSTUO SPACING. SEETABLE 3SHEET8. HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 8 i IWOR21ATTICE #8 S.M.S. ALTERNATE 112' DOUBLE RAFTER. 08 8.M3. EACH SIDE EXISnNG ALUMINUM MEMBER WITH BOLTCONNECTt PLAN LATTICE II/2'.OR2SHEAT111110 WOOD FILL OR DBL. 3'x8'x0A42 BEAM ALTERNATE: NOMINAL LEDGER OR DBL. 2'x6.5'x1L032'/0.042' 4314 S M.S. EACH (NEW OR EXISTING) BEAN . CONNECT. (CTOT.) \ SEE NOTE, DETAIL B, SHEETS 7k8 5' OR 3'k8" RAFTER - SEE TABLE 3, EXISnNG P STUCCO OR EQUAL 2S ME. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL 0 ACCESS HOLES INSTALL 6 — #14 X V 3' SO, POST LONG SDS E EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO O COLUMN DETAIL cn cli N to uj W � M ai �vrn 0 xx r �w LL1 � Q > C" CD m 55 O u3 N � M C6 K S 5885 OF CAIS 06-23-16 DURALUM IAPMO 0195 AR, AFPWIAL K£V15TOIS wol tot uwxot I S1ajot MINE DATE [47.F18 ORAW:IIIT AT CK*Mo Gu HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9OF SOSHMS f p RNATE* ltr BOLT T t 1. 4s Sr ALTERNATE &ALTERNATE' (2)-#14 S.M.S. EACH RAFTER 1, TO COLUMN CONNECTION • O ALTERNATE: (4 -TOTAL) ISIX NSERTALTTACHEDOR {2}2x8 5 -OR 3Y 3 STLPOST COLUMN (2)3k6 HEADER (2)- 10.6' OR (2)- 5 W HEADER FOR FREESTANDING 0- (2),IlrsmT1 ALTERNATE 1)2' BOLT OR 2k 6.5'SIDEPLATE 8 CON EC OR (2)-#14 S.M.S. EACH RAFTER DBL. RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. O5 SEE TABLE 3, EXISnNG P STUCCO OR EQUAL 2S ME. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL 0 ACCESS HOLES INSTALL 6 — #14 X V 3' SO, POST LONG SDS E EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO O COLUMN DETAIL cn cli N to uj W � M ai �vrn 0 xx r �w LL1 � Q > C" CD m 55 O u3 N � M C6 K S 5885 OF CAIS 06-23-16 DURALUM IAPMO 0195 AR, AFPWIAL K£V15TOIS wol tot uwxot I S1ajot MINE DATE [47.F18 ORAW:IIIT AT CK*Mo Gu HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9OF SOSHMS f p 04 + a 14K�j O �— N to u') 2 w cn C-) ' a ui .- (n c O w.. w >01 -� azo. O C',ci— L 7 K S5885 1 OF CALF r 06-23-16 DURALUM ' IAPMO 0195 AW APPROIAL M - . . r wqt MIT - eesoe+iw . 4 SIEL im s is -owl DATE 0&23.16 DRAt17TBT AT CHECKED Gu COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH' 10 100F30S1"TS ( K • COLUMN,/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS ir ' ; r •i. yw ' ` l,, s L`- • • I .I •h r`, .•.. r ' t•a -� ^1'�,t . � • y � • � _ _ - •, : r TABLE 2 •. - " "i -, ', •` 7-. . - , N. t+^ . ATTACHED AND' BRACKET 3'SO. POST • • " I �' �A - FREESTANDING STEEL POST ONLY: e USE POST TYPE 4 - -` vola}z1asMEAs1DEOFPOST - OR 1R' M.B. THROUGH POST ALUM.TBRACKET USE N R 1 , � ALTERNATE FTG. • � 4 F,G,H,I,JORK/TH - •- . T - - - POST- •� : • y,. i• _ s. - "' POST POST TYPE B.C.D.OR E. t' i t .... • - SOx;LE POSTS FOOTING SIZE EMBED. cum me so it OEEP •aee rro 16' ABISO. • . 12 ,,, ,... .. '- 3 t ._ 7. ` A o B - C - •^,^• ,� 't_rp, - ��- H .. - •J �, . - ... •' }! - i " - "0 STRO(Ki-BOLT 263 SEE TABtE 1 E• P O a i Iv,' ,. 1 , 04 + a 14K�j O �— N to u') 2 w cn C-) ' a ui .- (n c O w.. w >01 -� azo. O C',ci— L 7 K S5885 1 OF CALF r 06-23-16 DURALUM ' IAPMO 0195 AW APPROIAL M - . . r wqt MIT - eesoe+iw . 