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HomeMy WebLinkAbout10179570_302 W. STEVENS - PlanKindig, Anh 302 W Stevens Ave Santa Ana, CA 92707 (714) 402 - 6648 PLOT PLAN Hausner Constructiory 1541 Parkway Loop Tustin, CA 92780 (800) 433 - 0704 +:-440-;429:-:tN€-4'2"•-···.-7"G-•77·T7,·7'• ·5 - 1 19¢ FLAT FAN PERMIT TYPE:() ELECT PLBG MECH GRADING 1 10 LATTI CE PERMIT#1 0\ rl E> 8 554 OCC. GROUP fES CONSTR. TYPF N8 CODE EDITION 20 FAbft SED r '*-/ i r. M FLOOD ZONE 1-1-N =tu, hitgROFILM YES N I I'l Ii) RA*IT BARRI@ RObR YES NO / RES]DE!AL(#EV. FEE ».-04 -2ET¢¢2==411 '-0SCHOOL Dik« EL YES -O- -=M r..f OUL 1 1 STDRY 41 SFD WG DivibION X AMMIP./ ..: 4 MASTER I.D. 2-0 13 -lool'*8%67 - 1 CAR I G.P. 1-2-Zone Cli GARABE PLANNER Au p DATef 14>DRIVE _ 1, -t-001 TRANSFERRED BY DATE FY#&,XMMI.tPLANNING ENSPECTION REQUIRED: ROUGH FINAL NONE 642\[2 9 9 ri4 .NAME (714) - RETAIN t·Ji.ANT f OR SUBJECT TO j f . 'T ,-1 BELOW: FUTURE REVISIONS. :HECKED AND CONDITIONS 68 11\! 1 C O NO 177 -·-NONS/MOD!FICATIONS C Al i , :.i'CH EXISTING 0 EC: .4 . O· SUE .·1 ;.h·.....:..FLANS CONDITiONJ:72»L rjl,rb obsbbl 01 92<·-b-15-2 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET INDEX :¢ SHEET #SHEET TITLE / DESCRIPTION b-, r -D T-1..........Tm.E SHEET/DESIGN LOADS 1 ..........GENERAL NOTES 2............BOUO PANEL STRUCTURES 3...........grEN LATTICE STRUCTURE@ 4.........,PANEL SPANS TRI-V & W-PANEL 5...........,PANEL SPANS FLAT PAN6............MINIMUM FASTENERS / FAN BEAM N 7,.........RAFTER SPANS -- 8...........,COLUMN / POST TYPES 9 ...........MANGER CHANNEL AND BRACKET ATTACHMENTS 10............COLUMN /POST GURFACE MOUNT AND FOOTING EMBEDMENT AILS 11...,......„BEAM TYPES 12...........,BEAM SPLICE DETAILS 13 ............BEAM TO POST ATTACHMENT 14 ............LATTICE CONNECTIONS 15 ............MINIMUM REQUIRED COLUMNS 18 &17......SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 10# LL 90 MPH 18 & 19....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 10# L.L 100 MPH 20 & 21.....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 10# L.L. 110 MPH 22 & 23.....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 20# LL 110 MPH 24 & 25....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 30# LL 110 MPH 26...........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 10 # L .L. 90 MPH 27.....01!ATTICE'POST SPACING TABLE ATTACHED AND FREESTANDING 10# L.L. 100 MPH 28..........,.LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 10# L.L. 110 MPH 29,...........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L. 110 MPH 30..........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 30# L.L. 110 MPH 31 ............SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L. 90-110 MPH 32...........SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L 90-110 MPH 33..........,.INSULATED ROOF PANEL CONNECTIONS "CALCULATIONS PREPARED BY A REGISTERED DESIGN PROFESSIONAL SHALL BE SUBMITTED TO THE 8UILDING OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL ADDRESS THE SNOW LOAD PROVISIONS OF IBC SECTION 1608, INCLUDING, BUT NOT LIMITED TO, RAIN-ON-SNOW SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT." DESIGN REQUIREMENTS : REOIDENnAL APPUCATIONS - CBC AND IBC CHAPTER 10, CBC & IBC APPENDIX CHAPTER I, CRC AND IRC APPENDIX CHAPTER H. ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT. COMMERCIAL WPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF. ADDrrIONAL DESIGN REQUIREMENTS - 1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf. 2. BASIC WIND SPEEDS: 90,100,110 MPH, EXPOSURES B AND C. 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: 11, 1.0. 4. SEISMIC BASE SHEAR: 17 POUNDS PER UNEAR FOOT PER WIDTH OFCOVER. 5. SEISMIC DESIGN PARAMETERS: IMPORTAN(* FACTOR: 1.0 SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFIC[ENTS: So= 1.50, S,. 0.6, S,,• 1.0, So,- 0.50 RESPONSE MODIFICATION FACTOR. R:1.25 6. EQUIVALENT LATERAL FORCE PROCEDURE. 7. DESIGN ASSUMPTIONS: A MINIMUM BULOING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20' 8. LEAST BUILDINGWIDTH OF MAIN STRUCURS: 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 IME PERTINENT SITE-SPECFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ICC-LISTED EVALUAnON REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMAnON FROM THIS EVALUATION REPORT: A Tin-E SHEET AND GENERAL NOTES. B. STRUCTURT CONFIGURATION (1.e.. SOLID OR LATTICE ROOF. FREESTANDING OR ATTACHED). C. BASED ON THEREQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL. SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTrrA FOOnNG SIZE (WHERE REQUIRED) BASED ON THE SHE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. DRAWN BY: E N. MPHO EFU 0196 DATE: 10,)1/2012 SCALE NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL SmUCTURAL ENOINEERNS RANCHOCUCAMONGA CA (961)741.2107 UVE LOAD - TITLE SHEET 10,20 & 30 pif DESIGN LOADS HORe WIND B 90.100&110 MPH PAnO COVER SYSTEM AS MFG. BY: OURNUM PRODUCTS. INC. 82-Al.MNE AVE. SACRAMENTO, CA 06820 911}452.7021 FAX 403-1610 *.08*'I-:SHEET T-1 - £ i - PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: --7GOVERNING CODES:r 1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CC©E. 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7.05-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL.ADM 145. J DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN. COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIAED. 3. EACH INSTALLATION SHALL BEAR AN IDENnFYING 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 00 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. S. 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 SPECIFICAnONS 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, NATUW., UNDISTURBED SOIL OR CERTIFIED FILL. 8. AN ATTACHED COVER 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 OF ZERO AND A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARI'ORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEP™ OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3,1 & 1005.3.2. DESIGN CONSIDEUT,ONS: 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER 10' PROJECTION. 13. MINIMUM SIZE OF EXISnNG ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, 8ECnON 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, AIDGES AND ESCARPMENTS AS DEFINED INASCE/SEI 7, SECTION 6.5.7.1. 18. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS OPEN STRUCTUREy AND 'PARnALLY ENCLOSED.0 RESPECTIVELY, IN ACCORDANCE WITH ASCE,SEI 7, SECTION 6.5.13. 