Loading...
HomeMy WebLinkAbout10179907_4525 W. 5TH - Planr€, · id 6 1 9 6 94.:te N 1.,th,¢1144 Ze I '4 1,·. r 4 W 1. r ; 1·, 24;%;1.1 6 7 7 r , #.lt l ..#' i ' *3 .'41 . # I rA,".5 4 . 1/**& .WI/t..:61, 9/\5 1 RProposal fop P'recFAS ? ,1:4':*2¥f?fi':,·,3,1.i .1 r Aluminum Patio Coverr . .C,1.4 10 16/41 -tul 1 1 ·· · Attach to fascias t.' 51 ..,4. 19:hal,1 r,1,2 t. 1 .-I-=1-- , " 2 . . fED 73 31 '< t#· ' I · ./ ,A. 031:,2 4.: 4.': i ki» 4-·'40' 44<'·4* 4%&yA 4*44*, o ,1 - · 'ACCEPTED FO-ab 42=.*s,c 9&4 1*'pt/<* ; ©4,31:.22*A DOOT i a LI .. IZTPARATE PERmr -·I ·. ZvTTOCCAL, PLURIBII[ , 2.3.=t of Mans and speci- r 851 timas and it is unli e of Santa Ana. Living Area i 27.5' - 114'd to permit nor be an- u i.:ceptance of this plar- - 22' | 50' Front erJ'ed By - CITY OF Led--) :?Mt) 1 :1; 't .4 , 1 1.': i -41 1 3 +Stv .d . t t C,-/M - . ./.0 . I ... £4 ".i,&,'.# fl- 2.::, . 22'Garage i 20' . D1 : ./ "' ';0,34.ht,J' PLANNING DIVIONS Homeownerdan¥,niegrinh Do >ceol 31- I 10570Adilress: 4525 5Th St - .............SaniaiAha,LCA-927-C'- 18=LE=1- Al,wl= YANNER -:.1 ·TE ID- 1-7-IS , I ·• Jl 2 :-R.KNSFERRED°BY'V DATE .."-'. . .. . , .......1' . *109}:.AMNiNG.1.N@pECTION REQUIRED: 20'.1 g,, , ROUGH f L ti'...9 , .: FINAL NONE (714) -i. -31*C.. ....- =. :-··- ·.-·-···=.·---·,- .'-r> [Di PUGS FOG FUTURE RE\·'ISIONS.i:BJECT V.0, jTEM-E:f CHECKED ND CONDITIONS ·R;01'ALTERA'TIONS/MODIFICATIONS i...>.-t"ER?ALS TO MATCH EXISTING 1,12:r:' A'cr·,4 44:>CA k,·i} i ;_.A:q;j,SCAPE PLANS ------------- U, 16 1 1 1 7 1 ARCHITECTURAL STRUCTURAL ACCEPTED FOR CONSTRUCTION 1 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING & MECHANICAL PLANS Thls - 01 plans and specifications must be kept on the job 1at all tim: and it is unlawful to make any changes or ]atterations on same without written permission from the jCity 01 Santa Ana. :'. I, I' 1 he acceptance of this plan and specifications SHALL NOT be held to permit nor be an approval of the violation of anyprovisions of ANY City Ordinance or State Law. Accepted By,- -n.,o 1/-7 - 1j CITY OF SANTA ANA 2//uued //,6/ :h -5 D . c. . I PERMIT TYPE:CE*993 ELECT PLBG MECH GRADING PERMIT# o / 1 99/) 7 OCC.GROUP /2 3 CONSTR.TYPE \./6 CODE EDITION 450 * 10 FLOOD ZONF FLOOD ZONE CERTIF. REQ'D YES( j /52-9.MICROFiLM YES 42-9/ RADiANT BARRIER ©ROOF YES !0|43 RESIDENTIAL DEV. FEE YES g12 1 SCHOOL DISTRiCT YES 1*23 t i.4 2. , 4 4 GENERAL NOTES AND SPECIFICATIONS: m 1), THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PAnOS AS REGULATED BY APPENDIX I OF THE 2010 CALIFORNIA BUILDING CODE, APPENDIX H OF THE 2010 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H26 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE INTERIOR METAL 4'-0" SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN NOMINAL 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN .///9//<THE QUALITY CONTROL SYSTEMS MANUAL.\\ b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS <r FOR 3105+126 ALLOY AND TEMPER. ™ICKNESS OF SKIN SHALL BE AS SHOWN IN THE p.. APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE EXTERIOR METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL. -THICKNESS (SEE ALLOWABLEc) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE:SPAN TABLE) ADHESIVE (NOTE 2d) -FOAM CORE / (NOTE 24 EXTERIOR FACE (NOTE 2b) / ADHESIVE INTERIOR FACE LENGTH (NOTE 2d)(NOTE 2a) (SEE ALLOWABLE \ SPAN TABLE) I \\\ \\ \\\ , SIM 1. 6.- \\\€ ·-mON -44 \ 0- u. 9 CEO 0 " 3 <W E Z 5u 0- 0< of O. 2, 1) PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY ONE OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS MANUAL. THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS I MATERIAL PER TABLE 8-A OF ™E 1997 UBC. THE FOAM PLASTIC IS CLASSIFIED AS TYPE I FOAM IN ACCORDANCE WITH ASTM C578. FAN BEAM --I (OPTIONAL ON 4'-0" WIDE PANEL) g L U N O 1 < .0 O 25PANEL INTERIOR DETAIL /Ah\ 3 2 NTS - CO O < LU - EXTERIOR SKIN zk t[--1 ES J1 2% :0: 00%:000700 :f>0 00 0 a :eptonlhajob: fly Chati&68 014 / ---L 4 ,:sion from thk17 HCD/CALIF INSIGNIA I¥PICAL ROOFARAINEL PANEL EDGE DETA16 NTS NTS £.'ation of any O -- 0 XE 2 95 2 oi 0 0502 d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER MORAD M-650 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY, AND RECOGNIZED UNDER ICC ES ESR-1023, OR ISOGRIP SP5050O, A PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY AND RECOGNIZED UNDER ICC ES ESR-1140. THE ADHESIVE IS A CLASS 2, TYPE Il, STRUCTURAL ADHESIVE, UNDER ICC ES AC05. 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S) AND/OR DEFINITION(S) OUTLINED ABOVE. 4) THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. INTERIOR SKIN 2,3 -i C a *2%*: E X£209 -FBH- 8 ___0117020 13002 0 *a 1 9 2 1 .waz g 0 E i g: t6 EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITTED. 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUAllON REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR EACH SPECIFIC PROJECT. t=0.080 - ALUM 6063-T5 \- 3.1\ lilli O 00 4 0.0 I<24 ,-00 0 , 0 0,0 .00 CL PANEL .0 1 4,0 -O 0 0 1%009. do o o ic·5·. 0 0. 1% 41 L 0.0934- - 0.0934 - - 0.08001.5000 0.0800 - - 0 7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN UM** THE ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT..89.°040 .7,0 6.,0 .-L- 8) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED, HOT-DIP GALVANIZED F .. 0 0 00 +004.000.1.:..8Coot·o o·°oooer:48°;ao-°·% 1°°0 OR ELECTROGALVANIZED STEEL. 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S IDENTIFICATION NUMBER SHALL BE LOCATED AT ONE END OF EACH PANEL. 10) FASTENERS SHALL BE #14 SELF-TAPPING SMS AND 1 O.D., SEAL WASHER WITH NEOPRENE INSERT. THE FASTENER LENGTH WILL BE 1- LONGER THAN THE PANEL WIDTH. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES RESPECTIVELY.FAN BEAM DETAIL 11) 01 rfUL 1 Urltze INUL.UUCU v,fil r,11,1 inia raurv,oc or·,ALL. Ivul ec A i I tiuncu w 0,11•UL-C= L,v- STUCCO SYSTEMS.NTS 12)SNOW LOADS PRESENTED WITHIN THESE PLANS ARE "EQUIVALENT- UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, DRIFTING AND SLIDING SNOW. ----RO.0200 S-J-U-U%-E-•+--e--'-r-E-%-A--2 -a 11* 13 53 5% 8 i 2Z 2L RO.0200 OL g D.-M#De.k H3.5000 6< 12.fwIS:lfi o P fi oD. Z Pi'&1122:% U z Cw E .8-0* O 1 >g gs/3·E 02&2.v = /Ch &20 8 & 2.52 9 0 0 a <. 6 0 a.£=6.-5 4 5 W & UN **22 ul - E2-0 Ec »ca2 B. #20 4 2 X .-2,4*-c O 0. 111 4/13 TJC 6/12 TJC 3/11 TJC Afl 31vo 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND SIGNATURE (IN BLUE INK) BY THE ENGINEER OF RECORD (EOR) OR THE FACTORY BUILT HOUSING APPROVAL STAMP.ECEIVE 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A -CLASS B- RATING. 15) UNLESS OTHERWISE NOTED, THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE OCT 1 7 2013 STRUCTURAL ASPECTS OF THE SUBJECT PANELS. NONSTRUCTURAL REQUIREMENTS OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR.City of Santa Ana 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE (1) CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA-LRP-2410 €102 8 0 AWN DATE SIGNED: SS/0469 V O No.1 s Lxp./13 X Cl-09*2 F CAL\2. U d. 00. ,*ve:La2* V41[) IF NOT WAT SIGNED WITH BLUE INK V' .... WET SIGNED DOCUMENT HAS. EMBOSSED CORPORATE SEAL- / 3 1 1 1 1 1 1 1 1 1 Loading T¥pe Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3' for Uplift Wind Loads Allowable Span Table and Uplift Fastener Spacing(1)(2)(5) 3.00 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf r. 16'-0"12'-1"lilli 17'-0"14'-3"12'-6"11'-3"10'-4"8'-10"7'-9"6'-10" 6'-2"5'-7" 16'-0"13'-8"12'-1"11'-0"9'-10" 8'-6"7'-5"6'-8" 6'-0" 5'-5" 11'-4"10'-2" 9'-3"8'-6" 7'-5"6'-8" 6'-0"5'-5" 15"11" 9" 8" 7" 6" 6" 6" 5" 5" Minimum Panel Slope (Per Foot of Projection)(4' 3/8" / foot n/a n/a 1/2" / foot NOTES: 9 CE Q(1) - ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX ,2 -, . CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF THE f <cgig 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2010 LL M coe CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2010 CALIFORNIA RESIDENTIAL 9 J}ti o CODE. - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN 0 00 6 "EQUIVALENT" UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS 2, M99 E PRESENTED IN THE CODE AND SrTE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING ¥a.@OG Z SNOW. AFTER DETERMINATION OF THE APPUED PRESSURE, THE ALLOWABLE PANEL SPAN IS U. 34 4- 9 5 EdDETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD D _,hz w a COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH g u,@g O* OF THE FOUR (4) LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 f D O I CE 0- @LOAD TYPES SHALL BE THE -ALLOWABLE SPAN" USED FOR THE PROPOSED APPLICATION.5 0,100- <U- C - UNLESS OTHERWISE NOTED, THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 28 9 24-INCHES.c Loading T¥pe Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng w for Uplift Wind Loads A k (1)(2)(5)Allowable Span Table and Uplift Fastener Spacing 3.50 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 pst-50 psf 55 psf 17'-8"13'-0"11 Ilf 18'-10"15'-9"13'-7"12'-1"10'-6" 9'-0"7'-10"6'-11" 6'-3"5'-8" 17'-8"14'-11"13'-0"11'-9"10'-0" 8'-7"7'-6" 6'-8"6'-0" 5'-6" 11'-8"10'-6" 9'-7"8'-7" 7'-6" 6'-8"6'-0" 5'-6" 14"10" 9" 7 7" 6 6" 6" 5" 5" Minimum Pand Slope (Per Foot of Projection)(41 1/4" / foot n/a n/a 3/8" / foot (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL <m SKINS OF 10 DEGREES FAHRENHEIT. (3) FASTENERS SHALL BE #14 SMS WITH 1.0" O.D. PLATE WASHER AND NEOPRENE INSERT. LENGTH 23 OF FASTENER SHALL BE AT LEAST 1 INCH LONGER ™AN ROOF PANEL THICKNESS. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES, RESPECTIVELY.2 5 0 (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES, SUCH AS MULL.IONS OR FLASHING , CAN INCREASE PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PA™. (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECTTO MAINTENANCE LOADS (AS S§ DEFINED IN THE CODE), MAXIMUM SPAN SHAU BE UMITED TO 18'-4" FOR THE 3-INCH AND 20'-0" FOR THE 3.5-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN TABLE, WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 19'-7" FOR THE 3-INCH OR ™AT INDICATED 5 IN THE SPAN TABLE, WHICHEVER IS LESS. >: el 0 4 1 A \ 0-,- Ul 0 3 Loading Type Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3) for Uplift Wind Loads Loading Type Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3) for Uplift Wind Loads Allowable Span Table and Uplin Fastener Spacing (1)(2)(S) & (6) 4.25 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 pSf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 19'-4"141-0" 1 1 1 1 1 - -Ni 20'-0"16'-11"14'-7"13'-0"11'-10"10'-11"10'-3" 9'-7"8'-11" 8'-1" 19'4"16'-0"14'-0"12'-7"11'-6"10'-8"10'-0" 9'-5"8'-8" 7'-10" 12'-6"11'-3"10'-3" 9'-6"8'-11" 8'-5"8'-0" 7'-8" 11" 8" 7" 6" 5" 4" 4" 4" 3" 3" Allowable Span Table and Uplift Fastener Spacing(1)(2)(5} 3.00 inch - 0.024" - 1.Opcf EPS - 0.024" WITH FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf , 55 Fsf 17'-6"13'-4"lili 1 :@ 18'-7"15'-7"13'-9"12'-5"11'-5"10'-7" 9'-9" 8'-8"7'-10" 7'-1" 17'-6"15'-0"13'-4"12'-2"11'-2"10'-5"9'-6" 8'-5" 7'-7"6'-11" 12'-6"11'-3"10'-3" 9'-6"8'-11" 8'-5" 7'-7"6'-11" 12" 9" 7" 6" 5" 5" 4" 4" 4" 4" m tij ZZMH(6) THICKER PANEL CONFIGURATIONS ARE ALLOWED, PROVIDED THEY ARE MANUFACTURED WITH THE 930- SAME COMPONENTS, AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. E¥Apl-AON TO 13 5 1 2 000£ Mi nimum Panel LONGER SPANS IS PROHIBITED. £4'pl Slope (Per Foot C >b O -- 8 of Proledion)(4).2 t:2 fiao %M 0 *m28 1 -EAC r Z1/4" / foot 28 8 9.9Na ZE E,-N. g -. n/a b#SZ'CO CL. 4 3/8" / foot BE 8.092 00 99 32 ke = 82 el· *4=z.FC 0.'JD *f &;51!t ii I O m 16 O0 22®02-20%; 23 E LUA tu O .2 ric .:1821 2 3J £0 Minimum Panel A :E>T=0=,BE J Slope (Per Foot 3of Prolection)(4) 1.L -= 8 1 6 03/8" / foot -® 0>- 00= 20 >- r# 1al9-0> mOCEEa: 4 Z n/a a - 2 c O 802. ° % 5 11 kn/a 1/2" / foot liM 133'siFF*& & % z <l 3 5 O <.