4 SIEL im s is -owl DATE 0&23.16 DRAt17TBT AT CHECKED Gu COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH' 10 100F30S1"TS ( K • COLUMN,/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS TABLE 1 : r TABLE 2 •. - r _ i ' , • ATTACHED ONLY ATTACHED AND' BRACKET 3'SO. POST • • " I �' FOOTING$ ANCHOR BOLTS - FREESTANDING STEEL POST ONLY: e USE POST TYPE 4 - -` vola}z1asMEAs1DEOFPOST - OR 1R' M.B. THROUGH POST ALUM.TBRACKET USE N � ALTERNATE FTG. • � 4 F,G,H,I,JORK/TH - •- . T - - - POST- •� : • y,. i• _ s. - "' POST POST TYPE B.C.D.OR E. t' i t .... • - SOx;LE POSTS FOOTING SIZE EMBED. cum me so it OEEP •aee rro 16' ABISO. • . 12 ,,, ,... .. .. S STEEL.'Y' BRACKET OR B' SO. sous . ... r in DEPTH tr.n•weEnP) 1?Nve tire• _ p• 71'SO. - `. i7 - - BASE PLATE USE KITH P057 TYPE B,C,D,E,F,O,FI,J OR K '; FOOTING OR R ` ' i " - "0 STRO(Ki-BOLT 263 SEE TABtE 1 17 MIN. EMBD. I - -�'-'�. .1B - .• E0. BRACKET TO SLAB.. 23•a2t•CUBED(q CT}trrm 3114•. 2a' 2S'SQ. - 20' .. '8147 MINIMUM DISTANCE TO • •�� I I' 23• 30• CUBED 3114• EDGE OF SLAB. _ • (2) 44two 26• _ 3r SO. 23' ' �' 3S SO. ,.2S 33'MINIMUM OISUWCE FROM ., _ { SLAB CRACKTOCOLUhI)1. - d 3t••3L•CVSED(2) (.}svo 4• W •• 3D' 3T SO. `28' (1%• MAIN. EmEOHEND i.. t•,• y Q � 3W-37CUBEDp) (t}vK1 t3A• 37 .03'50. 30• • A t y`• 1�l1 (1}1/ik11AB. ri ,l:-:."�� • S ' - SLAB SHALL 'BEIN •. + v POURED CONCRETE FOOTING SEE TABLES 39' 10446, 1' s{ '• Lu fRObtENO ••• O - 4T!-4rcuBED 3NY! t314• 0) 44 `•'34l . 47 -,SG. 50. 37 51.50. '31•. ., GOODC014DITI011 j m,- 'OF POST '' ;.,•�•• Z - ` NOME: BO1T861WLLBE 68rP301I B1RONG80LT 255. 3B• ' 6S SO... 3r - - L' - FOR SIZE _ _ _ _ POURED ' <(r � SO. gig { • _ - - 31re'IAIN. x SEEFOOIN.•O •. t } `` t C�-ESE3A•30)))i •• SOUARE,SEE FIG. CONCRETE ' • r: , 1448EAh15PAN TABLE, 111MY USE EITHER 6TEET T BRACKET OR SCHEDULE III BEAM - FOOTIL'O _ C! 64' SO. 41• • . :�. ,�f. EXISTING SLAB ,' ; ., CATTACHED l �POSTS TO CONK FOOTING, /LLTERLATE FREESTA1x)Nt BASE PLATE. 2)KWAESUSEOFAI.TERNATEFREMANU-4 ,. SPAN TABLES ' • , ar , sg so. ,t> 7 7 COVERS ONLY; '' 8 ATTACHED COVERS ONLY, BASE PLATE. OSOUNio FOOTING ED. ' • u,6E FOOTw7 W) trr6ue r ��`(3}3f4 I��f_.(�. -1:• 0 BOLTS. FOR POST TYPE F. G. H, I, J 8 K_ �� WOR4'SO. 4 INSERT IV, x0.188' ` ` a - GRADEB, t� • f ,I .i^' ..e, _4: T i' .. , . .STEEL T.O.C. , (4} SS316 314'0 STRONG -BOLT 2 SS 6 r STEEL PER ICC -ES ESR -3037 3 '.t L -iR (4 3l4' EMBEDMENT DEPTH) a'•s ALUM. ALL6Y,""­ 3,00" OR , � _ 6063-T6 - 2.40" , r . a • z.4r r -� W [x s r t s• ' Q 7!16'0 HOLE , . INSERT TO .. ,. 1.375" FOR 318' MB ' S6• 2 FLANGES r BASE PLATE 3/t6, ' 0 ' 2 11W APART V 75" 0 ASTM A600 GRADE 8 1.125' 2.5' .� ` * . POST ' NSTALL - x 1 - x 5" HDG ; ,. .' WASHERPLATEATANCHORS 11:75• - INSERT T • o 7 BASE FLARES ... .; t ) , _ _ • 9.60" i ` i_ 157 TM ,. TO 3'1MDE EA SIDE OF FLANGES r •. 9 SO. X 5!6" THK - -' 1.5 .0 " TYP, SE FOR 3 114' 1.75• .• FOR 3- POST, �} / THK BASE PLATE (ASTM A500 GRADE B STEEL) • .090 INSTALL i� x %, x- HDG STEEL POSTS 4• WIDE FOR 4' POST 5.50' < 1 6 t Y WASHER PLATE AT ANCHORS I rk 1-7116.0 HOLE FOR t30 MPH k =' ' 2- 5!16'0 HOLES 8 23/8' HOLES r - NOTE: CONCRETE SLAB ANCHORS SHALL BE • • S ,f TYP. EA. SIDE 'r iWELDED STEEL BASE PLAT � E - I U OWAETER SIMPSON STRONG -BOLT 2 SS NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. - a S (ICC -ES ESR3037) ALTERNATE FREESTANDING ?)ALUM "f" BRACKET__O% STEEL •'T' BRACKET --' OD BASE PLATE ANCHOR • ` 04 + a 14K�j O �— N to u') 2 w cn C-) ' a ui .- (n c O w.. w >01 -� azo. O C',ci— L 7 K S5885 1 OF CALF r 06-23-16 DURALUM ' IAPMO 0195 AW APPROIAL M - . . r wqt MIT - eesoe+iw . 