17. ™E RAnO (H/P), COVER MEAN ROOF HEIGHT (H, Fr.) DIVIDED BY THE COVER PROJECnON OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. ™E RATIO {UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WI0111 [P. FT), SHALL NOT BE UESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION, 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 ULTNATE STRENGTHS. 21. CONtRETE 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 PSAFT 1 2 PER TABLE 1806.2 AND SECTION 1808.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED, RUST-OLEUM OR EQUAL. PAINTED OR ELECTROPLATED AND CONFORM TO AS™ A·448 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO AS™ *653, GRADE 40. 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 POWERS WEDGE-BOLT+ STAINLESS STEEL C ICC-ES ESR-2300 FOR CONCRETE AND FOR MASONRY). 26. ALL SCREWS ARE SELF DRILLING (S[)8) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WrTH ICC-ES ESR 1970 OR APPROVED EQUAL. ,\ 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB 15 LIMITED TO USE WI TH RESIDENTIAL PATIO COVERS ONLY. 28. SOLID AND IATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. 29. SIMPSON 80825412 AND SDS25000 OCREWS SHALL BE IN ACCORDANCE WITH ICCES EVAUJATION REPORT ESR-2236 TABLE 1 - REDUCTION FACTOR APPLICABLE TO MULTIPLE SPAN CONDITIONSFOR ROOF PANELS J< 0- WIND SPEED AND EXPOSURE ROOF LIVE LOAD. PSF 90 N PH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP, B EXP. C 1*1 10 1.00 0.90 1.00 0.80 0.90 0.75 20 1.00 1.00 1.00 1.00 1.00 0.90 30 1.00 1.00 1.00 1.00 1.00 1.00 ORAVRA BY: EN TOM CAMPBELL •4SSOCIATES, ING -410 EF¥ 0196 DATE: 1041/2012 COMMERCIAL AND RES:DENTIAL STRUCTURAL ENOINEEANGSCALE: NONE REVISED BY:RANCHOCUCAMONOA CA (951) 741-2107 r- 140. 07948 /*/1 NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED LIVE LOAD •PAT1O COVER SYSTEM AS MFG. BY: 1020&30,1 OURALUM PRODUCTS, INC.GENERAL NOTES HORIZ. WIND -0200 ALPINE AVE. BACRUENTO, GA15:20 SHEET 1 OF 3390,100&110 -W (144¤-701 FAX 403-1519 *44*corn .. -- - * SEE SHT.15 FOR MINiMUMWMQI 'F REQUIRED COLUMNS WHEN USING r X 6 1/2' SIDE PLATES. SOL PANEL TYPES ENEZZLATTACHMENT CHANNEL ATTACHMENT CHANNEL / ALUMINUM SEE DETAIL ALUMINUM SEE DETAILS -084.rit-%_-LENGTH OF TRUCNREVAR\ ANDSARIL 2,OUTRUCTUREVARIESROOF PANEL ROOF PANEL.MIN. 0.25' SLOPE PER FT. SEE SCHEDULE -THS pacO,2 4*4123 h .oratiESSE- -4 SEE SCHEDULE THE PROJEC FOR SPANS 4- \FOR SPANS -r/ON ''- ./. 8.- 2#k #ric)% 1 1 --9.H.' NOT TO EXCEED 2596 ---lf' <22 , 1.0.H.' NOT TO »aF SPAN \OF SPAN , SEE DETAIL FOR SPLICE --/'' <SEE 0 All FOR SPLICE -4-PO,91··C*->CZEPTIONAL· CANTILEVER BEG * ,pOSTS, sIZE VARIES - 37- *%2% CANTILEVER BEGSEE SCHEDULE FOR /t*SO. POSTS. SIZEVARIES - - SEESCHEOCLESSFETAINGM i -es-SPACING /. 5F/2 5 i ALTERNATE. '31/r SLAB ALTERNATE: ' ATTACHMENT .-/ --ATTACHMENT SINGLE POST ( |||SINGLE POST ,MAY BE USED ' MAY BE USED . SEE SCHEDULE -/WHERE E -k--2 SEE SCHEDULE ERE PERMITTED. 1 --··<.._. l SEE SCHEDULE SEE SCHEDULE NOTE-NO SPLICE AT THIS - MAX. HT.= 17 NOTE: NOSPLICEATTHIS-LA . MAX. HT,=12 POST AND AT END BAYS- -_POST ANULEND BAYS.' -4 FOOTING WHERE REQUIRED €Z==/4!G WHERE REQUIRED SEE SCHEDULE SEE SCHEDULE FOR FOOnNG CUBE SIZE NOTE: EACH COMPONENT IS INTB Z FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITHANY OTHER/, CHANGEABLE WrTH ANY OTHER COMPONTENT UNLESS OTHERV-COMPONTENT UNLESS OTHERWISE SHOWN. O. N C37948 , TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER I IE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION 0/ _ LENGTH OF.UMINUM-UCIyg vROOF PANEL .O.H.6 874(e]REVAResF PANEL MIN. 0.25' SLOPE PER FT.O.H SEE SCHEDULE ..r4CHEDULE FOR SPANS Cl,X&0' FOR SPANS 0-211+ 3=§28- 'O.H.- NOT TO EXCEED 25% - .:2*OF SPAN OF SPAN SEE DETAIL FOR SPLICE--/- --.-.0.- TSPACIN(| SEE DETAIL FOR SPLICE--r·ra->COAIONAL: CANTLEVER BEAM Vt-711-c SEE SCHEDULE FOR OPnONAL: CANT[[EVER BEAMJ SQ. POSTS, SIZE VARIES -11/ in SEE SCHEDULE FOR 31/r SLAB SINGLE POST SQ. POSTS, SIZE VARIES -kss--11SEE SCHED ALTERNATE: 11 j ON.A. _ ALTERNATE: 31/2' SLAB --1 SINGLE POST 1| MAY BE USED 1 / SEE SCHEDULE 11 |MAY BE USED SEE SCHEDULE TO CONSTRAIN 11 NOTEINO SPLICE AT ™IS TO CONSTRAIN NOTEINO SF FOOnNG, SEE -lposT,0 AT END BAYS.FOOTING, SEE POST ,ID AT END 86YS.-i SCHEDULE SCHEDULEFOOTING WHERE REQ FOOTING WHERE REQUIRED -7 SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTNG CUBE SIZE PST SPACING 'LICE A THIS 1/2 x 9- STEEL ROD 1 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION NOTE: EACH COMPONENT IS INTER- 1/2 x 9* STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION tAPMO EFU0195 DRAWN BYE.N. DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONOA CA (961)741-2107 LIVE LOAD • SOLID PANEL 10.20 8 30 pif STRUCTURES HORIZ- MND - 90,100 & 110 MPH PATO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95826 (916)452-7021 FAX 401-1519 •atio„-n.corn SHEET 2 OF 33 t 1 ,./ * SEE I OF REQUIRED COLUMNS WHEN USING 2'X 61/2' SIDE PLATES. • RAFTER. SEE TABLE FOR SIZE LATTICE TYPESAND SPACING -// 1 - LENGTH OF STRUCTURE VARIES 1122.MlbILMLIMeMBET opell SEE SCHEDULE L - MAX. PROJ.ATnCE-TYPE 5TRUCTURE SEE SCHEDUE RAFTER. SEE TABLE <<ar MAY NOT BE COVERED «27- 7 -POST WITH SIDE PLATES * , SEE DETAIL- ENOTH OF ST;.- _ Nk»\/ C. 3 44 ,•73 1/2- SUB ATTACHMENT POST WTTH SIDE PLATES * NOTE: EACH CUMPONENT IS INTER-/94 MAYBE USED WHERE/21c.SEE DETAIL CHANGEABLE 11VITH ANY OTHER pr<COMPONTENTNLESS OTHERWISE SHOWN.i'*U: EACH COMPONENT IS INTER- 1 3mACHI#ENTM,Y BE USED WHERE SEE SCHED. FOR66O91-1.r FOOTINGWHERE R@9 VANIABLE WITH ANY OTHER NT UNLESS OTHERWISE SHOWN.SEE SCHEDULEE COVER 852IX: THG OPEN LATTICE...........------FOOnNG WHERE REQUIRED,SCALE: NTS .AAY,=IBECOVER*_u/·,N>t•2' .18%"% SEE SCHED. FOR FOOTING CUBE SIZE TYPE "E" ATTAI SINGLE SPAN LA-rTICE STRUN#E 1¥L-4' 12\/U TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE , -f*Y- NW. c379411 1*11OPENLATn 03/31/ b / MAY NOT BE COVERED. MAX.PROJ. NOTE: THIS OPEN LATTICE·TYPE STRUCTURE RAFTE:615,St£%01911 /7 j ADO SPK MAY,=LBE COVEAX /01\ RAFT;SABLE 4*4&4· 2=12#*4 629\72*20 AND °..'.1.1. -1£/I« 225 •* OK ]re. * SPAN 1 ><i "/1.*9.6-3. -911 1 >32·J CHEIX: TABLE MAX PROJ _ 1/V LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER \4%8%COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE-TYPE COVER SCALE:NTS SEE POST Dey- ..5/. , 31/7 SLAB -O/ -- MAY BE USED - TO CONSTRAN FOOING. SEE SCHEDUE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE LENGTH Of STRUCTURE VARIES -X44%4 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. SEE POST Og* 31/2- SLAB MAY BE USED TO CONSTRAIN V FOOTING. SEE SCHEDULE. WFOOTNG WHERE REQUIRED -0.