> 81 E 61 61-3 0 02% 0844 f & 80 2 % 2 0 -22 0- a A dE€=&5 < 3-n NUN < is®25•22 LU >. m :33:=02 5 m .£ K -1 CO E Z U, 0 le C /32*33% 1./. 04" $ MAN 0 2 M :03NDIS 31VO F ?For Db '044/ N 0 Ex P 31/13 lie CAL rep VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA-LRP-2410 VOID IF NOT WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL INCHAT V.Wa-1 ' I-WI VIV--7 CACIV.I.t[NTO, CA 958264768 REV. DATE BY COMMENT PHONE: (918) 736=4500 FULL SCAUE DATE: MARCH 2011 SHEET 2 OF 2 1 1 1 1 1 1 1 1 - 1 =i f Kl 1 1,11,11:ili111111111111111 11mi"'l'1'ii0: F lit PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. J Lil f 1F i SHEET INDEX : DESIGN REQUIREMENTS : '1"I"il ' 4 dll||||||||||111, 04 4 6. 111 1 41@la SHEET# SHEET TITLE /IDESCRIPTION' #*Ul' 1 .14 1· RP,IkX'EPU!*9 Hi i, i 11111iiiiiiiiiii|11|Illii®iii, IiI,ii ,®aii * ®®ii i i i i i'ROOF'UIVE kNDISN6w LOADS: 10,,20 ANDKIPGUNDS PER SQUAREOOTi. ] T-1 TITLESHEET /DESIGN LOADS 1.: .:': ....GENEN¥illiNOTEs': !' ·I! i: !:.:!. ,L 41||||||||Imm/||1||||||||||||2 ...1.Ii...3046 PAVE *ROCTURhs 1 COMMERCIAL APUCATIONS-,CBC AND IBCC, v,Ri 18. VROOF LIVE AN51- ov¥ OADS 20 AND430 NOS RERSQUARE'FOOTATROOF'......OPENI'EL 1 4111 111111 . . 1 4..........PANE ADDmONAL DESIGN,REQUIREMENTS -A ' 5 6.1....P*El SP*IS FNAT **4 4 -=------.....- :1.,'I¥Aji.kiED *8'kid<'40R SKJCW COAs #IU'h oNri,¢ X444h Rod#' WOA To 6414'sf.b 6....·..... MIMIMUMASTENERShF#N B ' hl 18&' 2[ .BASIC,VVII 10|%fEED) ,1* 110 NIRH, E*g,S,U„0„*S 8!AND C. ' ¢41 11 1 1 8............COLONIN / POST TYPES 3.' WIND OCCUPAHCjiII|CLASSIFICATION·AND IMI#DmrANCE FACTOR: 1 ,0, 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.9............HANGER CHANNEL AND BRACKET ATTACHMENTS 5. SEISMIC DESIGN PARAMETERS10...........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT &0AILSES IMPORTANCE FACTOR: 1.0 SITE.CLASS: D, ,Uill,111111 1 1 1"20.i.......8 ., 'i' SAL CE DEr*IL¢14 , SEISMIC DE0,1 5'j:,B TO IpSTATTACHMENT t lililL'+111 lili lili 11,111;: :: 1 :111,I||||'Ii'4 2 '·'·'. .L,%11illiE ,deNNE¢*1941,SI l' i |1 RESRoNSE MdDIFIckno##Ad.*6R R:1!W!'111111 11'11, IIi'fWIP'It' 121 ®!lilli! :i ima i...8%FW?0'ko AND IEESTANDNGI10•'LL 90 MEM 7.*SIGN*201!IMP*1014&: h k ' I·: 1 .: , il' i 4"m ,# ,&1* 11111 11'D ®11 *0 ?1 6., Eal,IV,LENT"LA.liERN FORCE PROCEDURE i , 1 0 I 1'19(.III*Stil©NSZ* ZC*€'1 2kiPi;2@:22 209122@2*NSMEIN''22 lt·,SC3 / ! 'A MINIMUM Blh ILDIHG HEIGHT.OF'MAIN,Sit RUCWRE (AVERAGE): 20 1B. LEASTBU LOINGW O™OF'MAN STRUCURE: 30 'i '' dll22 & 23.....SPLID POSJ SPACING TABLEIATTACHED AND FREESTANDING 20#LL. 110 MPH, ii A C. MINIMUM COVER S ZE ATTACHED TO 4* N STRUCTURE OR FRE STAND NG: 10' X 10' j24 & 25.....spl!!ID i:0sr SPA¢ING T*BLEI*C,ED AN# FREE#TANDING,H3641 LL. N110 MPH 411'· :1126......1....411TI¢EllitOST SPACINGTABI!!E|AT*,HEDIANO FREEST,AMONG10# LE. pO MPH,27 ..:...1....LATTICE]RtesT SPACING.TABLE ArTACHED'AND FREESTAADING,il 0# L.L. 100 MPH 30...'...2.....LA,Blil'CE,lmST SPACING TABLE'*IfCHEDdANIO FREESTAND NG30# LL. 110 MP31'........·S,9,00i|I|EST SACING'TABLEilp¢,¤ED AND'f¤EESTAND NG 20# L.L.90-110M.F1 Ii,i,' %5.': , ,,5,4JRS6TCL„,„DAltt?f,S,TAD NGI2O#IL.L.*'t?7 P IlL I lip 116 t A Av&*tO fHE 11*8@l'%1;r,18@G AVING"IttliN@18'Eho,C ! 1 4,[ '11 111 #/ : 11 1 110 01 J 1[ . 1 11 1#EA¢A PROJ¢CT 0!!11®U.'./.".'..)'"'INCLUDE ONLY *PERTINENT SITE-SPEIFIC„'STROCTUR COMPONENSt TED ,"dALCULAN@#SiPKEPARE[El|jBM"A REGISTERED DESIGN„,,,.<WrTHIN ™IS ICC,SED EVALUATION REPORT il<r, A MINIMUM, SUBMISSION ORA ' | ?"F1111111111111111111111111111'L 1-BUILDING' PERMI'lii@l!1Sl|IRCLUDE THE FOLLC]*INGI'INORMATION FI,OM?'' | IPROFESSIGNAL SHALL BE SUBMIT-EED TO 11kE BUILDING EVAlUATION REF*RT: ' " j J ' ||||1|1 " ' ' l 11 1.11 1 It11 1 OEFICIAL **1291 ISTRATING]lmlf,1¢F THE, DESI,01@#NOWLOADS A/nTLE'SHEET,*101,GENERAE NOTES.4 111111111111111111111111111111 CE' 1. 1.1'' 111111111111111111111111 1, 1B.'STRUCTORAIICONAGURATION (1.e'..'SOLIDIORI[LA i ROOF, FREESTANDINGORDO:NOI'E)*E TEALON¥60#IE RROF'SNE*i#OADIS 11 1 |, Al;TA¢Hto).Ammml1'Ill 1 ijAD1 &1 1®1111111111" 1 1 N i SPktiMIED ON fHE PLAMS; NOTHAT 'CALCULAFONS' SMALL T¥1&1QUANT1?131:., 11 11111'U, 1 C) BASEOON THEIIREQUIRED DEIGN C ,,ISIFE,SPECIEIC RAFIER AND/ORPANEL mmlili - 1I mill°oi,iING SIZE »ERE REQ¢IIRED)11 1111111 1"li ,11111111111111111 1 1|'BASED ONT@EIS IIE{SPECI¢IC DESIGN LOADS' "11608,INGLUD'ING' BUT'NOT LIMIWED TOI' RAIN-eN.' 1 E. XPPROB..IATE' s™UbBJ211'6'14¢s,i "11'1Ililllilii,1 III I '1 ' t. 111]111,11 liliF.,DIHER DOCU NWilgN THAT MAY BE REQU RED BY THE Lk*L AU™ORHY . „SWRCHARGE'06*0 ' UNBAL,*INGED SNOWIAN@'SNOW DRIFT.iii IFHAVINWUR IC'91. 1.r 1 1 1.: 1 1 111 l .J lilli. 1, 1y.1111111111 $lillillb 1 *1 1 1 1 ,1:11'ill i 11 11'U 4 .1 1 lili 1 111,1 Iklly' ¢. I Il,IA Il m' I E 1/'f 11 111111 lili / J. r i u 1APMO Elbl 0195 dlllIlllIOIlll h = f 1|1|||||||||||||| r wiwiwmmw. *, K Wmm"mmill' 'bkAWN MY: E.N.· . 1 """""""'1111 6 To'k,1 cjmlm'211"t As*x:IATES ,}iNG'"B"wmmm'111 1 11 1 1 1DATE: 10,012012!&CALE NONE · , ··il' 1 '1111!11'lilli CBMM8O1 ANDINEEGE#!1!UL SThUCTURA¢'ENGJERIN 71'rLE SHEET ' ' 'RANCH21"NE@SNe•,DESIGN LOADS REVISED GY:d< '{961' 41.2107 0®MIWill'1111111 i1111111111111111111111 , ']Illl]Ill'Illl]Illl!1]111 Il:ilrvE LOAD -1 1 btla,m 190. 