4 SIEL im s is -owl DATE 0&23.16 DRAt17TBT AT CHECKED Gu COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH' 10 100F30S1"TS ( K I , 13 w e c O0 E F 0 M • I o LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS /BEAM SPLICE TO W OCCUR DIRECTLY OVER 5/8- 0 PLASTIC ' tPOST. NOT PERMITTED PLUG WHERE 6 SCREWS k ® 2 -POST UMTS SCREW IS INSIDE E S I .5' 814 SMS MAY BEpSEAS 3.5'35" ALTERNATE TO 1/4'0 BOLTS 3.5' 3.5' 8' BEAM 6' NOTE: 1.MIMM.UMNUMBER OFRMREOTYPE 000tUAWS AS SHOWN ON SHEET 7. SEE SH EET 7 FOR POST TYPES. RI INSULATI 1 TERLOCKI W .5' OR SEE , SEE NOTES BELOW B VY SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP. MID HEIGHT AND BOTTOM. 3'SQ. POST BETWEEN SIDE PLATES POST SCHEDULE - 1a3' SO. x.032"+ (2)-2' x 6 112"x 0.032" 3' 80. x .032' + (2)-2' It 6112' x 0.042" W/ (6}814 S.M.S. EACH SIDE. 2❑ W) (8)814 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROOF PLAN FASTENERS, 614 SNS a 32• QC. IT 4 4 NUL PER EACH JOINT . QO 1114 SNS a 32' aG NAX. 0W IRPU.-FOibfED C4 KIN. PER PANEL WTERLOOO, L-FQRkED , PANEL ALUNWUH SXWS IRP TOP L EOTT. 0.024- 4 1 � 20 ROLL -FORMED PANEL INSULATED ROOF PANEL ('J ROOFHANGER INTERLOCKING SEAM INTERLOCKING JOINT P 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH la- EXP. B EXP. C EXP. B EXP. EXP. B EXP. 5' 2 2 2 3 3 3 8' 2 3 3 3 3 4 7' 2 3 3 1 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 8 12' 4 5 5 6 5 7 13' 4 5 5 6 8 7 �i 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 14PH 130 MPH EXP. BI EXP, C EXP. B EXP. EXP. III EXP. 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 4 4 5 5 6 w 4. 4 5 5 5 5 1 4 61 5 1 7 6' NOTE: 1.MIMM.UMNUMBER OFRMREOTYPE 000tUAWS AS SHOWN ON SHEET 7. SEE SH EET 7 FOR POST TYPES. RI INSULATI 1 TERLOCKI W .5' OR SEE , SEE NOTES BELOW B VY SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP. MID HEIGHT AND BOTTOM. 3'SQ. POST BETWEEN SIDE PLATES POST SCHEDULE - 1a3' SO. x.032"+ (2)-2' x 6 112"x 0.032" 3' 80. x .032' + (2)-2' It 6112' x 0.042" W/ (6}814 S.M.S. EACH SIDE. 2❑ W) (8)814 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROOF PLAN FASTENERS, 614 SNS a 32• QC. IT 4 4 NUL PER EACH JOINT . QO 1114 SNS a 32' aG NAX. 0W IRPU.-FOibfED C4 KIN. PER PANEL WTERLOOO, L-FQRkED , PANEL ALUNWUH SXWS IRP TOP L EOTT. 0.024- 4 1 � 20 ROLL -FORMED PANEL INSULATED ROOF PANEL ('J ROOFHANGER INTERLOCKING SEAM INTERLOCKING JOINT P o�� CD M iw— al rn O _ALU Li- LL > — Qz ,an M co Iti O O (nto �IFESSIar,. YL S5885 t OF CAL% 06-23-16 DURALUM IAPMO 0195 NUM"014. RiVLS,Ol1S •4"1 we Q>DOJIM BTei Mgt $&loll DATE o&nI6 C W 'A BY AT CKOW Gfl LATERAL FORCE RESISTING SYSTEM ! MIN. NUMBER OF REQJCOLUMNS ESHul-1 30S,cS A 8 C O- o E F BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION SPLICE DETAILS 11 BEAM TO POST DETAILS 1: 1 SIMPLE SPLICE FULL MOMENT s 24: Ill 1• 1. . 11 1 w all (�01os.LLs.®EJi , r Y, s e N 1 AILS BEAM {TOO�POST DETAILS . 