- SEE SCHED. FOR FOOTING CUBE SLCE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE IAPMO ER# 0195 DFWN BY: EN. DATE: 10,01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCtAL ANO RESIDEIrrtAL STRUCTURAL ENGINEERING RAAICHOCUCAMONGA CA (951)741·2107 LIVE LOAD • OPEN LAmCE 10,20&30,1 STRUCTURES HORIL WIND = 90,100 & 110 -H PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE„ SACRAMENTO, CA 96820 (916) 482-7021 FAX 403-1519 Bales@:Un.com SHEET 3 OF 33 4% SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B&C"$:GAL - (-9 T=SEE TABLE BELOW 24Ut=.4 40·--1711 069'*AE ,l=\ 1 141.1 1 4 ? e =i=-=9=74-UL /40 |- 4.50' - 4.50" ·--- 4.50'-4.50" -1 ' 3.00' - 11.125. 1.125 R..117-,/ )-riNT- A 1.48J bo· - 3..No. C37948 1 /* | 1 24.00'W.XE,e. 03/3145 / #:43·1 M. 1.861'!Il "r 1 r 1 13• 20- 11 Df007W -4 ALUM. ALLOY 30044138 OR EQUAL ALUM. ALLOY 3004+136 OR EQUAL,/' 77)#1441 H 24* fRIN*N (SEE NOTE 1 BELOW)12- x 3 1/2- W PANEL (*e'RETE 1 BELOW) L.L.=PANEL-r 90 MPH SPA+\ 100 MPH SPAN 110 MPH SPAN L.L.= PANELT 90 MPH SPAN/' 100 MPH SPAN 110 MPH SPAN (PSF)(IN.)EXP.B EXP.C b< 8 EXP.C EXP.B EXP.C (PSF)(IN.)EXP.B 58*c EXP.B EXP.C EXP.8 EXP.C 11'-7' , 11'-9' ,- 10'-4' .- 10'-8' .- 9'-6' .- .020'10'-1' /'-3'018 43'-2- '-3' 74' 2'-7 1'·8' 10'4' / 9'-2.90-4• 10 .024 / 13'-2' /7-3" /12'-40 /-11'-r 11'- 10'-10' NOTE : DETAIL FOR PANEL FASTENERS ARE SHOWN IN 10, TABLES 1,2 AND 3 SHEET 6 OF 33. 20 .032 .018 .024 .032 018 024 10'-9' ./ 10'-7' 032 / 10'-9 - 109 10'-7'10'-8 /15'-8' /14'-8' /14'-9' /Ty-8' /14'-0' /9-10 032 /18'-4' /17'-1' /03' /16'-1' /16'-4' /15-1' 19'-10'/ 17'->- 17'-5% 15'-9 16'-3>/ 14>040 /20'-7" /19'-2' /19'-4' /li'.0· /18'-3' /16'-10 020 11'-10' /11'-3' /11'4' /10'-9'110.0" /lb'-3' •.024 /1'-2- /12'-7-12'-8- /17-0- /12'-2- /11'-6' 20 15'-8" /14'-10'-0.-0 15'-0- /13'-10' -x 14'-3' / 12'-7' T -6-032 /fA'/'4 -r /le:12 /6:4: / 13-4 174'Z>06'4' -/ 16'-5/ 15'-/ 15-3>/ 14'>/30 040 3'-9. .020 0'.2· FOOTN 03EOSAMPLE 30FIGURE INDICATES ATTACMED -- 11'-9'-** 11'-E,/ 11'-4>.-'K>·- 11'g,/ 10'-87.024 -'-11'-8'11'-2'11'-r /lb:€ /10'-10- /10'4' --|- FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. 13'-9' / 13'->, 13'-/ 12'-50>lt'-15/ 12'S./.032 15'-41,/ 14'-'00· 14'-12>0 14'-5,/ 14'-,/ 133.0/040 /15'-P /14'-8' /00448' /14'-1- /14'-3' /13'-r W'MOER¥01@5 DRAWN BY: E.N DATE: 10/0lt2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING RANCHO CUCAMONGA. CA (951)741-2107 PANEL SPANS LIVE LOAD • 10,20&30 0,1 HORIL WIND • 70,90 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95820 (916) 452-7021 FAX 403-1519 0-@dknUncorn SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PABGS*=:=90/100/110 MPH EXPOSURE B&C , .77 .09R. (I.S.) -.67025.E-11 /740\RAY (ze¥§r x 2 65. FLAT PAN (SEE NOTE 1 BELOW) ALL UNMARKED RADII .06R k 3% Llc PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN 45?4 (PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C No. C37948 9 1* 1.97 .75-1 1.92- .75 1.97 .018 12'-6" / 11'4'** 11'-g 9'-1O'W 10'-2M* 93:/=1,5 >EXP. 03/31/,5 //13'.3· /'17-4· /17.7- /91·.A· /41'.10·/ 11'-0" ALUM. ALLOY 30044136 OR EQUAL X >/ Il'-8'r x 2 35' FLAT PAN (SEE NOTE 1 BELOW) 13'-6 /11'-10>··· 12'-160- 10'-BL./ 11'->/ 9'-9020 032 18'-3' .*+ 16',/ 16'5,/ 14'-g,/ 15'-3' -0 13,4 /-18'-0 /'16'-9= /'17'-0- /'15'-r / 16'-1' /- 040 20'3:/ 19.3 193,/ 17'-3,/ 17'·9/ 15'-1 1 00 -Z / 1 J .4 / 1 J -0 / I Z - 1 - / 12 -4 / 11.-0--L.L.=PANEL-r 90 MP -1 SPAN 100 MPH SPAN 110 MPH SPAN U L-1 10 .024 /////(PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.8 EXP.C /15'-4' / 14'-4' *'-14'·6' /'13'43' /-13'-80 / 12'-8' 20 30 11'-4* .020 13'zt> 024 .040 /1 7-9 10'-6' 020 11'-7' 024 11'-6 032 /13'4 15'-2- .040 /15'-0 .020 / %'-T 10'-20 024 10'-1 .032 040 133> / 14'g,/ 14'-8/ 13'-0·13'-4'-*/ 11'3>r /14'-9» /0' /13'-10' /14'-2" /13'-1 ' /16'4' / 16'-9- /15'-7' /0'-10' /14'-8 / 10',/ 10'Ll>/ 9.-1>/ 9'-4' -M 8'-3' 9'-70 / 9'-0' / 11'-1>/ 113>000' 10'50/ 10'-L· 9,6, ' /12'-8' /32'-9' /202' /12'-3' /1'-7 14'-71/ 13'40*/ 14'-1'13'-2' 13'-7' /'13'-9-13'-0 / 11'4>/ 11'3>0/ 11'it>/ 11'.>/ 103> 04' /11'-4' /TO'-10*/91'-1' /90'-6 / 12'3>/ 13> 12'4" 12'-·/ 12•4· 14'-10' 10 NOTE :DETAIL FOR /20'-r / W-T / 19-4' / 2'-0' / 18'-4' / AT-0'135 ,PANEL FASTENERS 11'-4' / 10'-9* /10'-19 9'-1: 10'- 9'-.032 ARE SHOWN IN .018 / / 15'-1( TABLES 1,2 AND 3 /11'-r /'10'-8" /10'-9 /10'-2' /'0'-3' /9'4* 18'-1" - ,SHEET 6 OF 33,12'-1" / 11'-60 / 11'-r / 10'-8- / 11'-1' / 919' / 020 11'-10' ./-11'-4' 11'-8' %19-9 11'-0' 10'4" 13'-1>/ 12'-6>/ 12'-7>/ 12'-OL./ 12'-IL-/ 11'-0· 20 .024 -13'-0' /17-3' M-12'-40 /11'-9'· /11'-10· /11'-2' 15'-AL,/ 14'-8-/ 14'-9L/ 14'-01/ 14'-21./ 13'-4· 032 -15'-2' /-14'-6' /14'-7' /13'-9' /'-14'-4 /13'-2" 16'-86/ 16'-BL./ 16'-80 16'-0/16'-25*WV" 040 16'-8' /16'-6' /-18'-r /15'-8' /16'4 /15'-0' 10%Ob/ 9'-r,/ 9-8'-0/ 9'-3'-/ 9'-dlt,/ 9-0.018 1'-10- /9'-8' /9'-r /9'-2' /9-3' /8'-9' 10'-76,/ 10'-32+ 10'-31./ 9'-1010/ 10'-OL./ 9%6. .020 10'·60 /10'-1" /10'-2' /'9'-9" /1'-10' /'9'-4' 11'-6' / 11'-10 / 11'-2' / 10'-8' / 10'-9" / 10'-3' 30024///// / 11'-4' / 11'-0' / 11'-1' / 10'-r / 10'-8' / 10'-2' 13'.6*% 13'-0/ 13'-1./ 12'-7000 12'-80/ 12'-1> 032 13'-4' /42'-10*/i2'-10' 2'4' /12'4' /11'-10' - 13'-2* ---12'4' M-12'-9' -12'-3' 12'-4' %-11'-9' FOOTNOTE: 'SAMPLE' 14'-r / 14'-7' / 14'- 14'-3'-,/ 14'·,/ 13'-94///16'-8* /16'-6" /16'-7' /15'-8' /16'-0' /5'-0' NOTE 1: WHERE MULMPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. FIGURE INDICATES ATTACHED -/| r --t-FIGURE INDICATES FREESTANDING DRAWN BY: E.N. IAPMO ERI 0195 DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741-2107 PANEL SPANS LIVE LOAD c 10,20&30<f HORIZ. WIND , 90,100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 0280 ALPINE AVE., SACRAMENTO. CA 95820 (918)482-7021 FAX 403·1510 11181@ck,r,klm.corn SHEET 5 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 >6" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 >2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS 3 PER FOOT oF HEADER LENGTH PER FOOT OF WALL HANGER AND HEADER LENGTH 2 PER FOOT OF HEADER LENGTH NUMBER OF NO.14 TEK OR SMS SCREWS » NUMBER OF NO. 14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS /0 : 30 30 m ¥ 90 Emtl 100 MPH 110 MPH E % 90 MPH 100 MPH 110 MPH 2 % 90 k PH 100 MPH 110 MPH E EXP. B EXP>Q EXP. B EXP. C EXP. B EXP. C - EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C - EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 3-3'34 6944.44 5-5- 5' 2-2--3-3-3--03 3-4-33 4-4- 51 3--2 6' 3-i---44-0.j-1--bgj-5-J--6- 61 3-5-3-4----1-5-3-1--34-2--5- 61 2--2 7' 3-4--4.5·-4--5-5-6-_5667-- 71 -3-3--3-4--3-4-3-5--.4-5--05-6- 71 -2-2 91 -3--5-56-56--68-67--8-1-9%3 4--£-5--*-i--5-6-_5·ir.3-7- 91 -br. 10' _5-50-6--7--67--78---7-8--9-16 10' -1-4_55--97-_5-1--7-8- #100/3-3 12' -5-0-6 7-8---7--8---8-16-8-9--1-6 12' -4--5-6--7----6->*60§<816 12' -3-004 11 600.