00&110 MPH 11U1111111111111111 . , 1 1111111111111111 11 ft PAINOIICOyER SYSTEM ASMFG IBY 9 6 452 702 FAX 403-1519 *4/el@du·nk,r,worn SHEET T-1 Bmmm i ¢ 4 I- i *®'Ap *mlm,10 @imm*., Miwiimm*,1,4 1@11 7 = --- 1 j PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 11' 11 .11!2!1!1111 .1!Iii!.'!·I, 1"i 11 1f ©uGENERALNOTES: 1 1 1 0 : 111„Ig. 1.1 e %1 4 1 - 1%%42@ GOTHERESIGN COMPLIES WITH THE NTERNATIONAL BUILDING CODE,'2009 INTERNATIONAL. RESIDENTIAL CODE'·'20 0 CALIFORNIA BUILDING & RES DENTIAL CODES, ASCE/SEI 7-05*1!NIMUM ®11'CODES : i, ill *, Ill, 1" [ ' d"I i,glilli!!11!1 4011:.J id 1,1'Il' ..·-·1111 9 1 1 1,111 4111 0E51GNILOADS FORBOILDINGS *0 0™ER STAOCTURES 0THE 2005 A£0#01NUM MAr l.lAL 1* , ''., 1r0 1 1 *1 1111111111111 f 5 111111111 1 1 11 1 j 111 111 1 Ii,11111;! * 1 f % ,#i ' DRAWINGI|NailiES' : j 'i ' I 6 '' J I f 72.'All ITENtSFERTAINING,TO EACH INSTALLATION (TYPE BF ROOFANEL HEADER SF'AN COLUMN SIZE, EHC.) SHALL|BEC RCLED AND CLEARLY DEg F ED.*#11:i 'Acti,!!It?,*ILATIO§*11.,BEAIR|Wiloit'npq@*49„IND 411 NIGIDIE NdE,6MRADORESS :OF ™EiNIANUFACTUIER 'bESIGN LOAbS AND EN¢illes48, LITY. A, il# i 14|{ ''"ti'12®Wl'41§,S A*SPEgICAI[{ONSUSI|IOWNREPRESENTHE FIA|SHEDI'STRUgURE 'LINCESS,|OTH&BWISE UOTEDPAND'80 NOTill;Iblb*fE T E MET¢(OD Of CONSTRUCTION. THE| h Il l Ili , 5.,'THE,9,#'::OSSOMSND SPEFNSKS<p0****20¤#22**1*2**2DEDtY 2'll, 1 11 'lf '''DEP,4,ER'[1; THERE SHALL B NO DE*lATICNiFROM',THE f¢*ED PLANS *Nb,,SPE,(,11%19100NS WITHOUT,AN APPRO*0 CHANGET'OR!,DER. I|||||11' 11 j (11 111:.1d , ' 6. fREESTANDING COVERS' Si'*u d@1¥NCI!:68D Wh'H ANY'-TYPI®F §&16 6#i,MES!Ill,0!*il@L. 11:'4:' '1,1 IIi 1 11111111111111111 111 11/4111 11 41111 . 11111111 II'lll' 11'.d f W IL Mm diN22:L g * v tp 1111, k '14 11 ' '8.' AN ATTUAED COVER MAY BE SEE TO AN EXISTJNG CONCRETE SLAB PROVIDED THE"St!!AB IS AT LEAST 3 1/2 NCHES THICK AND IS'LOCATED N AREAS WITH'A' FROST DEPTH OF ZERO AND', , p ,7,. 'ALL NEI'COK|CRETE,FOOTINGS'IS,·•;*,RAR 0,¤MiFIRM,B}4AT0*IillilbISTURBEASPIL 01111§E„„,I,FIED FILL.,i' , A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE N ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. lili 2 7 1" DESIGN CONSIDERATIONS: 2 111111'11 111 '11 1. 1 1,I i'ili ' '.1 4'i Zi'S'.03|'238RSf@%46?litI92..F.I,PAN.E410: I..CH #El@NIf ' m '4 J 1 1 111111.111'Igillillie 11'BIL#1 1 111 I 1 lilli lilli 1 111171 11,1 11 111 1'15. COVEBAIAM#fL NdT BE INS:rALUEb|iIl,,EAS NAA'kills, R'b*.E#|@AD ESCARENTS|S DEFINkD IN ASCBSE 7 SECWWON 6.5.7.1., i ) 1 / i-,1· 77:2#WNf'1113,717'NHE[FRS711ERI NACCORDANRE WI;1E' 7/ , © 11, THE lit#TI*,P). CpyER M EAN . CO'iIlig,IGHT (14."44 DIVID.D, BMIil]HE COXERI699JECTION 01@IW,IDTH ,(P. Fl ). SHALL NCI[, ' CEED,ipNE (1) i,l '18.rniE BATIOI®?), COVEA"V,61GT |L Flnj'PIVID'glb BY'*IE C00'JER pJECiION Of.VIDT},1(P'frilill|SHliNOT.I,#LESS[ ', , NE(el, 4'4|11|||0| . . | lilli 111111 1 ®*®lilli.1 82%*111!4 *NmwiIlililli a¢#*0%1111 imimimMATERIAL,iSPIECIFICATIONS:g, r I 9. BEAMSIISIWEBE SPLICED OVER THEICENTER SUPPORT ONCY,OFIATHREEPOST'CONDIRON 20. 4LTE'Bl,TE,LUMINUM ALLOYS PAM BEiSUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED W TH THE ALUMINUM ASSOCIATION AF D HAVE EQUAL OR GREATER·iYEIL[) AND 4 Pf r '12'ULI),M,AP1imEN471116..f 11111111111,111 '11, 10 P'.1/,1 1 lilli lili lili /1.4 4/ 11 lilli I | (. .'.'f 1 IN' 11'F 11 1 11': ®11 lili ( .1... 7 ®11I, 5 21: goN,59,„,,6,1,1:'ALJ, HAVE.AJMINIIUIUM28„M, Y C,b==:'=Ztw 1 'f' MA@ItN,fNG FtRt ls 200 POUNDS a idk!,4E PR FO(]1|F FTIN' E1.i': i S % ?2,2 :,DES lIG„„¥!E¤FIitAL:,SOIL BAR ING|#ESS,6 RE IS .i,' 4|l'li'S- EUDITESEFLPRESRSTTiDSNVGRUST.6'bR EQI,104'KklNTED1'8*NpRo,'bIND C62'OAM okt'llLes#8I?'tt"s,il¢diIri 02ks' "'.' '. i'SHAE Cd'" ' 'NEORM TO ASIN APZGRADE40.11 11 J 111 11 1 11'1111 1111111 111 1 lili 1 1 .It 11!I, Fl : 1 IIlll' ''" F·' ; B 1 0-'il d i , 9'4 24. IFASTE'*E*? ALUMINUM ,OLTS||plLL BE 202+T4· STEEL BG,l@,S,SHALD,BE ASTM1A-307i ||AUL!11BpLTS' SHALL HAVE!**i'0180.CUT PLATED WASI15 1 WOOD AND LAG SCRESRE REQUIRED TOi: 'il '?@%&*Ei':,,0,'*%*%3Ei,klil?kikeb:72'N**90-ES|'i2*0'ICC?9RrEIBkE0 MAsjN ,,, '11'ti *:,WHEA*WEK*D 4**IQUI@Ll!1'AINI:SPACING,WHEN'.8iAR HG 01 44 CONC,**14@8 161)11(0*IbTO OSEIWITH,RES,IbEWFI, PAII®6*ERS ONIL,il l ,k' |1' 111, r L-&<Il"I ' i,, " 28. SOL©,161"UTTICE'AEOU'ikIUM*B@;*"*RE ¢Usa'A kodF"AWEM6LY l'A,ACCORDANEE WIM SEC¥,iON 1508:2, E)(CEFAdN 2, ' '' ' ' "' |||||||||||(-h 1 N 1,1 11,4,111 1 -/ 4.1 :.11 1U TABLE 1 -REDUC'TIONFACTORAPPLICABLk ·Ill b #MULTII?LE,SPANil'IEN'DIrrloNS| Il I I| I I'i, I' Fg,B ROOF PANELS'j"""ll|lili' 1 ' " 4 il'@MT p wiNb spEEd ANdlIER@8WDRE fllll''Ii' 4'111114 ' ·'.11 1 1 f| ||'111464Lkl 111111111111®INPH , 100 MP,MIQll 1110 MPH , +0, Ps"IE®%!10 EXP. C EXP. B @*",t' 11*XP. Bl EXP. C, 11 Ull'INE'mi WllIE#0 161'.761# Xm14%% %*b ' % 1:'® .0. , , 2'io 'jil' 11'1111'*'111 1.6b". f.ob 411|BEilI1111#00 1 8 6:ho ',J . 11 Il'!11? F 40 il mMmi l' i.ob i.od ill]'88Illl, 1111!1bo ' i,00 3 1 ili,i':-7zi.ielmw 1': i , 16 11 rn--rn„ - 1 \ 1111111111111111111111111111'h; ! 1 1 1 1 1 11 NorpEJALiAOIMPiONENTsARE 1411Ili@1111@MANGEABLE,UN@ESS WHERWISE NO1*DpiVE LOAD • 1| 1 PATIo 66%,ER SYSTEM ASIMFG BY: homz. WIND -8269"ALP1NE AVE. SACRAMENTO CA' REVISED BY:RANCHO CUCAMONGA. CA (951) 741·2107 90 00&110 MPH (918}402-7021 FAX 403-1519 11*Qdh,ThWrn SHEET 1 OF 33 III 1-11111111 2-; 111 - .21--9 > E _4 I y e ATTACHMENT CHANNEL .ENG 4 ALUMINUM SEE DETAIL AND SZ:,7 ROOF PANEL SEE SCHEDULE FOR SPANS 0. SP 'O.H,' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR 8PLICE o BOST ap * SQ. POSTS, SIZEVARIES --- --SCH*9 105 31/2- SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED 741 _SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.