1 1 -OP710NAL DECO... PASM 1 0 1f09AlJi. VALLEY,TYP. It (12al 4T T7CSAL5. EAQI SIDE OF {67D7 EYP-TIiICANESS�35 (24TOTS fill — _ — _ - _ PO6T(6 TOTALT ems, TYP. THICKNIirS,S=.03S SMOF T WSOL POST rwA�asl4EJl a 2 ALUM. ALLOY 3004.138ALUM. ALLOY 30044M - + OR 6083-T6 FOR EXTRUDED OR 6063-75 FOR EXTRUDED --==_ Air NOTE: NOTE USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR r T O ( 1 I IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH FBEAM fUU4GEr SO.POST SPLICES - ROLLFORMED & EXTRUDED FASCIAS FBEAMALWLOYJALASNEEDEOTOCLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. ASINGLE 12'SIMPLE GSPUCE (ONE SIDE OF WEB) MAYBE USED. (606146) ALTERNATE I I O. P S CON ECTT BEB 3--- STL CBEAM THRLLBOLTS ® 4' "EA% TOTAL= (6)If2'1B BOLTS SO. POST AND (3) - 6A' O THRU BOLTS " 0! POS (('6 K) CH60E QF3r @ T I -SEA" �� ALTERMTE• M'D BOLT W A:ASWR ' - 1 - EA 6IDE OF r S4 POST O 0 nTER FASOA ,1 F_3w Y SO. POSTi VAO BEAM Wt"YAE4OOLLR° ° H - BRACKET TO POST 14 - RAFTER "TAIL" TO GUTTER 15 NOTE: THIS DETAIL IS LIMITED TO 10, 20 &_ 30 psl 4 ALU}T60Y W x 8" x.042' BEAM, ROOF LIVE AND SNO`N LOADS )5• 1" 3" SO. STEEL OR , 4" 1 -BEAM 3' Q• MAG BEAM. MOMENT CSPUCE - NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) MAYBE USED. 1 'L" FASTENERS V-0' 4 - #14 SDS 2'-0', 6 4_14 SOS .3'-0' 12-#14SDS FASTENER SPACING - 314' FASTENER TO FASCIA -SEE TABL£ FASTENER TO RAFTER TAILS -SEE TABLE OPTIONAL LATTICE TUBES 4 2 04 _ O 0) — wCD L0 0) V) U ct O p X u- __� a WQzLc) 4 coo co O _U) CD 0) Esstotiy L� S 5885 of CAO 06.23.16 DURALUM IAPMO 0195 AW IPPRO/AL REVLSIONS .� ovr 4xwom. 4STELJOB6 WWI DATE oaala OR vmsY At CHEOMO Gy BEAM TO POST 8L LATTICE TUBE TO RAFTER CONNECTION DETAILS SH -12 $20F10 SIMS O O O AT OVERHANG 6114 x 12' S.M.B. TO#ALUM. a (6}#14 SOS Q EA. SIDE a BOTT, (2}TD TOP & BOTT. TOT. 24 SPACE 1'ArtRE «anS 4. ROOF PANELGROUPERB 1- o p O ' ROUFORLtE00R ' - -ORRUOEOGURERRACKETx 3' X 3' ALUM. OR 014 s.m.s. 012'o.C.ALURALLOY 16 1 STEEL POST FASCA 6 W53 -To 612k2Y024L'SEETABLE 7° I -BEAM - RAFTER M.OMENTC-SPLICE 1 VI SQ: OR 2" LATTICE TUBE 1 2"X3" LATTICE TUBE LATTICE TUBE TO RAFTER 1fi "U" BRACKET - RAFTER TO BEAM 17 3.125- FOR 3 x RAFTER 2.125 FOR 2 x RAFTER ALUM. ALLOY 3105-H251 lar SO., 2• SO., OR 2'Y3' LATTICE „ - ALUM. ALLOY 3105-H25 48 x 2'SM8, 212' @ r O.C- MIN. 1 1n• t = .040" ®5063-T6 T 1.50" 1.60" OR 317, TYP. UP TO WO.C. MAX. _ — �` �L (6) - 014x V4' TEK SCREWS i1 {/2' MIN. -018„ " BRACT TO RAFTER KE a L/—RAFTER O Q a (6)-014xYr TEKSCREWS 2.7 BRACKET TO BEAM 2 04 _ O 0) — wCD L0 0) V) U ct O p X u- __� a WQzLc) 4 coo co O _U) CD 0) Esstotiy L� S 5885 of CAO 06.23.16 DURALUM IAPMO 0195 AW IPPRO/AL REVLSIONS .� ovr 4xwom. 4STELJOB6 WWI DATE oaala OR vmsY At CHEOMO Gy BEAM TO POST 8L LATTICE TUBE TO RAFTER CONNECTION DETAILS SH -12 $20F10 SIMS e r u HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS -t -TRIBUTARY-WIDTH-TABLE„ PROJECTIONS CLEAR SPAN NP - NOT PERMITTED.- SITE SPECIFIC ENGINEERING REQUIRED D ! ©� T F NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (IV-V MAX SPAN) 2' FAN BEAM FAN BEAM a HEADER z[OOR G FAN AND/ T-.075 2 1 2- 2 /2' 2 1 f T FIXTURE TYP. . 30 lbs.) #14 z 3 112' S.D.S. SCREW 812 S.D.S. SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL 2 C4 _ - CLEAR SPAN (FT.) 2 FAA CL, co O O.H. 8 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 0 3 4 4' 5 5 6 6 7 7 8 8 9 9 10 t0 11 1' 4 5 5 6 6 7 7 6 6 9 9 10 10' 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 /0 1t 11 12 12 NP 31 - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP 4• - - - 9 9 10 10 11 11 12 12 NP NP NP NP flNP 5. _ _ _ _ _ it 11 12 12 NP NP NP NP NP NPE NP - NOT PERMITTED.- SITE SPECIFIC ENGINEERING REQUIRED D ! ©� T F NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (IV-V MAX SPAN) 2' FAN BEAM FAN BEAM a HEADER z[OOR G FAN AND/ T-.075 2 1 2- 2 /2' 2 1 f T FIXTURE TYP. . 