-7-7-9-Ll-3-·-11--916-113- 13' -5-6---6--7--6--T+f->A?-10 13 3.-17 FOO™OJEKSAMPLE FIGURE INDICA ATI*1 FIGURE INDICATES FREESTANOING FAN BEAM r- FAN BEAM (19'-0'MAX SPAN) FAN BEAM ER -/- I L I C--7 CEILING FAN AND/ - OR LIGHT FIXTURE ( MAX. 30 lbs.1/ £ t'£ TYP. FAN BEAM ALUM. ALLOY 6063-T6 21/2' - #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 2 2 3 4 4 4 5 4 4 5 5 6 4 4 5 6 5 5 6 5 7 5 5 6 6 E-WAI- \ 2 - #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNE IAPWO ER¥ 0195 ORINN BY: E.N. DATE: 1601/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCIURAL ENGINEERING RANCHO CUCAMONG€ CA (961)7414107 LIVE LOAD • MINUMUM 10,20 & 30 Ff REQUIRED COLUMNS HORIZ. WIND• 90, 100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. 8269 ALPINE AVE, SACRANENTO. CA 95821 {918) 452-7021 FAX 401-1519 111*20<*al,acom SHEET 6 OF 33 EXISTING WALL RAFTER SPANS FOR OPEN LATTICE COMM IAL & PATIOS 90/100/110 MPH EXPOSURE B&C - r X 617 RAFTER M DBL. 2' x 61/2' IV\FTER X'L T -100 MPH 110 MPH LL =T 7 100 MPH 110 MPH 3.-- /(ps8 (IN ) 4 EXP. B EXP.C EXP. B EXP.C (PSF) (IN.) & 3 EXP. 8 EXP.C EXP. B EXP.C EXP. Bl EXP.CMAX- 16'-10'16. -19./.--214&91*-13/firl3*-;3*3*:-33>33>.024'14'-6' 13--1 0.3..O4r .024es- :r . .24' .0.-riEFES--23.3----ii:5:--42;:-42?:+ 8'-10'T.9'13'-9*11'-00 11 -3 16'·1'16'-1 - =3*-.151>.IS'.155--31>213>.nbe --323 SE KEr / 8- FWTER r 1 8 1/2 RAFTER OBL. 7 x 8 1/7 RAFTERS 18'-6 '18'-6.18'-60 18'-6"18'-6' 17-6'16 -16:G 26'-0' 26'-0' 26'-0' 26'-0" 24'-r ALUM. AUOY 3004·+436 ALUM. ALLOY 3004+136 ALUM. ALLOY 406 10 .032 OR EQUAL OR EQUAL OR EQUAL .174"--15.5--0-11-r10-4.* SEE NOTE BELOW *SEE NOTE BELOW 15'-1-15'-1'41· 47*357 24. 16'.-T 15;2'1-1, „ 20'-10' 18'-6'29'·6'26'-0' 28'-60 23'-3' 24'-1' 217«-673-23-315--51*3293- x 8' RAFTER 227 22- 042 100 MPH 110 MPH -3 133>-1315--113>153>313>.1311: 133>259>(IN ) 0 5 EXP. B EXP.C EXP. B EXP.C EXP, B EXP.C 187 187 18'-20 18'-2'18'-2 17'.4'25'-r 25'-7'25'-r 25-r 25-r 24'-4' 16" 3*-22-2;-2-2 .·--74197/-152"-1-55-11:S 16' 1S-. 14-;15;131-)12.i"10'-r 10'-9" - 9-6' 12'-0'-3 15'-9*10 .042 .02418'-9- 16'-7'i931-235 5:fs .%%%%8%24' -23:--2*.015i:-114"-2.DP:35--24'12;2-lil-224 22'4' 22 -0 20'-6'13'-4'13'-4' 13 -4 12'-10- .IS>33>233>2311>113>16' 24' 1_940' 211,-1%1%7-01%F%:227 21'-6'15'-3*15'-3'15'-3*15'-3'15'-3'14'-9'21'-6' - 21'4" 20 .042 20 .032 -'»r Z.E322-15191.-RhlE .1'-' 1r-*_15yAP=-31--3*57 24- For wor 1Ed Ncr 1,2' 134' 187 187 187 187 18'-2'17-r 12'-6' 12€ 1 -0 124 17'-r 1 r-7'17-r lr-r 17-r 17'-0' w 3-40 2 33>33>33> 16'-7' 17'-1*16 72%429>5>5>19'4'19'4' 19'-4"19'-4' 19'-4'18'-10 18'4" 18'-4' 18'-401£4'18'4' 17'-9'25'-10' 25'-10' 25'-1' 30 .042 .042 W 1>15 137 22>24.-93337--Eue=--.Eue=--1-Wfj=-191--15'-10' 15-10 15'-10' 15'-10 15'-10" -15'-6'15'-1' 15'-1' 15'-1'15'-1'15-1'14'-r =ec-= .183>123>33>33>13/15/1131--94--/Ag" ,2-r* NOTE: SINGLE RAFTERS SPACED 16' O.C..........ip„ImAL A.,#in'-8' 10'.6, 10'-8' 10'-8'10'-80 10'-7 14'-2"14'-7 14'-P 14'-2'14'-2' 13'-le 37 O.C. WHEN DOUBLED AND SINGLE Ftl24' O.C. MAY BE USED AT 48* O.C. WHEN L. * 90 MR[·1 EXP. B lAp.C 12'-0' 10'17 910. 0,43 11'-9011'-9 90 MPH 90 MPH 21:,h:6! 18 024 24 16 10 .032 24 16 042 24 16 024 24 16 20 .032 24 18 042 24 16 FOOTNOTE: 'SAMPLE .024 11'-8' 11'-8' 11'4' 1 '-0* 11'-3* 10'-0' 11'-4 1 '-6 13'-3 13'-3 13'-3 13'-3 16.33.-7-334-234.,1.49-1.29-lit18'-8 18'-8 qnFIGURE INDICATES ATTACHED 100-8' 93'T--31- R uill·+€-Ddir'- lwJ 4· lg0'101'00-0110- 913;5; -10'4'FREE,JOXP.,03/31 .,,16'1-,:1,16'1-,1,16;-1,16',"-1,15'1-;PROJECTION liT/1 1 1 SPAN O.H.750 0 -BE-237*33*23*32*23Lfr 16 24 24' 16' 042 24' 15'-3'.13'3 15-3'15'4*27-5 355-92€3129--12 -r - =-r 22-7 - 22 -r 155 133: 53>35-33- 18'-6'18'-6-18'-60 18'-6'18'-6'18'-0' 0 2' 3' 4' 5' 1]RIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) 6 7 8 9 (-iiI 11 12 13 14 15 16 17 18 19 20 21 TRIBUTARY E WIDTH 1 NOTI 3445 TRIBUTARY= 1/2 SPAN + 0.H.14 5 5 6 5667 .778 5 6 6 7 7 8 8 9 9 10 10 11 1 7 7 8 8 9 9 10 10 11 11 12 7889910101111121213 8 9 9 10 10 11 11 12 12 13 13 14 E: TRIBUTARY ON MULTIPLE SPANS IS .--991010111112121313141415 EQUAL TO CENTER SPAN TO CENTER SPAN - - - - 11 11 12 12 13 13 14 14 15 15 16 ORA- BY: EN TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD ='ATIO COVER SYSTEM AS MFG. BY: DATE: 10*1/2012 10.20 & 30 p.f DURALUM PRODUCTS, INC. IAPMO ER¥ 0195 COMMERCIAL AND RESIDemAL STRUCTURAL ENGINEERING RAFTER SPANS HORIL WIND •82e9 ALPINE AVE., SACRAMERO, CA @5826SCALE: NONEE REVISED BY:RANCHO CUCAMONGA CA (051) 741-2107 90,100 & 110 MPH (916)482-7021 FAX 403·1519 ...........con, SHEET 7 OF 33 COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS -- M,FIEIGH'f»Q' MAX. HEIGHT (C)3-SQ.xt=.188' 04 3.00«SQ. 23 r 3.000 SQ,3 SQ.xt=.250· = 10' 1 1 ./A• .... 1 1 9241?At. 024. - .032' .14»R TYP. J.vu Jul. .0'* HO.0'E 3'SQ.xt=.313' Q)=430.xt=.188·3* 040' ALUM. =4'Spxt=.250* .048'STEEL L = t. 1 L,28'3.0'OR 4.0' 5/8' PLASTIC PLIp -1 / \ 3" SQ. ALUM. POST 3" SQ. ALUM.FOJI- \.-2!.SIDE PLATELUM. ALL(5,90'H36 - ALUM"Xt - ZA38 I ALl#· ALLOY 3.00"OR 0* 063-167- 2.47 N1.375" 1. OV L-.090'TYP. INSTALL 1% x 18' x w HOG WASHER PLATE AT ANCHORS FOR 110 MPH / ro / 1 / 79 L 11 / o ,/703C_ _ MAG POST SQUARE 3' SQ. ALUM. POST STEEL POST 3" SQ. STEEL POST *5,0-*500-GmE'TFVUBEIT ALUM. ALLOY 6063-T6 ASTM A500 GRADE B 2.0• € 7/16'0 HOLE -- FOR 3/8' MB - ·¥' -2 FLANGES 21/W APART AS™ GRADE 36 STEEL INSTALL 1 8- x 18- x )6- HDG WASHER PLATE AT ANCHORS BASE FLARES TO 3-WIDE EA. SIDE OF FLANGES USE FOR 3' POST ONLY i 1-7/16'0 HOLE Q 2- 5/16'0 HOLES-/& 2-3/8'HOLES TYP. EA SIDE 0 \1.125'25' 0 TYP.1 ALUM T BRACKET STEEL,r" BRACKET (© \ - 1,060"- -11\(4)-SOS 25412 - r-#14 SDS,/ 3 PER SIDE #2 69-I'll3kx No. C37948J /* EXP. 03/31//5 £ A < r x 8' ALUM. RAFT. BRACKET --ALUM. ALLOY 6063-T6 r x 8' ALUM. HEADER - "H" BRACKET y)HEADER BRACKET IAPMO ER#0195 DFUWN BYE.N. DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES. INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHOCUCAMONGA. CA (951)741-2107 - LIVE LOAD = COLUMN/10,20&30 94 POST TYPES HORIZ- WIND • 90, 100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA @5826 (910)462-7021 PA)(403·1519 ,es@duretur,Locm SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50*WALL FASTENERSSEE TABLE -*6 T 0781 --2.740",-- (2)DIA .563' #40•. ™MA .401 06 2 E. WALL N {4 14 FASTENERS ALUM ALLOY SEE TABLE 6063-Ta rr.n•. -- r-- 1-4 CONnNUOUS A- RAIL (WHERE OCCURS) ALUM.ALLOY 6063-T6 014 SMS @ PANEL LOCKS OR #8 SMS AT EA CONTACT * ROOF PANEL #14 SMS @ EA CONTACT #14 SDS @8' 0.C. 1 WALL FASTENERS x SEE TABLE N 1 SEE PAGE 33 FOR ALUMALLOY 1 APPROVED ROOF PANEL 6083-T6 W @ 12:- 6 i ROLLFORMED 1-*!BER-NGER CHANNEL WALL CONNECTION I.R. HANGER A34 FRAWN60-ANGLE SEE TABLE FAS¢RS, SEE TABLE-1 R.F<OR EXT.MANGER /CHANNEL, 2X OR 3X / IWTER BRACI - X'REUDED HA LOWABk )N EXCEED€ 16', WHERE AL PROJECTK ADD A34 FRAMING ANGWE WIND EA SIDE OF RAFTER (2 PM DESIGN , 100 \ 110 0 1.