=17 NOTE: NO POST AND FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOMNG CUBE SIZE NOTE: EACH ( CHANGEABLE COMPONTEN- TYPE "A" ATTACHED SINGLE SPAN W/CA 74€ PDa RUCTURE VARIFITBE Lfe' i FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING r X 61/2- SIDE PLATES. SOLID PANEL TYPES 1 ATTACHMENT CHANNEL REamn-ALUMINUM SEE DETAILS - ROOF PANEL MIN. 0.25' SLOPE PER FT.rES SEE SCHEDULE FOR SPANS- 'O.H.'NOT TO EXCEED 25% ' -*-_ Wspm - - SEE DETAIL FOR SPLICE - -OPTIONK CANTILEVER BEW CANTILEVER BEAM SEE SCHEDULE FOR / Q JLE FOR . / * POST SPACING *SQ. POSTS, SIZE VARIE,ACING ,23 -1 4 -tde*#=-3 1/2- SLAB , ATTACHMENT ' MAY BE USED bC..... WHERE PERMITTED.SPLICEAT ™IS SE-1 - - LNOTE,40 SPLICE AT 11(ls __-261- ' POST AND AT END BAYS---S>-' bLEND BAYS.--- TING WHERE REQUIRED SEE SCHEDULE DOMPONENT IS INT FOOTING CUBE SIZE , NOTE: EACH COMPONENT IS INTER- WITH ANY OTHER /, CHANGEABLE TH ANY OTHER r UNLESS OTHER'COMPONTENT UNLESS OTHERWISE SHOWN. NTILEVER tb'k "B" ATTACHED MULTISPAN W/CANTILEVER OPTION SEE SCHEDI POS ' SF 25% OF SPIN71 ALTERNATE: -·- SINGLE POST --1 REF SCHEDULE * N&&3794 \ EXP. 03/31 V.Aa* 44-0/GTH Op €IMUG»=-27«---=-ALUMINUM JMINUM ROOF PANEL JB·t :PANEL MIN. 0.25- SLOPE PER FT. , O.8.6 LENGTHOPSZUCTURE VA•,-- SEE SCHEDULE IEDULE FOR SPANS 15*f# TAar 14 ruM SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN 7 NOT TO EXCEED 25% OF SPAN O.H SEE DETAIL FOR SPLICE --------7-<2 4 SEE DETAIL FOR SPLICE -»5*TIONAL: CANTILEVER BEAM ---pos,lr··.ZII->¢:681(AL: CANTIEVER ST SPACINO -' < -SO. POSTS, SIZE VARIES - °28 86,2-SEE SCHEDULE FOR POST SPACING SQ. POSTS. SIZE VARIES -1822$(*S SEE SCHEDULE FOR ALTERNATE:/11 7*/46;EAWEE ALTERNATE: 25*1 3 1/7 SLAB -SINGLE POST 31/7 SLAB SINGLE POST MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE TO CONS™AIN OTE NO SPLICE AT THIS LNOTED'o sp FOOnNG, SEE -- --40 AT END BAYS.TO CONSTRAIN FOOTING, SEE POST ,,ID AT END B*YS. -SCHEDULE - SCHEDULE PrT SPACING 'LICE AT THIS FOOTNG WHERE REQUIRED ==>-- SEE SCHEDULE FOR FOOMNG C 1/2*. gIC,26 .WW riu IE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION FOOTING WHERE REQUIRED -/ i U'19 6==i<SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- 1/2 x r STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN, TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION LAPMO ERO 0195 OfUWN BY: E.N. DATE: 16'01/2012 SCALE: NONE REVISED BY: TOM CAMPBEU & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING UNCHOCUGUIONOA. CA (961) 741-2107 UVE LOAD • SOUD PANEL 10, 20 & 30 pe , STRUCTURES HOREL WIND • 90.100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 968328 (916) 452-7021 FAX 403-1510 -=m SHEET 2 OF 33 1 1 1 1 RAFTER. SEE TABLE FOR SLZE AND SPACING * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 8 1/2' SIDE PLATES. • c OPEN LATTICE TYPES MAX.( 2596 OF -- POST MTH SIDE PLATES * SEE DETAIL \ i MAY.=TOE COVERED 9K*518'481 6 LENGTH OF STRUCTURE VARIES C >><,9« rk:kx -Ok - - POSTWz SIDEP-*NOTE: EACH COMPONENT IS INTER-MAY BEE USED WHERE,¢731/2- SLAB ATTACHMENT SEE DETAILCHANGEABLE WITH ANY OTHER P¥/r'rTED. _.0--..-*34*COMPONTENT UNLESS OTHERWISE SHOWN.SEb N\\ EACH COMPONENT IS INTER- ,/'3 Wr 508 kNES»:Ewt 4-MAY BE USED WHERE..882 SCHED. FORm,offm,drf->Zid.BuinNT UNLESS OTHERWISE SHOWN.SEE SCHEDLU PERMITTED.OPEN LATTICE-TYPE COVER 1 FOOTING WHERE REQUIRED, SCALE NTS KIAY.=LBECOVER.y/'rlY*y-b/*\m -\.SEE SCHED. FOR FOOTING CUBE SIZEETYPE "E" ATTACHED SINGLE SPAN LATTICE STRU 95 t·01 TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTUREA # r NMC3794·33 /·01 /1 NOTE: THIS oPEN WTICE TYPE STRUCTURE .... ..,1: .. 4.-7 ..1 . e.,P:4 1 AND SPACING LENGTH OF STRUCTURE VARIES CR-Ema SEE POST 06555/ 1.-,te /7 -31/7 SLAB NOTE: EACH COMPONENT IS INTER- -TO CONSTRAIN -' /' PAY BE USED CHANGEABLE WITH ANY OTHER 4'00 FOOTNG. SEE COMPONTENT UNLESS OTHERWISE SHOWN. *44 SCHEDUE OPEN LATTICE-TYPE COVER -04 FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE h.e LENGTH OF STRUCTURE VAR - * POST CMECRO,46' 312 948 SEE POST DE* NOTE: EACH COMPONENT IS INTER-<>/0-%18:= CHANGEABLE WITH ANY OTHER SCHEDULE FOOTING,SEEI COMPONTENT UNLESS OTHERWISE SHOWN. ·IERE REQUIRED SEE SCHED. FOR FOOTING CU88 SIZE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE \ -4CFOOTING WI 1APMO ER; 0195 DRAWN BY: E.N. DATE: 101/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951)741-2107 LIVE LOAD = OPEN LATTICE 10,20&30:,f STRUCTURES HORIZ. WIND • 90.100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. 8209 ALPINE AVE, SACRAMENTO, CA 96826 (916) 452-7021 FAX 403·1519 Sak©Ar"%".)'n SHEET 3 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS_90/100/110 MPH EXPOSURE B&C 25' ,. 1 -11- .67'T=SEE TABLE BELOW --L- &*4.3/6 Iraii/8/Li/ELQL - 15 /IN[Z-- 4 50" --- - JUk No. c37940 M." 24.00'f.the. 03/31/ ' |1, 1 1.r 20· l7ALUM. ALLOY 30044436 OR EQUAL /Wh#.ALUM. ALLOY 30044138 OR EQUAL 24" TRI-V PAN (SEE NOTE 1 BELOW)120*31/2" W PANEL (SEE NOTE 1 BELOW) L.L.=PANEL-r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN L.L.=PANELT 90 MP 1 SPAN 100 MPH SPAN 110 MPH SPAN (PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C (PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C 9-0' / 2-0' ./ 8'-1' / 7'-T / 7'4 / 5'-6' ./13'-1'-M 11'-7'-M, 11'-9'y# 100-4'-M 10'-8'-M 90-6' -, 3.00' - 4.50' -4.50* - 4.50' -1 ' 3.00' - 1.125' 1.125' 2 N ·75. 70 ·015 ' -- .020 /121· /1*r /106· /16·,·44:r /'<4/11'-3' /10'-r / 10'-8' /9'-10' /10'-1' / 9'-3' 10'-4' / 9'-2' ,/ 9'-4' / 8'-3' / 8'-7' / 7'-7* /14'-7 -*12'-10-. 13'-2» -. 11'-r -.* 12'-0' 2- 10'-r -10 .024 y** -*.