30 lbs.) #14 z 3 112' S.D.S. SCREW 812 S.D.S. SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL 2 C4 _ C, 2 wrnM co O LL > — 0 Z M (n U-; CD (A) O r M EWSSI S 5885 T� t OF �L1F 06-23-16 DURALUM IAPMO 0195 NU AMVIAL REMMIS 1W1t wE niovow l9IEL jo 15-M DATE OfrillE WAM tM AT acD wI HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH -13 130f 50 SM S 2 �C*4 o 2 �Nm SSC 0 - w w>— Qzl o� m�co 6 O (n O N �`essui K S5885 OF 06-23-16 DURALUM IAPMO 0195 auuaawu at�ssTors /618 J081 wan DATE Mms NWNIIBY AT BEAM TYPES FOR ATTACHED 81 FREESTANDING SOLID COVERS SH - 14 110E sOHffiB i W rn M U)U O X uj - s a w QzC) M U) U) O N cn ESSf S 5885 t OF CAO 06-23-16 DURALUM IAPM0 0195 Aruuvaa�u r+£wSpns V." WE QYtPIM � sta JDB � {61071 d1TE O&nls OBAM BY AT cK*" OY SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -15 uasosl�Ts 2 O O - co uj 04 <v rn c U O W > - Q Z [U5 M fn t[7 o cm ci K S5885 1 OF (AL1 06-23-16 DURALUM IAPMO 0195 ANI MPROYAl REvooNs .•w an o,.tav�w t aTEI Ioa r to-ttm GATE OG3Y1a 67RM1 eY AT SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH Es H-16 160E SO9 IS a 4 t e • C 0 E F 6 N 1 1 ATTACHED & FREESTANDING SOLID COVERS -10 PSF LiVE LOAD -110,120,130 MPH - EXP. B & C 7'I -REAM G W/ 1 'C' INSERTH 7'1 -BEAM WI (2)'C"INSERTSI DBL. 2'x6.5 -x0.042" J DBL. 2')8.5"x0.032" OR K 3'X8`)0.042" BEAM " ATTACNEDSOLID FREESTANDINGSOUD ATTACHEDSOLID FREESTAND&GSOLID A)7ACHED SOU,(L EREESTANDINGSOLIQ AT.TACHEO.SOUD -FREESTANDING SOLID- •� = Q. fAAXtOI. SPACING Off SLAB (n. �) r MAXPOST FTG. MIN. SPACING ON.) POST (SPA!!) (I) TYPE MAKPOST FTO. MIN. MAXPOST FTG. SPACING Of).) POST SPACING (111.) (SPAM (1) TYPE (SPAN) (1) MIN. POST TYPE MAXPOST FTG. MIN. SPACING (IN.) POST (SPAN) (I) TYPE MAX.POsT FTG SPACN2G ON.) (SPAN) (/) MIN. POST TYPE MAX.POST FTO. SPACING ON.) (SPAR) (1) Mtt/, POST TYPE MAXPOST MAX.POST FTG MIN, MAXPOST MAXPOST fTG. SPACING SPACING ON.) POST SPACING SPACING ON. FOR 081. FOR311r FOR DBL. FOR 318' nsa1B. • BEAM (1) TYPE Zia BEAM (1)) MIM. POST TYPE $ m $' : O r1' 13.-7. 5' 26'-9'6 8' 228 E 24'• Y3 8. 32 a H 29'-6"��� 227 2s' 335 H I 16'•0 6 0. 22 B 16'.5 3" 230 G 13-2r-7' 13'-8' 10� 121 B 13'-27 5' 13'-82 7' 228 G 5 4.. I--24'-7- 8, 25'- 25 3, 227 E 23'• 2Y 4' 333 G H 27 7'- • 228 E W -31-- 334 G H 14'714'-7' 22313 14'- 4••0. 229 G IV 1" 8' 12-81' 0• 121 B 12- 1 2' 12 61 �• 228 G 8, g$.. 7, 24'- 24'•0' 228 E 2f'- 21'-3` 333 G H 28-28'-4" 29 E 24' 23'.q' 334 �"I 13'•8 3'•6' 223 C 13'-63 0� 2 (� 17••20 8" 11'-7•-f0' 222 B 11'-14 4" 11'-;0' 8' 227 G 7' 1 ...I N ILL 8' 6" 8' 3'•0' 3'-0' 28 29 E d-1 ' 3 9 2 H 25'-3' 25'-3• 27 30 E 3'•0' 33 33 H 12.8' 12-8` 2 24 C Ir -8' Y-2 28 28 G 1d-8' d-0' d -f0' td -2' 20 22 B 1d- ' 9-9• 10'-1 ' d-0' 27 27 G 8' 7'-7 • 9' 2r-1'7.1' 230 E 2d-19-7' 333 H 24 24'-3` 231 E 22'- 41'•7' 334 H I 1 r 0"Y 0 224 C 1Y-0` $» 2� G 1 8 4' 10'- 8. 2 C B 9-i 9.2» t0 29,_4. 227 G 9 6'-9.' 10, 21'-4`1 4, 231 E 19'•18'-10 33 H 23'- 23 6" 232 E 21'-2d.e» 334 11'-411'-4' 25 Ci 17'- a -t0. G 9' qr-0� ,d 2g-2� 223 Ci 9 4 W.S. 8 8,_e - 227 G 10' 1 a O 6'-2" 11, 2d-8' 8' 281 E 18'-98' 3` 34 I 22'9*27 9' 232 E 20- 2W.2_ 335 ld-td-10' 25 E id -10 4� G 9 OB 7� 8 48 4" 223 C 9 08 4. 8'-4 _8. 228 'ems 5$" 12' 20=1"d 1� 232 E 18'- ' 9� 335 I 2Y 22.1. 