-f- 1.880' RAFTER TO BLK'G) HANGER /RAIL FASTENER TO FASCIA WALL ( STUD, MASONRY OR CONC.) AT WOOD STUD AT MASONRY (SOLID-urn,W i WAT 2x FASCIA 16' O.C.CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ABBCDDEEF ABBCDDEEF ABBCDDEEF *# 40¥21» AL. r.#7¢bl, 1.6 ALUM. PANEL 2X OR-1 /It3x ALUM. RAFTER FASCIA BOARD-- £- EXIST. EAVES, RAFTER ALLOWABLE PROJ. ,EXISTING EAVEL+..SEE TABLE BELOW OVERHANG (24' MAX.) DESCRIPTION OF LAG S DREW (SEE NOTE BELOW)flirL "u. VJ f -, -, A=60525412 W/A34 FRAMING ANGLE AT EACH FWTER, 24' O.C. MAO(.16-,EXP.03131!d,-// B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER FWTER), STAGGERED, 24' O.C. MU. u C=SOS25412 AT EACH STUD, 16' 0.C. MAX. |t| D=3/8'0 x 4* LAG SCREW AT EACH STUD 10* 'E.3/8'0 x 1 1/8" AT 16' 0.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE 'F=3/8»0 x 1 1/8' AT 12' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE *HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 =41 / ING EAVE CONNECTION ---91137-WIFYI-- ,/'AL¢*fABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) ('WIND *EED (MPH) AND EXPOSURE ,- 90, C j 100, C 110, C 2' x 4'18'Tocy240 O.C.FULL 24"12'-8 2- x T 18"26'-0' NOIC;14*13·4C::- 2* O.C.._IEEE'\ /2'xe' FULL OR 24'0.C.(/3 l 18'-8' /22'.9'18'-r. 2.XE NOTCHED _- /26'-0' '25• -0·26'-0' 118*FOOZOR TF -75':0< 26'-0-26'-0. 24"0.C.2"*10' NOTCHED 240 26'-0-25'JO'24'-4' NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'-r. (E) 2*4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 w (MIN) TO 8 psf(MAX) RLL = 20 & 30 ps: 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psl. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10,20, & 30 psf 10# L.L.421#14 SMS EA SIDE\\ 112 r- 20##30#LL.42)014 SMS EA. SIDE 4 / r u-BRACKET476=444-- ---------.11/4' 3/4' OR 1 1/2«1 2461/7 OR ... 5- MIN.3* x r ALUM. < RAFTER I/4' OR 1 1/7 1 / - EXISnNG WOOD STUD FRAMING #j-EA L- 2 EACH 1/43 1 3-1/7 LAG SCREWS L.L.=10 pif,/2 EACH 7/16'0 x 3-1/2- LAG SCREWS LL.•20,610 30 pif (2· MIN. PENETRATION INTO EXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING SEE FOR ATTACHMENT : PLACE '9110, FLEr OR 1 BETWEEN BRACKETANC GLE ROOFING TO PROVN RAFTER TO WALL CONNECTION 15'-30 12'-4' 9'-10"(A) 22'-2'18'-1 ' 14'-T 11'-100 1 PATIO COVER UP /L NqTE MATERIN SH41 '01' . ROTEPROVIDE WATER N PROTECTION METAL FlASHING CAUCK JOINT'SAND SLOPE FABLE KET JNTED TER W/ ECTIONS. ® - 1 ....r-un TYPICAL BRACKET AT EVERY 2x FOR SPAN SEE ALLA DECK/RAFTER SPAN 1 jWTER 014*3 1/7 W.3 NOTE: BRAC 3!MILAR -1 MAY BE Mol )COMP.BELOW RAF )E SEAL SAME CONN BRACKET CONNECTION IAPMO ER* 0195 DRAWN BY: E.N. DATE: 10ml/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (961) 741·2107 HANGER CHANNEL- ANO BRACKET ATTACHMENTS LIVE LOAD • 10,20 & 30 p,f HORIL WIND - 90, 100 & 110 MPH PAT10 COVERSYS'1'801·*91*FO78'r7-- DURALUM PRODUCTS. INC. 8268 ALPINE AVE. SACRAMENTO, CA 06826 (918) 482-7021 FAX 401-1619 Bileiedur,k,m.corn SHEET 9 OF 33 COLUdN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / a_ ALUM.'1'BRACKET USE Wml l POST TYPE B.C.D, OR E STEEL POST ONLY: r-T BRACKET T·© USE POST TYPE (3»'800 BOLTSSTEELTEUCKET USE WITH/ @ 3'SQ. POST W/POST TYPE B,C.D.E.F,G.H.JORK rF, G, H, J OR K FOR POST TYPE J - / (2*#12 SMS EA - 3· so. POST -ALUM.TBRACKET:3·SQ. POST /SIDE OF POST OR USE (2),3/8-0 HILn / 1/4' M.8. THROUGH IOWK BOLTS OR EQUAL (2)-1/70 BOLTE 3'INSERT POST STEEL.TBRACKET 1/2 DEPTH OF FOR ALL O™El 1 USE (43/6-0 HILn leNIK FOOTING OR CONDITIONS x .188* k -(2*1/4.0 POWERS WEDGE- BOLYS OR EQUAL- -....AS™ A36 BOLTS+ OR EQUAL, EACH 1 2 %· EMBEDUE,fr DEPTH 9;F-r STEEL BRACKdT To SLAB.2 1 FOR KMK BOLTS) MINIMUM DISTANCE TO 1 9 V .....1 50 m (CECFKS154' OR ' kt.l ,....31 m ]3 A,JIMAD,£01 CCL (1 35' MIN. EMBEDMENT) . DEPTH S .A:.3JW U' -SLAS SHALL BE IN '0 POURED CONCRETE *BUWNG 82€......'.'·5 6 .2 "Z-'Ell=:A-4-GOOD CONDITION FOOTING SEE NOTE 3' SQ. POST (STL.)oF POST •54 -M·%..7. z OR FLUTEDA . 31/2- MIN./:20*A,K POURED-',-SQUARE SEE FTG. OR 4· SQ. POST (STL.) QUARE--CONCRETE / -SCHEDULE IN BEAM INSERT - i, .E FOOTING SPAN TABLE PL.5/87HK. / SQUARE POST EMBED. 23!§LING §]AB __- -x<Q. POSTS TO CONC. FOOTING INTO FOOTING 11/r 1 6·11/2' 5571.Tr,.,7 R T.O.C. ..r 1 9 // M BEAM SPAN TAB\ 3' S WELREPA.IgE-LE.fLAT@- ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4' OR 7' 1-BEAMS. BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SQ. x 5/8- B, C, 0, F, G, & H FREESTANDING BASE PLATE ANCHOR CUBE SIZE SO. 18 DEEP ·CUBE FTG. 18'18'SQ 12' 20.21- SQ.12' 22.25'SQ 16' 240 28' SQ.20' 26'32' SQ.23' 28"35' SQ.25 30'W SQ 28' 32'43' SQ 30· 340 47' SQ.32 38'51'SQ 34• 38'55' SQ.3r 40 60' SQ.39" 42.64'SQ.41' 44'69- SQ.43• •CUBE FOOnNO W/ 4' SLAB SINGLE POSTS FOOTING SIZE EMBED. BOLTS 23' & 24' CUBED (2>-1/70 31/4 25' - 30' CUBEO (4 *ln"0 31/4' 31' - 34 CUBED 39 - 39' CUBED (4*3/4'0 434· 4¢-47 CUBED (4*3/413 4 3/4' NOTES: BOLTS SHALL BE HILn 111< BOLT TZ ST/UNLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 2. EgiLI:YELE lbISI81.1.XmaMER.2161 BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 2'Xji' X 5)5' AT NILI.288CMEL (4}- 3/4'0 HILTI KWIK BOLT TZ STAINLESS rx['* 5/Er STEEL PER I.C.C. ESR-1917 OR EQUAL. 3. £911=2&1 (4 3/4' EMBEDMENT DEPTH) DO NOT USE STEEL T BRACKET W/7- 1-BEAM ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH ' A | 1 WIDTH EXB&C EXB&C EXB&C t*p. C37948 /·EKK03!31/ .2-1 3'-4' SQ x 3'-6' SQ x 4'-0' SQ x10' OR LESS 18'DEEP 18"DEEP 180 DEEP 4'-0' SQ x 4'-7- SQ x 5'-0" SQ x20' OR LESS 18"DEEP 18" DEEP 18" DEEP (4)-5/8-0 4• 0 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED IAPMO ER# 0195 DRA- BY: E.N. DATE 1001/2012 SCALE: FOE REVISED BY: TOM CAMPBEU & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL- ENGINEERING RANCHO CUCAMONOA CA (861) 741-2107 COLUMN SURFACE MOUNT AND EMBEDMENT LIVE LOAD = 10,20 & 30 pd HOR[L WIND = 00,100 & 110 MPH PAT1O COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 96826 (916)452-7021 FAX403-1510 ules@dualum.corn SHEET 10 OF 33 rb HEADER BEAM TYPES & ATTACHMENT DETAILS 2.00* 1.52" -.610 GUTTER EXT. CLIP GUTTER EXT. CLIP ' r'1,- 1 SPLICE WHERE -- 1.79'OCCURS X SPLICE WHERE --x SPUCE WHERE OCCURS N OCCURS 4.r I 1 1 TYP i _Il.o¢-3.00" SQ.1- 114*R I TYP. 1 1 'Tr. . --...-11.---1.-1- --3.0--4 L .280 4 000 .038' R.F. GUTTER FASCIA-ALUM. ALLOY 30044436 6.5" ROLLFORMED SPLICE WHERE OCCURS-- e - 070- TYP. 1 1- ALUM. AUOY 6063-T6 4" 1-BEAM 1-- 2.r - ALUM. ALLOY 6063-T6 4.5' GUTTER 1- 4.