-- -0-/ -,- -. /13'-20 M-12-3" M--12'-4' /11'-r %-11'-9' /10'-10 124 / 1(y-r / 10'-I,/ 9--, 9-1>/ 8'-8 ....032 /15'-4' /14'-3' /14'-8' /13'-4' /13'4' /32'-8' NOTE: DETAIL FOR / / / / / / PANEL FASTENERS /15'-8- /14'-8" 14'-9* /13'4" /14'-0- /120-10- ARE SHOWN IN 10 17&6' / 15'/ 15'·/- 13'-5/ 14'-3/ 12'-,/TABLES 1,2 AND 3 .032 SHEET 6 OF 33./18'4' /9-1' /17-3' /96'-1' /16'-4' /15-1' 018 930/ 8'4» -' 8,42>/ 72>./7'-4' ,/ 6'-6' / 9'4' /55· -9'-1· ,14· /'· /8'-3'040 19'-1'/ 1 7-7> 17'-101/ 150-Er -,+ 16'->0 14'-,•- /10-r /9-r /0994' /18'4' /018'-3· /fh·-10· 104 / 9'-2* / 9-4,/ 8'- E-7% 7'.7/20 .024 / -*- --.020/11'-1' --10'-7' *-10'-8- *-10'-1' M-10-3' /'9'-r 12.-1%.00.- 11'-S..0/ 11'->0- 10-4 1015/ 91>' /11'-10' /1-1'-3' /11'-4' /019-9 /11'-W /010'4. .032 13>/ 19-r,/ 19*'00' t>/' 9-13>' 8.S,/.024/12'-3' /17-3' / 12'-3 #*-11'-8* "11'-10'/'11'-2' 13's/ 121>00- 12'-5,/ 11'->.' 12-0',/ 10'->0'/13'-T /12'-r /17-8- /12'-0 /12- /11'-6- 20 E-r / e* / Eg// 73>/ 73,/ e< /1 5 ' · 0 / 1 4 0 -5 k 1 5 ' - / 1 3 ' - 5 0 0.- 14 '- 3 M 1 2 ' - 7 " 2.018 .032/ 8'-4' / 8'-1- 8'-1' / T-9 / 7-10 / 7-8'/154 /14-8' /94'-7 /14'4• /14•-27 /93-4- R / 9-T / M / W / Er / TAI /17'-8- -,- 16'-8' -M 16'-9' / 15'-9' -0 16'-2' / 14'-4' ,30 024 ,- -*-/ -,-/ /040 /9-3 /4'4' /16'-r /15'-8' /fi·-10· /9-0- 10'-9' / 100-7- / 10'-9" / 9-7- / 9'-101,/ 8·4'M 10'-7 - 10'-2' 10%3' -* 9-1,· 10'.0' -* 9'26' .*n/// \.020/ 10'-r /10'-9* /10-90 /10'-r /-10'4' /10'-2'/10'4' /16'-1· 10'-2- /1.8- /9-10" /-9'-4' 11'-9'/ 11'-E./ 11'·>0'10'-1 11L1>- 100-8 ,FOOTNOTE: 'SAMPLE'mk / - /11'-8' /11'-2' /11'-3' /10-g· /10·-10- /10'4' FIGURE INDICATES ATTACHED 4-A 13* / VE·W / 11·W / VE-W / 1Z-17/ 1747 30 --FIGURE INDICATES FREESTANDING 832 / / ' // 13-r /11-1- /13-r /17-r /'G-r /'G-r 15'4' / 14'4 , 14'-10' / 14'-3' 14 4 13'-W' -/040 7-///15'-20 /14'-8' /14'-8' /1-1' /14'-3' /13'-7NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLEL SHEET 1. 1 W'MOER¥ 0195 DRAWN BY: E.N. DATE: 10/01/2012 SCALE: NONE REVEED BY: TOM CAMPBEU & ASSOCIATES. INC. COMMERCIAL AND RESIDENnAL STRUCTUFUL ENGINEERNG RANCHO CUCAMONGA CA (961)741-2107 PANEL SPANS LIVE LOAD • 10. 20 & 30 pif HORIZ WIND• 70,90 & 110 MPH PAT10 COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS. INC. 8250 ALPINE AVE. SACRAMENTO, CA 95820 (918)462-7021 FAXLOS-1519 latio®dtalhan=m SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PA:BAS:=:6- 6.7r 09R (I.S.) - .67 ,Au. UNMMNO RA" J 'A> 74 1101 2.5'0\rn 45K TYpt \A138' A -No. C379489 /* 1.97 j.75 1.97 1.75'[ 1.97 5.25 / 7,25 fEXP. 03/31/,6 / 8.00' / 8.000 ALUM. ALLOY 30044(36 OR EQUAL ,\23\ 8' x 2 * FLAT PAN (SEE NOTE 1 BELOW) L.L.=PANEL-r 90 MP 4 SPAN 100 MPH SPAN 110 MPH SPAN / L.,.,.(PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C V 90/100/110 MPH EXPOSURE B&C r x 2 )5' FLAT PAN (SEE NOTE 1 BELOW) L.L.=PANELT 90 MP 1 SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C 12©,0/ 11'S,/ 11'3>/ 9'-101.0/ 193>00- r2>/ /3'-3' /12'-4' /17-7" /11'-8' /1'-10-/11'-0' 13'®,/ 11'-5/ 12'2>/ 10'-8=,/ 1120>/ 9-S/' /14'-2* /13'-2* /13'4' /2'-4' /12'-r /0-11'-8* 15'-2.,/ 13'-4" / 13'-8'// 12'-1/ 12'j>/ 113>0 /15-62 / 11-N / ihhe / 13 -Er / 174; / 11>E .018 .020 10 024 032 .040 018 020 20 024 032 040 018 .020 30 024 032 040 .020 11'#L./ 1011>0-10'3>' 9'-1>/ 9,-4,18'21/ 16'3 16'-2 14'-9'15'-3'13'€' 120-3' / 11'-6' / 11'-7' / 10'-9' / 11'-0' / 10'-2* /18'-0' / 16'-T / 17'·0" ./ 15'.9' 16'-1' /94'-10" 024 133>' 113>' 113>0 1°3>0- 19>0- 9,6/0 20.-13>/ 19.-3>0/ 19IC/0- 1Tg,0/ 17'-50/ 15'g. / 13'-7" / 12'4' / 12'-9» /11'-10' z-12'-2' 11'-2' 10 16'-2" / 14'-6- -0/ 14'-8' / 13'g,/ 13'-4' .** 11'gok.032 M'- -L -- 15'-10' w-14'-9* /-15'-0* /13'-10" M-14'-2' 13'-1' 040 1tl>/ luc'' 12>' 151>/ 15'3>/ 14'3/ NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. /20'-r /19'-2" /19-4' /-18'-0' /18'-4' /17'-00 11'-f/ 10'-9* / 10'-loy 9,-1-5 10'-J/ g·-E/11'-2- / 10'-8- /"'-9' /10'-2" /10'-3- /' 9'.8' 12'-1k 11'-6/ 11'-700/ 10'-8/ 11'-10/ 9'-91/ -17'-9* /16'-8' M-16'-9' /15'-7' /35'-10' /14'-8'#*-11'-10' 11'-4* -11'-6' 100-9- /'11'-0' M-10'-4' 020 103>/ 1°3/- 100/ 9.-20 9,4. 8,2 1311>/ 19>/ 12'g,/ 12'4» 12.-1·11'-0' 1004' / 9-le / 10'-0" / 9'-4* / 9'-7' / 9'0' /13'-0" / 12'4* / 12'-4* / 11'-9" /11'-10' / 11'-2' 024 113 11'-1 113 1°37 103 9'-6.15'/ 14'3/ 14'300/ 14'-0" 14'-2'13'-4' / 11'-6' /10'-10* / 11'-0' / 10'-4' / 100-7- / 10'-0' /15'-2' / 14'-6' / 14'-7' / 13'-9" / 14'-C' / 13'-2'20 13'-r /12'-10'/ 13'4* / 12'-3' / 12'-6' / 11'-9- /16'-8' .*- 16'-8' / 16'-8' .k 16'-0 /'16'-2' / 15'-3' 032 13'4' / 12'4' / 12'-9' / 12'-2' / 12'-3' / 11'-7' /16'-8' / 16'-6' / 16'-r / 15'4' / 16'-0' / 15'-1 15'-2' / 14'-6' / 14'-7' / 13'-10'/ 14'-1' / 13'-2' /10'-7 / 9-r / 9-E / 9-3' / 9-4' / 94' .040 - 15-0' / 147 / 14'-4' / 13'-7' / 13'-9" / 13'-0' /9'-10' / 9'4" / 97 / 9'-2' / 9-3' / 8'-9' 9-3' / 8'-10' / 9'-0- / 8'-r / 8'-8' / 8'-3' /10'-7- /- 10'-3' / 10'-3' .' 9'-10' / 10'-0' -=* 90-6' .020 9'-2' / 8'-9' /'-8'-10' / 8'-6' / 8'-7' z- 8'-2' /10'-6' / 10'-1' / 10'-2' / 9'-9' / 9'-10' / 9'-4' Ao'-r / 9.10' / 9'-le ./ 9-8' / 9·-r / 9-7 /11'-,6- - 11'-1' / 11'-2'_/ 10'-8' / 10'-9' ../ 10'-30 024 / 10'-1- -- 90-9 M- 9'-9-M- 9'4' =- 9'-6' -- 9'-0' /11'-4* / 11'-00 / 11'-1- / 10-r / 10'-8' / 10'-2' 30 11'-10'-- 11'-6" ./ 11'-r .,- 11'-1' / 11'-2" / 10'-8' /13'-6' ,/ 13'-00 / 13'-1'-/ 12'-r / 17-8 / 12'-1' . 032 -11'-90 /11'-4' /11'-4" /10'-10*/11'-1 ' /10'-6' /13'-4' /12'-10"/12'-10'/ 12'-4' / 12'-8' /11'-10' 13'4' /120-10'/ 13'-0" / 10>/ 12'-p/ 123>'040 -..- -*- Al.- / 13'-2' /9 20-8' /'12'-9' / 12'-3' /12'-4' / 11'-9' FOOTNOTE: 'SAMPLE'/96'-8· /16'-6• /16'-7' /15'-8' /96'-0' /15'-0' NOTE 1: WHERE MULnPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. FIGURE INDICATES ATTACHED 4--,/1 r --1- FIGURE INDICATES FREESTANDING DRAWN BY: E.N DATE: 10/01/2012IAPMO EFU 0195 SCALE: NONE REVISED Err: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741.2107 PANEL SPANS LIVE LOAD • 10, 20 & 30 pif HORIL WIND • 90, 100 & 110 MPH PAnO COVER SYSTEM AS MFO. BY: DURALUM PRODUCTS. INC. 8260 ALPINE AVE., SACRAMENTO, CA 95826 (910) 482-702; FAX 40}-1519 Iiles@44#lk,lu:orn 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 72" AND WALL HANGER, 328"AND · EXTRUDED AND 3"x8" WITH 6 >2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO. 14 TEK OR SMS SCREWS » NUMBER OF NO. 14 TEKOR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH E PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH 2 90 EPH 100 MPH 110 MPH % 90 k PH 100 MPH 110 MPH 90 k PH 100 MPH 110 MPH0 liEXP. 