233 E 20• 9'-7. 335 IV4-4 2G E Id -40.0 30 G 8 78 2� 7' 8" 8" 223 C 8-78 0• T-8- 1" 228 G 12' I T S Q. C MAKCOL.. SPACING ON SLAB (2).(3) a �$ ATTACH£O SOLID FREESTANDING SOLro ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANONG SOLIO TACNED SOLID FREESTANDING SOLID (jo m MAl1.P no FTG. SPACRN3 NJ. ( ) (SPAN) (I) MIN. P09T TYPE VAX POST FTG. AIIIL MAXPOST fi0. SPACIlJO Off.) POST SPACING (in.) (SPAN) (1) TYPE (SPAII) (1) MIN. POST TYPE MAX POST FTG, MNI. MAXPOST FTG. SPACIPIG (111.) POST SPACING ON.) (SPAN) (1) TYPE (SPA[) (1) MIN. POST TYPE MAXPOST FT0. SPACNJG ON.) (SPAtq (1) MIN, POST TYPE MAXPOST KW.POST FFG. MRI. MAKPOST IMXPOST F7(i. FORCDBIL FOR 31B' (IN) POST SPACING OA DBL. FOR 318' Ott') nes.04ar BEAM (l) TYPE FORD BEAM (1) MRI. POST TYPE G O 04 13-T' 5' �'� 6' 24 28 E 24'-4' 23'-1` 38 H I 29'6' 29-x 2 29 E 28'-1 26'-4' 35 3B ) K 16'-0' 14'-10 20 22 g 16'•0' 4'-7` 30 31 G t3' -x r-7' 13'-8' i'-8' 20 21 B 13'•2' 1r-3" 13'-8' 1'•6" 20 30 G 5, I VA" IT 6 25'- 4'-10' 2 E 23'•0` 335 H 1 27'- 2T•6' 230 E 25 33'.0 38 H K 14' 713'-8' 223 B 14'-73 4. 291 G 17- 1' b. 17.60 8. 222 8 1r• 11'-2'r12 28- G 8 g-8" 7' 24'-0`3 8' 280 E 21'• 2d-8 334 H ) 26'•1» 231 E 2A' 2O 7 8' 35 34 H 1 IT.817-8` 223 Ci 13'-87-4' 230 G 11'•20 e* 11'.7" 21 223 B 11'-10' 4. 228 G 7, ( I .J 8 8' 23'•177 8' 31 EK!��34 '' 25'- 25'•0' 232 E 3' o• 335 H I 17 81'-10 224 Ci 17-8; 7' 230 G 'V-6* 0' Id 19 3" 223 B 1d- 8 9' 228 G v LL 7,4" 27.1"1 lr 232 E H 24'- 24'•0. 293 E 27 21'-0' 335 H I 1Y �1' Y 24 C Jr.0'1'-0" 229 (� 1 g q• 10' g_g• 2 C23 B ' 1 9.7 7 288 G 9. aU O 8'-9 10' 21'-4" 28 32 E H I 23'•6' 23'•2• 29 33 E 21'-4' 2d -x 35 34 ( 11'-4" 10'-e' 22 25 C 11'-4' d-4' 29 G 9'•4" 9-0' 9'-2• 8'-4` 22 24 C 8 9'•4' 8'-9' 9'•2' 7'-9' 28 8 G 10' 8'-2..11, 20 8'0 4' 233 E E 22 27 8• 34 E 2d Ig -7' 355 I J 0 10'.2' 2b E id -1 _t0' G W.O.C 8 4. 8 47.1. 2� 8'-7 G i 1' r 5' 8" 12' 20'- ",_1d 334 E 18'. 17-3' 334 I 2721'-1d 335 E 2d -1'g 1' 335 J 10.48-1T 2 E id -4926 -6' 30 G 8t 8' 7 AT- C 8' 78 0" T 8g 7' 230 G 12' t AT FACHEO SOL10 FREESTANDIHO SOLID ATTACHED SOLID FREESTANDING SOLID AT7ACNED SOLIO FREESTANDING SOLID ATTACHED SOUP FREESTANDING SOLID } COL 3➢ACIfJCi SUB (H. (» MAXPOST FTG. SPAGNO ON.) (SPAN) (p I'Mal"i TYPE MAXPOST FTO. MIN. MAXPOST FTG. SPAClNO ON.) POST SPACING ONa (SPAN) (1) TYPE (SPAN) (t) MNt. POST TYPE MAXPOST FTG. MIN. MAXPOOST FTG. SPACING ON) POST SPACNIG OIL) (SPAN) (t) TYPE (SPAR) (1) MIN. POST TYPE MAXPOST FTG. MIN. SPACING ON.) POST (SPMA (1) TYPE MAXPOST MAXPOST fTO. MIN. MAKPOST MAXPOST FTG,ON FOR GBL. fOft n Of I') POST FOR 08L FOR 318' ON.) nasloApi• BEAM (1) TYPE 71x.4,0. BEAM (1) POST TYPE m Sy O 13'-7" 5' 26. 2S -g• 229 E 24'• 22-4' 37 I K 2d- 2W-6 ' 230 E 26'•24 8" 338 K 16'.0'3' 8' 224 B 15' 73'-4' 332 G 13'-2"7-7' 13 70'-9" 22 B 13'-22 3" 13'•00-7' 229 G 5 r-' 11'-4" 8, 25'-34'-3' 230 E 2r -r ' 337 1 K 27'-8• 9` 231 E 24'- 23'-3' 387 I K 14' 712 7' 24 B 14'-;Z 3" 332 G tY-1'1 8' 12-0" 10' 223 B 1r 11 x 1'-1 g 8' 228 G 8, 9$„ �, 24'•0.3-1' 231 E 21'-8' 2d-1` 34 38 H K 28'-4' 2b'-8' 29 32 E 23'-8' 2Y-1" 35 37 1 K 13'-8' 71'•8' 23 25 C ITT 1' 4" 30 31 G 11'-x 0 8' Il* 1" 9 2` 23 B i1=x 1d-4' 11'-1' 9.0' 27 27 G 7, ( ..1 8'-6- 8, 3'•a` -1' 232 E 20.7) _7 338 H I 25'-3'4' 4' 333 E 8. 1 337 I K 17 80.10 226 C 1Y- 0 8' 330 G 14-60 0. 