-1 1, 1 SPLICE WHERE OCCURS ---... 1 1 ALUM. ALLOY 6063-Te 7" 1-BEAM ALUM. ALLOY 6063-T6 MAG. GUTTER . 06.%91-I l--C ,7948 1 /*d 024'581116 /-11 --4„----.032 042' 1 /ALUM. ALLOY 3004+136 OR EQUAL @V 2 x 6 RAFTER 6.5. 110" ® ALUM. ALLOY 6063-TB MAG BEAM - 21.- 2. 1- I-/ - . ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM T ASTM A653 GRADE 40 3. SQ. SEl=-864& / 'SKY - - I- -- ALUM. ALLOY 3004-H38 OR EQUAL \ 3x8 BEAM E--6-uir E-E 8. --"r ML.-1 3. 1-1- 89-* -.047 8.0' .375" 25' 1 + ALUM. AUOY 30044138 OR EQUAL 042 .042 T . 12 OR 14 GA .. .. T.0.1257.875'ASTM A853 GRADE 50 6.656'ALUM. ALLOY 6063-TB8" - 1--=I.=1 ALUM. ALLOY 3004+136 ALUM. AUOY 30044436 OR EQUAL OR EOUAL - ,1 -] 2.875" |· 3 x 8 BEAM W/ STL. INSERT DBL. 3x8 BEAM 042- DBL. 3x8 BEAM W/ DBL. 3*8 STL. INSERT 3 x 8 BEAM STEEL INSERT 7" 1-BEAM "C" SPLICE / INSERT 375" IAPMO ER¥ 0195 DRAWN BY. E.N. DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING RANCHO CUCAMONGA CA (951) 741-2107 LNE LOAD. 10,20&30) pefBEAM TYPES HORL WIND • 90, 100 & 110 MPH PATIO COVER SYSTEM AS MFG. 8Y: DURAIUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO. CA 96828 (915)482-7021 FAX 403·1519 Mle,@dur,k,m.com SHEET 11 OF 33 I 2.57 4. r 2.19'2.04. 2.08"2.04' - - 065' SPLICE DETAILS 0 9 . BEAM TO POST DETAILS 00 SIMPLE SPLICE FULL MOMENT j' 9« 24' .5( 3' 8 11 11 3' .5'|1'1 It' 1'17171·1 8' 111 #los.M.S. (8 TOT.< 1 111 1 + 11 TYP. THICKNESS =.035 +4+ + -ALUM. ALCb¥J004-H36 OR 6063-T5 FOR*FRUDEC 6.38 1 DNI 3 1 11 Itll 11 #12 S.M.S.,P-¥+11++1-+ (24 TOT TYP. THICKNEBSS = .035" 11 ++ ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED 1-71<,Ap EA. d . rNOTE: USE SIMPLE SPLI223 -Y NOTE: FUU MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS -AT ANY LOCATION EXCEPT AT END BAYS NOTCH 1-BEAM FLANGESPLICES - ROLLFORMED & EXTRUQED FASCIAS /1-BEAM ALUM ALLOY AS NEEDED TO CLEAR / (8061-TB) ALTERNATE SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SI).iPEE.*LICE CONE SIDE OF WES) MAY BE USED. STL. C-BEAM TO POST W/ (2) - 5/8- 0-/LVLL THRU-BOLTS @ 4- 1-8EAM,r 3--TOTAL= (8>-1/2'0 BOLft\.SQ. POST AND (3) - 5/8- 0 THRU BOLTS Il 1 1 1 2286*G @ r ABEAMS 1.00"\BAY Cl'BEAM TO POST CONN.0 · 0 SPLICE WHERE .-.2 6 \-Nall 4" OCCURS o. C37944 1-.070" i 0 0 1. MOMENT ( E 12'Glf 0 TYP.8,.0/31/#12 METAL BACKED, U W NEOPRENE WASHERED / TEK SCREWS @ 8- O.C. MAX. STAGGER IN BEAM ALUM. ALLOY r)'mAUr.s.0,FLANGE 8063-T6 , 16"1 4" 1-BEAM .ROOF PANEL>.2 / 1 -- NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGL 'LE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. xr ALUM. T BM. OR'4*ALUM. 1' BM. , ,ATE O/ 0 0 SPUCE WHERE .-. OCCURS 45 .11' TYP. AT r 1-BEAM: - ADD 'C' SPLICE X 18' LONG AT LLCOLUMNS - (CENTER AT COLUMN). SECURE TO I-8EAM Wl 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. -1/4-0 M.B. BEAM TO BReKET -2- 3/8'0 M.B. THRU STL. 9- BFU\CKET TO POST. POST. SEE SCHEDULE - 0 0 0 " 1/ 1 ALUM. ALLOY/16" -ALTERNATE BEAM TO POST CONN. 6063-Te/ 70 1-BE*M MOMENT C-SPUCE UPMO EFU 0195 DRAWN BY: E.N. DATE: 1601/2012 SCALE: NONEZ REWSED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STROCTURAL ENGINEERING RNCHO CUCAMONOA. CA 051) 741-2107 LIVE LOAD• BEAM .10,20&30:4 SPUCE DETAIL.5 HORIZ- WIND • 90,100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8209 ALPINE AVE. SACIIAMENTO, CA 96826 (910) 452-7021 FAX 401-1519 -les@duraturn.com SHEET 12 OF 33 BEAM TO POST CONNECTION DETAILS - OPTIONAL DECORATIVE FASCIA 7." FAS15bteRE -( WOOD, ALUM. OR HARDBORD) - r x 8" x .042" BEAM,1'-00 jl414 SOS - 3" SQ. STEEL OR . 4-#14 x 1/2· S.M.8. EACH SIDE oF 3- /MAG BEAM.2'-90 6 - #14 SDS sa POST (MTOTAL)TENER TO FASCIA - SEE TAB,ALTERNATE: 1/4,BOLTW/WASHEER / 84 12-#14 SDS / EA SIDE OF y SO. POST FASTENER TO RAFTER TAILS - SEE TABL% FASTENER SPACING = 3/4'9PTIONAL LAT-nCE TUBES d- OVERHANG/ #14 x 1/r S.M.S. TOP -0& BOTT. (2*TOT. -- 144til] 3 J.oo· - GUTTER FASCIA MAG BEAM 3-SQ. STL. BEAM 3' so. POST 4414 34 1/2' S.M.S. EACH SIDE OF 3' SQ. POST (8-TOTAL} ALTERNATE: 1/4'0 BOLT W/ WASHER EA SIDE OF 3' SO. POST . 3' SQ. POST h 3.Sa.*I -4- H @ 90 MPH - USE L (4)-#14 SOS @ EA SIDE TOP & BOTr. TOT.=16 @ 100 & 110 MPH - USE (6)-#14 SDS @ EA SIDE TOP & BOTT. TOT.= 3" X 3" ALUM. OR STEEL POST 24 ROOF PANEL ROLLFORMED OR - EXTRUDED GUTTER #14 S.M.S. @12"0.C.- FASCtA \ 8 1/222'1024 - 419, 'r- ·' Wq. v•p T-1 - BRACKET TO POST 1 € FASTENER +00 GROUP f -1.00 ALUM. BRACKET X 7 1'9-0 SEE TABLE RAFTER FAIL" TO GU- 3.125" FOR 3 x RAFTER .ALLOY 3105-H25 363= 11*belo. C37948 11.507 _1.50' \.040' @ 6063-T6 028" i fy j X L. I·J 1 .018" 1 1/20 SQ., 2' SQ., OR 2"xy LATTICE \ V,#8 x f'SMS, 2 1/r @ 3" O.C. MIN.1 - R 3 1!T,TYP. -F-UP TO rO.C. MAX.A- (4) - #14 x 3/4'JECSCREWS BRACKE-*RAFTER11/2" SQ. OR 2. LATTICE_.'BEL - / - -P.374<IC ,/ 11/2. MIN. -, Al.UM. XECOY 31054125 ' 0 -53*--2/ RAFTER 1 / 28")(a« 9,-33 3.750' 1 - - 293" LATTICE TUBE LATTICE TUBE TO RAFTER * L (4) - #14 x 3/4' TEK SCREWS OR (6) #10 x 3/4- TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM IAPMO El 0195 DRAWN BY: E.N. DATE: 1601/2012 SCALE: NONE REVISED BY TDM.CAMPBELL & ASSOCIATES-INGCOMMERCIAL. A229®6amAL-SIRWee ENGINEERING RANCHO Cl:CANAONGA CA (951)741-2107 m,1 BEAM TO POST ATTACHMENT LIVE LOAD • -4MTIO COVER SYSTEM AS MFO. BY: 10.20 & 30 pef DUBUMPRODUCTS, INC. HORIZ WIND •8269 ALPIN,-GACEah!2[m,..2.26826--- 00, 100 & 110 MPH (916)482-7021 FAX 403·1519 lillidink,n.com SHEET 13 OF 33 \ DOUBLE RAFTER CONNECTION DETAILS BEAMye'FOST CONNECTION 1 \ (46BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8' 0 PLASTIC ' POST. NOT PERMITTED PLUG WHERE11/2'OR 2*LATTICE -7 #8 S,M.S. -6 SCREWS @ 2-POST UNITS SCREW IS INSIDE ALTERNATE 1/r DOUBLE RAFTE/ PER SIDE :BOLT CONNECTIO --PLAN 2 /s\RAY (44A ' 5; S #14 SMS MAYALTERNATE:BE USE AS -4414 S.M.S. Ea¥/.¥-*Y ¢ 3.5;11 3-P·5. 2. ALTERNATE TORAFTER TO C«A / O [1/4'0 BOLTS - CONNECT.ldinl Z 3.5 1 Bt No. C37948 Dj*# 1 -·: CVA2&5.-0-381//Sf m OR E4.5'0 r SEE NOTES BELOW 2 -SIDE SEE POST SCHED. 6 1/2' SIDEPLATE EA. - 3'x 3-STL.POST (24-) \ALTERNATE:1#14 SMSiS· SIDE - i X INSERT ATTACHED OR L(2>-26.5' OR TOP, MID HEIGHT 32( 3'STL.POST COLUMN |(2}-3'*8'HEADER AND BOTTOM. 3·SQ. POST BETWEEN SIDE PLATESFOR FREESTANDING _1 * 0 N i 8» BEAM V L (2*1DBOLT BEANLIQ POST CONNECTION20x 6.5' SIDEPLATE -- POST SCHEDUL n 3" SQ. x .032" + (2)-2" x 6 1/2" x .024"-FSQ. x .032" + (2)-2' x 6 1/2" x .0320 DBL. RAFTER / DBL. HEADER CONN.- W/ (6>-#14 S.M.S. EACH SIDE.