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. 8 EXP. C EXP. B ' EXP. C 5 3-3-34-34-3-10-44--5-5- 51 3-2--4/5-/4-/5-/4 6' 3--5--4-4--4-473.-g-4-5--- 61 /5--1-/-5->4--1/5 7' 3--i-4-8.45 5-6-56-3-7- 71 -3-5-34--3-4-45-3-5-/E E 41.--i 5---56 5678 E 34-4-54-4564667 9 4-5 5-6 5-6 6-8 6-78-9 9 10' 0.-9...93_I09 10' _1---3---_L--.1--j 7-5778810 4 6 5 76-8 11, -5-66-879 11'_f!_5_56_6 8-6 8 7 9 9 11 5 6 6 7 7-9 9 5-6 7-81-0-88-0-:&8-9 3-92 94-5 6-75-67-8 3--88--g 15 6 7 1-9- 3.00-·:3%-a, 1% 5 3/ 6.*--7/7/9-7 9 -8 -11 6 7- 7-9-8 10 FOOTNOTE: 'SAMPLE'FIGURE INDICATES FIGURE INDICATESATTACHED FREESTANDING FAN BEAM r FAN BEAM (19'e MAX SPAN) /--T-1========= HEADER j- - FAN BEAM 2 2 2 3 3 3 4 2 3 3 4 3 4 3 3 3 4 4 5 3 4 4 4 4 5 3 4 4 5 5 6 FAN 21/r 21/2'CEILING FAN A._ T OR LIGHT FIXTURE TYP.4-41( MAX. 30 lbs. ) - #14 x 3 1/2' S.D.S. SCREW -#12 S.D.S. SCREW FAN BEAM AT BEAM ' AT HANGER CHANNEL ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL IAPMO ER# 0195 DRAWN BY: E.N. DATE: 1001/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING RANCHO CUCAMON« CA (961) 741·2107 LIVE LOAD = MINUMUM 10,20&30 94 REQUIRED COLUMNS HORIZ. WIND 4 00, 100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE. SACRUENTO. CA 96828 (916) 462-7021 FAX 403-1519 »soar.lum.com SHEET 6 OF 33 EXISTING WALL RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B&C 0 15 2' X 6 1/2 RAFTER DBL. 2" x 6 1/2" RAFTER -3.-- 5 2 T W 8 90 MPH 100 MPH 110 MPH LL T 90 MPH 100 MPH 110 MPH 3· *T-WK-(PSF) (IN.) &8 EXP. B EXP.C EXP.B EXP.C EXP. B EXP.C (p,4 (IN.) &8 EXP. B EXP.C EXP. B EXP,C EXP. Bl EXP.C 024·7 - - 16. .Elfy.3Fy.]AF.z--tri-314--5@-- 16 01122-Lft1%%Lpqj:-1331< 0.5. 5/.-*.I 5.5- -.024 19'-8"1948' 1 9'-8' 18'-4' 024 24-13'-9 2590 1109'11'-9' 11-9- 11'-90 11-9*10'-8'16'-1 '16'-1' 16'-1"16'-1' 16'-1-15'-1 ' 15-7 - 1%-f ms-235 35-0--19-13 59>34'MY -3· 1 r RAFTER r*81/2' RAFTER 082. r x 8 1/7 RAFTERS 18'-6 '18'-6"18'-6*18'-6'18'-8'17'-6'26'·0'26'·0'267 26'-7 26'-0.24'-r ALUM. AUOY 3004·H36 ALUM. ALLOY 3004+00 ALUM. ALLOY 3004408 10 .032 1 0 .032 OR EQUAL OR EQUAL OR EQUAL 9-8 * SEE NOTE BELOW *SEE NOTE BELOW 24- 221*1NE:-*:-.321,1,4.24* ****** 3" x 8' RAFTER 18· *32**42*32*29'-8' 26'-0,28'-6*23'-3'24'-1'21'-2-14444 31-£.1/// 042 .042T 28 90 MPH 100 MPH 110 MPH 192 331-24. 17-"-0,15-15'-·1'r' 1412 %327/24'-4'(IN.) m Z EXP. B EXP.C EXP. B EXP.C EXP. B EXP.C 18'-2-18'-2'18'-2-25'-r 25'-7'25'-7' 16*333. SE_393, 5S 1 w 35/ ES- m'16. 164 ' 14';:. 15eTT 13104; 1'4' 12-r26'-10' 26%10" 26'-10' 26'-10" 26'-10 25'-1'12'-7 12'-0'33€23€2<Kk 16'-3* 1 -1643"6 -3' 16'-3' 15'-9'12-010 .042 .024 .024w 24. 90-, 8', 8'r--,.8'-'-ri 13'-4'12'-2'12'-4'11'4'11'-3'10'-0* 9'-6'1557154-1557 10@24' 13'4' 16- *132:yam w -153> -113:16. 21.*glf/18.6*E/20411417;f#/184. 13.15'-3'15'-3' 15'-30 15'-3'15-3' 14'-9'21'-6'20'-9" 042 18'-2'16'-10" 14'-10'15;4.r 217' 20 .032 20 .032 24' -2SE----.137'24 -427-17-7-AF»**19714'-1'11'-r 11'-9' 10'-4'10'4' 9'4 16'-3'13'-3' 18'-2'18'-r 18'-2'187 18'-2'24 -127'-1& w 35--121£--1.Z-32-25:5-315-18'-4' 18'4' 18'-4' 16'-7' 17'.1'16- 2AO=-8'ML..92%-n'1-3,0.-23>190-4 194 19'-4'18'-10'16 --ic; 16:-1*P-qG «61' 17-g·25'-10" 25'-10' 25'-10 25'-10- 25'-100 25'-1' 30 .042 .042 .042 W 1>5 515-13£240 01, 53>213>.1331-1511.-155- 15'40' 15'-10 15'-10" 15'-10 15'-10' 15'-6'15'-1'15'-1 "15'-1'1501'15-1' 14'-r 21'-2' 21'-2- 21'-20 21'-2' 21'-r 20'-6 * NOTE: SINGLE RAFTERS SPACED 16' O.C. -"--0 18. 5&:..15&:.33:--33>-a:-33>1. 1SS-- 14'.21--lfs--lES---03S-- 12'-r- 10'-6'10'-6'10'-r 14'-2'14'-r 14'-2' 14'-2' 14'-2' 13'5 32" O.C. WHEN DOUBLED AND SINGLE R .024 24' O.C. MAY BE USED AT 48* O.C. WHEN L----unRAY 624&,F .A• 8'-LM 8'-L-0. 8€-- 7'£- 82> 72>06• 1 lE.- 113' 1 13> 1_15- 119> 1ES- ¥00 t.h:6! FOOTNOTE: *SAMPLE" FIGURE INDICATES ATTACHED -El- :54 PROJECTION - SPAN O.H. 11'.3• 19'-A' 173* 12'.R" - 13'-1' _ 11'-6'18'-8* 18'-8" 18'-8' 17'-9 18'-4' 16'-2' 2-»26*1, 16. -fiG liG -15;3- 15;3· -6-3- 1340 47ND37948 1*11 24" ge-42%:12-lwglug-134' (EXP! 03/31 16'-1' 16'-_15-1'15'-1' 16'-1 '15'-8 13'-2'13'-2'13'-2'12'J f h 24 30 .032 24' 18* .042 24' --18'-8" --18'-8' -18'-8' --18'-8' -18'-8' --18'-3' 52>139>153>1115-1311>13:E- 15'-3'15'J 15-3'15'-3'15'-3'15-00 22'£ gfr--35-5- 22'-n_355-- 3125--lz -r U r 22-r -19-r '21 -T - 12 -6 35.-0-23>.23>35- 18'-6'18'-6'18'4'18'4'18'-6'18'-4 TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 | TRIBUTARY t WIDTH 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY= 1/2 SPAN + 0.H.1'455667788991010111112 mk·:,r 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3 - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 E: TRIBUTARY ON MULTIPLE SPANS IS 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 5' - - . - - 11 11 12 12 13 13 14 14 15 15 16 DRMAN BY: EN TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD •MA'110 COVER SYSTEM AS MFG. BY: DATE: 1001/2012 10,20 & 30 Ff DURALUM PRODUCTS, INC. IAPMO ER# 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIZ. WIND z 8269 ALPINE AVE., SACRAJAEMTO, CA 95826SCALE: NONE REVISED BY:IWICHO CUCAMONGACA (951)741-2107 90, 100 & 110 MPH (916)482-7021 FAX 403·1519 1,,@du,,moom SHEET 7 OF 33 -1'-7' '8'-7 --8'-r '8'-1 -8'-7 -8'4 11'-8' -11'-8' -11'-8' -11'·8' -11'-8' -11'-4 COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS j MAX. HEIGHT = 10' ._ 3.00"SQ. - 6.5' a. 024' r----I110 SMS r1 @24'0.C.LgA. SIDE 3• -. 