1d- 8'-7 24 B 10'-5w-9' td- 8' 4' 227 G 8, I (� a O T-7" 9' 2r-1' ' 1-3 29 -W E 19'-9' 18'•6' 35 H ( 24'-3' 23'8' 30 34 E 21'-9' 20.4'LL 34 36 I K 12'-0' 10'-3' 24 C 11'-8" 0'-1' 29 30 G 10' 9-4' 9-9' 8'-1• 23 24 C 8 10' 9-Y 9'-8` -10' 27 27 G 9 6'JL 10, 21'-4"d 7' 3 34 E 19 17'-10 35 34 H I 23'-_6 7 8' 335 E 21'-19 8' 34 I J I1' -4'd 257 C 11' 18-7 30 G t) -4- 9 2' B' 225 C 8 48-4' 8.97 7� 2� G 10, 8'-2" 11, 20 8" 31 9 t0 35 E 18'-8' 34 1 22'-9' 3 17-3' 35 J 2r-0' 36 E 2d•4' 35 1 1d-1 25 19.1' 38 J 8-4' 7 E 1d-7 29 8'-2' 1 G 9'-0' 8'-4' 23 9'-0' 8=0' 28 8'-T =4' 25 C 8'-0' 6'-7" 28 G 11, 5,�» 12' 20 19 3' 335 E 18'•08'_8' 334 1 J 2Y �t'.s• 337 E 19'-1&'�- 365 J id -4g-0' 227 E td a'-9• 331 1iG a 7R_r T 8.'_tfr 23a C 8'-Y a• 7 4F Ir 2Sa G 12' 2 O O - co uj 04 <v rn c U O W > - Q Z [U5 M fn t[7 o cm ci K S5885 1 OF (AL1 06-23-16 DURALUM IAPMO 0195 ANI MPROYAl REvooNs .•w an o,.tav�w t aTEI Ioa r to-ttm GATE OG3Y1a 67RM1 eY AT SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH Es H-16 160E SO9 IS a 4 t o N Oqc'j (D LQr LLJ � a) M m M U O W > — Q Z «M In ' N C/) M 01 �6ssrq� S588 Of (ql\f 06-23-16 DURALUM IAPMO 0195 �,.rvAo„a CAR s Wo -Wo. 4WELJWI WWI ate osas+e ORMSY AT OECKO GY SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 110 Sf 9 2 I CD 2 W m c" Uci� O c Zz c)(1) N EMS' c S5885 OF {A%.% 06-23-16 DURALUM IAPM0 0195 vu mpgo Al RRt.90NS %VK WE OCSW'ip � STa70S / 161011 OATS mnla D"%,A SY AT qE0KE0 GU LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH - 34 Q N O W M c U -N6p O LU MQc Cn O W p N � M CA S5885 OF CAIS 06-23-16 , DURALUM IAPMO 0195 uuwvxwu , oEMM 1W11 WE QSO®101 1576!09/ 16101{ DATE 0623-10 DRUM BY AT cwomn Gy LATTICE COVERS ATTACHED & FREESTANDING, BEANS SPANS, 10 PSF L.L. 110-130 MPH SH -35 550F50S1Ct7S I H e t I , ATTACHED & FREESTANDING LATTICE COVERS 10 PSF E F 6 1 DBL. 3"WX0.042" BEAM c p W/ DBL. 12 GA. STL: INSERT MAX:COC s A7TACHfO FREESTANDING 9 - SPACING S MAXPOST FTG, MIN, .. FM MIN. rj Q. - -� GN SEAR - SPACING (SPAN) ON.) POST TYPE SPACING (SPAII) T . m� M. (3) (1) (1) 13-T' S' 3Z D" 19 E 3r -o• H 5' O 3r-0' 21 31'-2* 38 K r 11.11" g,2' 19 9'-2" 33 H s, 29-Y 22 28'•6• 36 I 9.9" 7' 2T-1" 20 E T-1' 3 H 7 , " 1 271" 22 '4' 35 1 s ..I 8'-6"8' 25'-3" 20 " 25'- ' 8' 25'-3 23 24-9 34.H 7'-7" 9' T-1 21 H e t NCD r CD O t c,4 CD to h rn M D U O a Wj — �l`. M fn 6 C3 (n o to N � CA rn ESS1d, K S 5885 1 OJ: C{slE 06-23-16 DURALUM IAPMO 0195 ANI MPRWAL REVISIONS k" M.t ukso ,w /STFL,OB. �>aul WE m2W 6tAU`I BY AT tHEC�p GU LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH -36 T50F505METS I , ATTACHED & FREESTANDING LATTICE COVERS NCD r CD O t c,4 CD to h rn M D U O a Wj — �l`. M fn 6 C3 (n o to N � CA rn ESS1d, K S 5885 1 OJ: C{slE 06-23-16 DURALUM IAPMO 0195 ANI MPRWAL REVISIONS k" M.t ukso ,w /STFL,OB. �>aul WE m2W 6tAU`I BY AT tHEC�p GU LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH -36 T50F505METS ATTACHED & FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD -110,120,130 MPH - EXP. B & C DBL. 3"WX0.042" BEAM c p W/ DBL. 12 GA. STL: INSERT MAX:COC s A7TACHfO FREESTANDING SPACING S MAXPOST FTG, MIN, MAXPoST FM MIN. rj Q. - -� GN SEAR - SPACING (SPAN) ON.) POST TYPE SPACING (SPAII) (IN.) POST TYPE m� M. (3) (1) (1) 13-T' S' 3Z D" 19 E 3r -o• H 5' O 3r-0' 21 31'-2* 38 K r 11.11" g,2' 19 9'-2" 33 H s, 29-Y 22 28'•6• 36 I 9.9" 7' 2T-1" 20 E T-1' 3 H 7 , " 1 271" 22 '4' 35 1 ..I 8'-6"8' 25'-3" 20 E 25'- ' 8' 25'-3 23 24-9 34.H 7'-7" 9' T-1 21 E 3'-1 ' 35 1 9. LL -1 23 3'-3' 34 H s' -1o" 10' -8" . 