- 2 \ *11 (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB Oblt-¥L--_1 USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE LATTICE 1 1/2- OR 21 1 17-1- 2'xe.5' OR 3"x8' RAFTER - ALTERNATE: 1/2» BOLT 1 - -A\ (2)- #14 S.M.S. EACH RAFTER ALTERNATE: TO COLUMN CONNECTION (4 TOTAL) - 3 ALTERNATE: t- (2)- 2*6.5' OR (2>-3*8" HEADER ALTERNATE: 3-x390.024" --</(1) - 1/2' BOLT OR CONNECTOR (2* #14 S.M.S. EACH RAFTER EXISTING SHEAT "'-2=*6)6-10.024' ALUMINUM MEMBER WITH WOOD FILL OR r€ NOMINAL LEDGER - (NEW OR EXISTING) n 1- (2) SIMPSON SDS25600 3' SQ. POST EXISnNG 1' STUCCO OR EQUAL 4-2.5' PENE. INTO EACH WOOD STUD MINU -7 DBL. 3'X8'X.042 BEAM - OR DBL. 2'*6.5'X.032 BEAM 1 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X 37 LONG SOS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) 10 9 8 STUB COLUMN TO DOUBLE HEADER CONN. EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DOUBLE HEADER TO COLUMN DETAIL DRAWN BY. E.N. UPMO Em¥ 0195 DATE: 1681/2012 SCALE: NONE REVISED BY: TOM CAMPBEU & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTUFUL ENGINEERING UNCHO CUCAMONGKCA (961)741-2107 LIVE LOAD = lATTICE 10,20 & 30 pif CONNECTIONS HORm WIND • 90. 100 & 110 MPH PAT1O COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE, SACRAMENTO, CA 96826 (918) 452-7021 FAX 403-1519 Ule,@durak,moom SHEET 14 OF 33 /1 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS / 2"X@*"XO.024" SIDE PLATES 2"X6.5"XO.032" SIDE PLATES 1 POST &POST @ C El 90 MP14 100 MPH 110 MPH R ¥ 90 MPH 100 MPH 110 MPH EXP. B /XP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. 8· EXP. C / 5'2 22333 5' 2 2 2 2 2 2 -6' 3 3 3 3 4 6'222223 7'333444 7'222323 8'343445 8'222333 9'344546 9'233334 10' 344556 10'233334 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12'455667 12'333445 13' 455768 13' 343445 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES 44\RAY C©10.0 21,0 37948 /*3/3141/. , IAPMO ERI 0195 DRAWN BY: E.N. DATE 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951)741-2107 LIVE LOAD - MINUMUM 10, 20 & 30 p,f REQUIRED COLUMNS HOR[t WIND • 90,100 8 110 -H PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8268 ALPINE AVE., SACRAMENTO, CA 96826 (910)462-7021 FA)(40>1519 ialle®du,ek,n.©om SHEET 15 OF 33 10# L.L.90 MPH - ATTACHED SOLID COVERS 6.5' ROLLFORM /-4" 1-BEAMMAG BEAM r. - 5 9 MAX.COL. MAXPOST FTG MAX.POST 0 > SPACING SPACING SPACING M ON SLAB* (SPAN)(IN.)(SPAN) AL FTG. MIN. POSI-, POST TYPE ™4 TYPE / 24 1 -25 0 25 Q 25 26 Q 25 \ 26 \ 28 Q \ 27 12' OR LESS EXP. Birt 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 3>K#EAM MAXPOST FTG MIN. FTG. MIN. MAX.POST FTG MIN. FTG MIN,0-0011)ST IN. FTG MIN. SPACING(SPAN) #Al,1 72#T (IN.) POST SPACING POST (IN.,- PeST SPACING DST ,IN,)' POSTTYPE(SPAN)UN-# TYPE TYPE 0 (PE 'TYPE 5' 13'-7. 1111".-13'-4' 9'-90 \2<i1 '.g. Frd>eN._ FTG. MIN. POST l 25 18 0 (IN.)P1 129 11'-2 \I -25 0 5-10" \ / -212'20'-4' 25 212'6' 11'-4"8'-10- \ 9'-40 113:| 25 7' 9'-8"- 31 8'-3»10'-0'9'-6' A / -27 0 17'-3* 3%6 5 35/32 7'-9-9'-4"16'-2' 9' 7'-7. 8.-3.-33/32 32 B 33 C 8'-10" 10' 6'-9- 7219"*33>27 7'-0'8'-4"29 7'-7' 11' 67 -28 8'-8' 6'-8"8'-0" 12'6'-4' 7 7' 29 7 \X29 26 6'-8'27 14'-6. \ 33 27 13'-10 6'-20 3% B 15'-1-\34 \ -35 U 7'-W - 113' 5'-2"62' / ,P w 4-- 7-1" 30334-/\39--,6 8'*L-7 \-2£» 10# L.L. 90 MPH - FR EESTANDING SOL.13'C,)yERS , 14'-6 11'-3' 19 U 9'-7 -28 U 8'9'-0" 27 U 9, 10'8'-7' 26 6'-8" / \\27 -5-10»/vt- 28 0 §6E-- O -112&:i \34 C 12:OR LESS EXP. B&C 23'4" 35 1 \ 13'-9' -29 G 13'4" 30 H 1 9-7' / 11'-10 29 U \9'-2" / 11'- \ / 7-11'-2'729 U '11'-0" 29 - 80-9' 27 U NL 11'-0' 27 10'-3"-28 U l 326'J 32 1 19'-4" Ni57 32> 31 \ H17'-4- 52 V 10'-4'- 27 9'-5* -28 A -*.1.27 U 9'-10" 26 -903" - 28 U 7'-9* -28 U 8'-r 29 *7'-10'-19 u / 1 7'-4" 29 9'-0" - 28 7'-7" -28- G- 8'-6" 29 U \ 861' 28 G 8'-8"28-G 70-3" -28 G 8'-2" 30 H - 6'-9' 30 H 47'-6' - 30 H 11' /15'-1 % 7'-10"2>12'5294' 29 13'-80 - 7'-7"13'28-G 14'-0" 701" 30 H 130-2" - G -\ Y 31 29 -31 El FOOHNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZEE MAY BE REDUCED 6· EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOnNG TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS * THE MAJ(IMUM COLUMN SPACING ON EXISHNG SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. 29 --.·¥il'J 40.=7948 /* FOOTNOTE: *SAMPLE FIGURE INDICATES EXPOSURE 8 -- -'-- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOAN INDICATES EXP. B & C. E-4 SOLID LIVE LOAD =PAN COVER SYSTEM AS MFG. BY:DRAWN BY: EN.TONI CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE IAPMO EM 0195 DATE: 10/01/2012 COMMERCIAL AND RESIDEN-nAL STRUCTURAL. ENGINEERjNG FREESTANDING 10.20 & 30 Pif DURALUM PRODUCTS, INC SCALE: NONE AND ATTACHED HORIL WIND •8269 ALPINE AVE.. SACRAMENTO, CA 95820 REVISED BY:RANCHO CUCAMONGA CA (951) 741-2107 10 0 LL 80 MPH 90,100 & 110 MPH (016) 452-7021 FAX 403-1519 Ial-@dinkrn.com SHEET 18 OF 33 109#,4,4 1.\1 1 DO MAX.COL. f % SPACING ON SLAB *, 5' 13'-7" 90 MPH € ATTACHED SOLID COVERS_3 DBL. 2"x6.59032+BEAM /DBC 3"x8"x.042" BEAM 3"x8" BEAM NU.POST MAX.POST MAJ<.POST SPACING SPACING FTG. MIN.FTG. MIN.SPACING FTG.MIN.FTG.MIN. POSTFOR DBL. FOR r x 8- (IN.)TYPE (IN.) (SPAN) (IN.) (IN.) 27(6.5'x.037 BEAM 9'--10' 10'-2"/32 - 14'-2"-'35- -/ 23 B 12t7" \ /26 W 12' OR LESS EXP. B&C 3"x8" BEAM w/INSERT DBL. 3"xr BEAM >- EACH w/A 3"x8" STL. INSERT 3 MAJ(.POST DO SPACING FTG. MIN.FTG MIN.MAX.POST POST ,IN 1 POST EPOST ... .' POST SPACING FTG.MIN. FIG MIN. m * (SPAN)(IN·) TYPE ('"4 TYPE (SPAN)(IN.)TYPE ' '' TYPE 128/30 B 2 91-§>.-\ -18'-T \-26'-2' \C 9 123 | 33-6'27 0 ir-0» \zy-10» 1 / -34 242 B 12'-1' \ / 26 - m 17'-1 Q> \ / 30 l 34 7' T €7'-7'22'-2" / -35 8' 8'-6. 7.-19'-- 8'-1 -24 27 31 34 8'28 0 -14'-9" \/36 9' 7'-7. 7.-6"- 707"-25 28 31, 0 22'-T 19'-r 9, 10' 6'-9" -23>10'-2'28 32 6'-3" 1026 0 -9'-0"37 11' 602"6'-1 QL--25 14'-3"\ 32 3911"36 -27 3 -8,-r 3%6. 8 -12'-7"34 17'-8"11 3%70 B 33/ n 13'-8"37 1212' 5'-8' 5'-9" 5.10"8'-2-34 U 7'-0" 13' 5'-2" 104 L.L. 5' \ 34yfAV 39-0- 0 8'-10·-/ 29-1 28 0 31 90 MPH - FREESTANDING SOLID COVERS ,10'-4L< 9'-7 - 29- G,1 /15'-6"- 30- G -1 B 133>/117 1 \-35 2603' 34 i \ C 18'€ i \37 - - 13'-10-1. 1 \39 12' CiR LESS EXP. B&C 30'-3" 27'-3"7' 25'-r 34 J 8' 24'-2" - 33 A 19' 22'-8" 35 22'-10' 33 20'-8" 34 U 21'-1'- 32 1*10" 34 20'-2" - 32 -19'-0" 34 ll 1-94" -1010- 10 -H \/ 14'4" -31 -H / 14'-1" - 29 G 24'-0" - 33 8,-r / r-10-26 G \ 1- 13'-30 30 H 27 G \ T -521"2856- G/ 7'-7" 7'-0" 28 U 12'-3*19'-10" 34 4 8'ES--0-38-9- G 20'-9' - 32 1 7 -2' 29 G 11'-7"- 18'-7 33 J 9,113>--37rr G5'-11 30 -1T-r 33 J 10' 18'-8' - 31 H 28 U - 16'-8- 32 57 - 30 H 11' /10'-1,"---037- r,1 7-9.- 31 H 5'-4' 32 - 94" 29 - 15'-100 32 I 12'5'-6" -5'-0' 33 J 53/ 38.9 G9'-1 '-H-T- 50-7"5'-4" -31 H 9'-3'28 G 16'-4"31 13'47 33 J 8'-9' 30 H 14'-8" 32 Ngmi FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING VATHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SI·IT. 10 FOR ATTACHED & FREESTANOING COVERS * ™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THEE SELECTED BEAM. \\ No. 337948 11*FOO™OTE: 'SAMPLE ,A EXP. 03/31/16/ 4 FIGURE INDICATES EXPOSURE 8.