224 E r -a? 1 1o' a -1" 35 6'-2" ' 11' 1'-8' 21 E 1'-8' as j ;O zr-8- 24 11-1_ 35 12, 8 E 0 B• K 12, 8• 25 Y J f; �= ATTACHED FREESTAHWIG _ .:3: . SMP CU 6 SS 11 MAX.POST FTG. MIN. MAXPOST FT0. 1/.11. ON STAB m� SPACING (R1.) POST SPACIINi (RI.) POS m$� (SPAN) (1) TYPE (SPAN) (1) TYPE 37•0' 20 E 3r•0- 36 K 5' • O 3r•0' 23 3" 38 N •2" 20•2' E 35 1 b' r 29-r 23 27'-8" 7 K 1 9.-9" 7' 27'-1" 2t E 7'-1• 35 1 7 , 27•.1• Y4 5'.8• 7 K `'.1 8'S" 8, 25'-3' 21 E 25'_ H 8' 25'-3 25 24'•0 38 K 7'-7" 9' 3'-1 223-1 E ' 35 I 9, LL_ T3,-, 0 25 -0" 35 22'10' .e n6 E $ 335 1 10' r.8. t. 8'-2" 11' t'-8" 22 E 1'•8" I 11 ' O r-8- 26 1'-1" 35 E r 5'-8- 12 8" 23 E 9' 36 K 12' o• -a- 29 o -r 3s I ATTACHED FREESTANDING AIAXCOL SPACL40 G MAXPOSi FTG 6111. MAXPOST FTG. MRL Q. ON SIAS r5 SPACING (RL) POST SPACING (K) POS ,F m.(3) (SPAN) (1) TYPE (SPA)1) (i) TYPE 13'-7" 5' 3r -o" 21 E 3r•o• 38 K b' i O 32'-0• 24 29.4" 40 M29- 6'-r E 339 K s' 25 '-10 1„ 9 9" T T-1` 22 E 2T-1" 36 K 7' 2r -r 2s a'-10 38 8'-6" 8' 25'-3' 23 E 36 J 8' ...1 25'-3 26 23'-3' 37 K ' 7'-7" 9' 3'-1 ' 23 E T-1 35 1 91 4 LL 3'-1 26 r -o" 37 K U) 8' 10. 10' g 227 E -g I 10' r-8' -1 39 K 11' 1'-8' 24 E 1•-8' 38 1 11 , O 1'-8• 27 9'-10 3a K 5' 8" 1P' 8• 24 E -8' 36 J 12' 20-8• 28 9-1• 38 1 NCD r CD O t c,4 CD to h rn M D U O a Wj — �l`. M fn 6 C3 (n o to N � CA rn ESS1d, K S 5885 1 OJ: C{slE 06-23-16 DURALUM IAPMO 0195 ANI MPRWAL REVISIONS k" M.t ukso ,w /STFL,OB. �>aul WE m2W 6tAU`I BY AT tHEC�p GU LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SH -36 T50F505METS ill OI 0 4 o V ROOF SLOPE SHALL BE 1/4' 112' MIN. 3" OR 4 Y<" APPROVED STRUCTURAL SANDWICH PANEL, SEE NOTE BELOW HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF. BLDG. & RESIDENTIAL CODES, OPTIONAL DECORATIVE FASCIA TENER ( WOOD, ALUM. OR HARDBO D) PANEL TO HEADER BEAM• CONS`AS£ SHEET SEE SHEET 4 EXTRUDED 'IR3' GUTT CH PANELS 2'74 ALUM.ALLOY ry 6063-T6 —T-.06 0 - — -3:200' FOR APPROVED OR 4.450' 3'OR4A' INSUL. ROOF PA L ALL FASTENERS SEE NOTE BELO SEE TABLE SHEET 8 1 3" OR 4.25" HANGER CHANNEL FEE////i SHOWNSEE SHEET 8 1• 1 SHOWNBEAM 1 1 OPTIONAL NON-STRUCTURAL TABLE 1 MAX COLUMN SPACING ON SLAB (130 MPH, EXPOSURE C) TRI 13- WIDTH 10 PSF 20 PSF L.L. L.L. 5' 12'-8' 1a-0' 8' 19-5' 8'-9' r 9140' 8'-0' v r-10' r -w 91 r-( r -W to W-3' 8'-6' 11' 5'•8' 8'•0' 12' S'-3' 5'-W NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION. REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FSH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED o N o m U.Io)m v) O �wLL. w> - - Qz� i CI J K S 5885 OF C %.% 06-23-16 DURALUM IAPMO 0195 QUH "IFIL REVWOhS ILVf4 W[ 0{,tra.ID( 1 ri& AS! w10)1 DATE mWe mm" 8Y AT Gm ATTACHMENT DETAILS FORINSULATED STRUCTURAL SANDWICH PANELS SH - 47 QOF50Sr US C> O r W rn M' w j -- Q z ovjjo N M S 5865 OF CAS% 06-23-16 DURALUM IAPMO 0195 AW AFMIAl RIMY" wa alc nsor>a /8187095 161071 OA'm 067115 CPAM 91 AT Cal SPAN REDUCTION FACTOR SH — 49 roOF50%CM I 2 � O � r 2 pmt'? j V U) rn O w LL to > — Q Z � M (q r N Ci � K ��\�fESSlgtiy( �i S 5885 I OF CAL '06-23-16 DURALUM IAPMO 0195 OUAFP W& �vwors r•x a,T ouoriw t SSEC imp lawn DATE W2bti DFAM 6Y AT cmemo ON ADDITIONAL STATE LICENSURE STAMPS SH -50 500F50WETS