--0--- E -1- FIGURE INDICATES ¥CK WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. u a u. h:==: DRAWN BY: E.N. IAPMO ER#0195 DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL ANO RESIDENTIAL- STRUCTV,UL ENGINEERING RANCHO CUCAMONGACA (951)741.2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10 0 L.L. 100 MPH LIVE LOAD • 10,20 & 30 pif HORe WIND • 90,100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACIWIENTO, CA 06826 (918)482-7021 FAX 403.1610 1,lie@dur,kim.corn SHEET 17 OF 33 ,Ae#AL. 90 MPH.ATTACHED OPEN LATTICE COVERS,12' OR LESS EXP. B&C 3" SQ. STEEL BEAM DIE.-3.x89:NTBEANI DBEZS.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM OR 3"x8'BEAM EACH w/ A 3"x8" STL. INSERT MAX.POST MAX.POST5 MAXCOL. 6.posT MAJ(.POST MAX.POSTSPACINGSPACING MIN.MAX.POST MIN.MIN.E SPACING / SPACING FTG, Fi- FTG. SPACING FTG, F FTG. FOR OBL FOR 3, x 8' FTG. F+ FTG. SPACING FTG. POST FTG. SPACING FrG. POST FTG. POST ON Sl,3' (SPAN) (IN ) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2x6.551.032'BEAM (IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPE 10'-3 - ,r. 18 -15'-7" -i , r, 20 - 10'-6-- 10'-9"-1 , 0 18- 23'-2>-, 1 0 23> 32'4" f /2¢L n -2210'-6" 10.-90 \ I 0 -20 23'-2" 0 -25 32'-8" \ 08 -\ / 0 18 14'-3"-127- 6'26 29'-10' l9'-2" - 0 19 13'-3"27'-8' \27,7'21 19'-0" 12'-4'1 7-1'-- \ / n 24 25'-10-28 8'25'-10 8.-E ¥ n 20,11'-8.-22 703"- 7'-9" - V 25 24'-4"9, 27 24'-4"31 10'-9-23 6'-8"-7'-4" - /\ 0 20- 15'-3' \ C .M--23 2-29 10' 22 -10'-9 28 23'-2" 21 10'-2"23, 6'-5" - 6'-9' - 1' B 202- 14'-7> \29 -23 10'-2-21'-3'11'32 0 2© 13'-€> / c 21.-393 30 -13'-6'12' C. O.c 26- 19'-8"30 C 4 7\ B 1 \->-8-"=26.-=-5:7 3.>EF-1 1 B -S!22- 21(. 10# L.L.90 MPH - FREESTANDING OPEN LATTICE COVE RS 10'-3" 27 15'-7" G- i 10'-6'- 10'-9" - 27 F 23' 2-5, \/-0'-3" 28 -15'-7* 32 1 /10'-6'10'-9' 16- G l -13'-2'6, 9*r*r 2628 G 14'-343'Ar-%1 / -%1 /34* / 9'-2-- 26,13'-3"3830-9-H- U 87 - 9-Vls:-3657----5- 1 1 19'-0' 7' 1 --7/ 17 -13'-3'-E--r -9 -194- 33*3527 12'-4"- 28 - \/T-W - E-T -17'-1"8'-'4*-35 5 1 1 ------7'-8'27 G 1 17'-1 - 9 36 11'-4" 27 r.-26 F1%:IE 27 G -11'-8» -29 -7'-3' - 7'-9' 27 u A -16'-1" -28 -19'-8" / 12' OR LESS \- 33 r E'<P. 3&C \ 8'-2'- 26 10'-9' -27 E-W -T-Ar -26 -10' 28 -10'-9' 29 6'-8" - 64" 28 W 8'-00- 27 10'-2' - 27 E-9-2711'-8'-0"6'-9'16- G 28 9'-9'28 -,12'33* G -£Ext /132 29 w-»-16 5'-8"- 6' 2" -28 G13' 7'-4" · 38--H-au e -9'4* 30 M -<5'-8- 62"-30<Ht NOTE: FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLU- SPACING ON EXISTING SLAB SHALL BE EACH SIDE AND DEPTH Of CUBED FOOANG WITHOUT SLAB.™E SMALLER OF THE MAJOMUM SPACING SHOWN IN ™IS WHERE SLAB OCCURS, CUBED FOOTNG SIZE COLUMN OR THE MUIMUM POST SPACING SHOWN FOR THE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY.SELECTED BEAM. 33 32'-8' - 36 Aw35 611/ 32'-8' 38 K\ 32 35 J 1/ 29'-10' 3/ 33 J 1 1 27'-8" 17 3 30 H 1/ 25'-19> 34- 1 32 I W -25'-10-36 U 30 H V 24'-4" - 33 29 G, M 23'-T -33 29 a / i 21'-3' -32 I 31 28- G 1 20'-4" -32 30 H 15'-3" 15'-3" 14.-7"m:* -4'-7" - i13'4' -3'-6"1 12'-1]Z>gn.--9/1 CDC/-3155-1-7-/ ItkP No1 E3794812'-10" 30 H '19'-8" %61*<p. 03/31/g¢* FOOTNOTE: 'SAMPLE-,%<*haL j / FIGURE INDICATES EXPOSURE 8 -·32E:%7 / E- -1-- FIGURE INDICATES EXPOGURE C - SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DIUWN BY: EN.LATTICEi LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY:TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE 10,20 & 30 paf DURALUM PRODUCTS, INC.tAPMO ER¥ 0195 DATE: 1001/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING SCALE: NONE ANO ATTACHED HORIL WIND -8269 ALPINE AVE., SACRAAINTO, CA 95826 SHEET 26 OF 33 REVISED BY:RANCHOCUCUOIGA. CA (951)741-2107 10 0 LL. 90 MPH 90,100 & 110 MPH (918) 482·7021 FAX 403-1519 silis@durnk,n.com 10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM • 32 -OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT & MAX.POST MAX.POST 00 MAX.COL. MAX.POST <MAX.POST*MIN.-._ MAX,POST MIN,SPACING1 2 SPACING SPACING FTG. 'POST Fl-37-•·.SPACING FTG. posT FTG.FOR DSL.=9!tte FTG. 2+ FTG. SPACING FTG. PU+ FTG. a FTG. ,M ON SLAB * (SPAN)(IN.) TYPE (IN.)(IN.) TYPE (IN.)226.5'1032'BEAM (IN ) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) 107 -n 19 1!i r., 225' 13'-7" 0:3 / D -27-374 X15'-7 4'-3" 14'-: 3'-3" 13'-: ES-- 12'- 11'4 B 19> 23'-2'25!> 32'10'-9' -25 29'908"20- 1 ID, 28 7-29'-10' 1 25.- 27'*9'-2' 8' 8'-6"21,1 23 -4" B 26 W 0 -22 -27'4" 25'-19" 29 -25'-10"B 3224-1 4 n,c, n•8'-2" /\ 0 22_ 1<0 24> 6'-8"- 7'-4"03•< M o 21_,515'-33 r. 27 29 n 27- 31-*y 23'-2" 13'-2' X 0 -24 -10'-9" \ E 28B -25 -10'-20 -14'-7.C 30 21'-1" /11' 6'-2' 12' 5'-8" -393> /20'-4" / MIN.POST 945: posT m %IYFlIN.) TYPE 5' , 29 E C 32 7' 3955.-9 8, 31 9, 31 10' \ 31 11' \3255- F 12' \3255- F 13'13' 5'-20 357,4.-l \ B 905'24 ->9-10' E -31 19'-8' /9'-5"- LL-3§-334:i242:1 \ B 32342'-19>1 \ 10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS \ 12' OR LESS 5'52"93:3856-1--5-\ 15,-715-r3153--EP75-69-6.19-9, -32'-8" 41-K 32'-8' 38 J -10'-9" 30 - H 1 -<23'-2' -F J 1 9'-9.30 -20'-4' 36 10,_rl• EXP. B&C - 6, \ 97 29'-10" 40 K 6 07'JAN _- iA 7''-2" 29 -13'7'32 1 -194" -35 8'87 - 27 17'-1' 32 I 28 74' 34 - J 1\ 25'-10> 36 J W ·N-25'-10' 38 K 7' 8' 11'-8"- 29 V 7'-3" - 7'-9' - 279,16'-1"-31 1- 24 32=i- J X 9, 10' 31 33 92*3537 J --29>.9--7 -£-43'-30 - 107 30 H 30 15'-3"- fE' -3 ' 14'-7'.31 H -14'-7" 33 - 1 21'-3'-' 2130 - / \ 7'-7'Z--9'-9"- 29 G -29 G 12' /6'-5' 31-9tg' 31 -3'-6' 32 1 9-9-39 ,1 12'-10"-30 H 19'€ 33 -9'-5" 32 30 - 12'-10' 32 I - 19'-8' 35 25¥3*71 1101 1Z M r 1,948 /* NME:' FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOnNG WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. THE MAXIMUM COLUMN SPACING ON EXISTING SLA8 SHALL BE THE SMALLER OF ™E MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAJ<IMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. FOOTNOTE. -SAMPLE'M k--4 FIGURE INDICATES EXPOSURE B -t*33*Sf -T- FIGURE INDICATES EXPOSURE 2 SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N.lATT1CE LIVE LOAD •PATIO COVER SYSTEM AS MFG. OY: TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TA8LE 10,20 & 30 pif OURALUM PRODUCTS, INC.DATE: 1001/2012BAPMO EM 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING SCALE: NOE AND ATTACHED HORIZ- WIND •8280 ALPINE AVE., SACRAMENTO, CA 96826 SHEET 27 OF 33 REVISED BY:RANCHO CUCAMONOA. CA (961) 741·2107 10 # LL 90 MPH 90,100 & 110 -H (916)452-7021 FAX 403-1619 1*le,@dur*m.corn