5/8' PLASTIC PLUG J |.032' b 0 MAX. HEIGHT© = 1 =3-SQ.xt=.188' thot- | =3SQ.xt-.25,3.00" SQ. - =3'SQ.,ct=.313' =4'SQ.rt=.188' .0400 ALUM.=4'Spxt=.250* ·048.STEEL 3.0» OR 4.0' .14"R TYP. .28' 3.00- SQ. 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3' SQ. ALUM. POST WITH SIDE PLATES ALUM. ALLOY 3004-H38 3" SQ. STEEL POST j*5™-*500-GR8iff1NHA MAG POST 3" SQ. ALUM. POST ALUM. ALLOY 8063-TB SQUARE STEEL POST ASTM A500 GRADE B ALUM. ALLOY 3.00" OR 1.375' lili 2 7/16'0 HOLE 1 FOR 3/8' MB -1 ·56' 2.0' 6063-T6 0 L - 2 FLANGES 2 1/8'APART I0 1.125'25 0 157. T TYP.1 14 E '5" ASTM GRADE 36 STEEL i INSTALL 18- x 18' x %* HDG / WASHER PLATE AT ANCHORS ·BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES USE FOR Y -.090" TYP.POST ONLYINSTALL 1%' x 1%' x )6. HDG i 1-7/16'0 HOLE11 /WASHER PLATE AT ANCHORS &2-3/8' HOLES FOR 110 MPH i 2- 5/160 HOLES-/TYP. EA SIDE ALUM T BRACKET STEEL T BRACKET T=.060' TYPlf- 1 r (4)-SDS 25412 Det<] 1 1 Vro\/TlVM '1SIX3 EJ- //-='PE 1 1 /z*E No. C37948 1*ll 993 \ p \\.X EXP. 03/31//t / 49:M---4 \N ALUM. ALLOY y x 8' ALUM. RAFT. BRACKET - \ 6063-T6 r x 8" ALUM. HEADER -1 "H" BRACKET HEADER BRACKET DfUWN BY: E.N. DATE: 1&01/2012W'MO ERI# 0186 SCALE: NONE REVISED BY: TOM CAMPBEU & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHOCUCAMONOA CA (051)741-2107 LIVE LOAD • COLUMN /10,20&30 Ff I POST TYPES HORIL WIND • 90.100 & 110 MPH: PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO. CA 95026 (018)452-7021 FAX 403·1519 0•les@dur-rk=rt SHEET 8 OF 33 i 1 (© 504 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1 1.50-WALL FASTENERS -1 7.-4 SEE TABLE #14 SDS 1---2.74 @ 8* 0.C. _ - #14 SMS O PANEL LOCKS OR #8 SMS T=.060' -1 W AT EA CONTACT 1 WALL- FASTENERS xL WALL SEE TABLE \9FASTENERS | ALUM.ALLOY CONnNUOUS A- RAIL SEE TABLE 6063-Te ROOF PANEL (WHERE OCCURS) ALUM.ALLOY 1 SEE PAGE 33 FOR- nr:rr ,6063-T6 ALUMALLOY \ APPROVED ROOF PANEL 4--Lxgl_#14 SMS @ EA CONTACT 6063-TB ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION I.R. HANGER nrn• L 010"X90 l Ill 902 563' 6* A34 FRAMING ANGLE SEE TABLE -1 FASTENERS, SEE TABLEn R.F. OR EXT. MANGER CHANNEL, 2X OR 3X \ 1 RAFTER BRACKET. n=W WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE WIND EA SIDE OF RAFTER (2 PER DESIGN 90 100 110 RAFTER TO BLK'G) HANGER /RAIL FASTENER TO FASCIA WALL ( STUD, MASONRY OR CONC.) AT WOOD STUD AT MASONRY (SOLID-v „u,w i ,-w ,„,=GAT 2x FASCIA 16"0.C.CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 1107#ABBCDOEEF ABBCDDEEF ABBCDDEEF 11.. E er ALUM. PANEL 2X OR-/ /ID-3x ALUM. RAFTER FASCIA BOARD-- L EXIST. EAVES. RAFTER ALLOWABLE PROJ. EXISTING EAVEL-,_,- SEE TABLE BELOW OVERHANG 1 1 (24' MAX.) EXISTING EAVE CONNECTION EXIST. FWTER RAFTER SIZE SPACING OVERHANG(L) 2* x 4'18* 240 O.C.FULL 24" 2» x 6'18" NOTCHED 24 O.C. 24' 2'xe' FULL OR 18"24'0.C.2€ NOTCHED 24' D ESCRIPTIC N OF LAG SCREW (SEE NOTE BELOW)18% No. C37946 /1 A=SOS25412 W/A34 FFUWING ANGLE AT EACH FWTER, 24' O.C, MAX.62Sx P. 03/31//1110 B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER FWTER), STAGGERED, 24' O,C. MAX, C=S0S25412 AT EACH STUD, 16' 0.C. MAX. Ir a D=3/8'0 x 4" LAG SCREW AT EACH STUD figN 'E=3/8·0 x 1 1/8' AT 16' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE i I 0 1/*4'al,21**927'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE , 'HILT1 QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 Al° V 10# L.L.42)#14 SMS EA. SIDE\h 112 r- 20#/30#LL=(2)#14 SMS EA. SIDE \>1 / r U-BRACKET ALLOWABLE DECK / RAFTER SPAN -t?/4. OR 11/7 NOTE: PROVIDE WATER 11/4 WIND SPEED (MPH) AND EXPOSURE PROTECTION METAL FLASHING Eaciff CAUCK JOINTS AND SLOPE 90, C 100, C 110, C 984*k--------- TO DIWN5- MIN. 197 15'-3'12'-4'\\1 TYPICAL BUCKET AT EVERY h 12'4'9'-10' (A) ..:P-0-- -.4 OR 1 1/726'-0"22'-2'18'-1',------4------ 18'-8'14'-9-11'-10" \FOR SPAN SEE ALLOWABLE·-- EXISTING WOOD STUD FRAMING EAVE LENGTH \ 1 \ DECK/RAFTER SPAN TABLE25-7 26'-0'26'-0' 18'-8'22-7 18'-7" 0 27(8' FULL OR 18'26'-0-26'-0-24' O.C.2"*10' NOTCHED 240 26'-0'26'-0' NOTE: (A) MAXIMUM ALLOWABLE DECK / FWTER SPAN AT 110 MPH, EXPOSURE 8 IS 10'-7'. (E) 214 FWTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. . 1. EXISTING ROOF OVERHANG DESIGN LOADS: ROL . 3 psf(MIN) TO 8 psi (1.W<) RLL = 20 & 30 psf 2. EXISTING FWTER ALLOWABLE BENDING STRESS IS 1,200 psl. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10,20, & 30 psf TW.8./ 7(*#14*13/4. 1 26'-0" / 24'-4'L-- 2 EACH 1/4-0 1 3-1/7 LAG SCREWS LL.=10 pef2 EACH 7/183 x 3-1/2' LAG SCREWS LL.•20 AND 30 pIf (r MIN. PENETRATION INTO EXETING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING ..-UTNOTE: PLACE -SIKA FUEr OR SIMILAR J MAY BE MOUNTEDSEE t) FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP.BELOW RAFTER W/ SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECDON'SFU\FTER TO WALL CONNECTION BRACKET CONNECTION3 IAPMO ER 0185 DRAWN BY: E.N. DATE 1601/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING RANCHO CUCAMONOA CA (961)741·2107 MANGER CHANNEL AND BRACKET ATTACHMENTS LIVE LOAD • 10,20 & 30 pef HORIL WIND • 90,100 & 110 MPH PAMO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE. SACRAMENTO, CA @6826 (916)452-7021 FAX 40)·1519 8-@dur-n.curl SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 3'SQ. pOST -1 ALUM.TBRACKET USE WlfH POST TYPE B,C,D, OR E-T BRACKET STEELTBRACKET USE WrTH@ 3'SQ. POST W/POST TYPE B.C.D.E.F.G.H,J OR K (2>412 SMS EA - 3' SO. POST -ALUM.TBRACKETSIDE OF POST OR USE (2/8•0 HILTI 1/4' M.B. THROUGH 1¢MK BOLTS OR EQUAL POST SnEELTBRACKET: 1 USE 12>-3/8-0 HILn 16¥IK -(2>.1/4'0 POWERS WEDGE-mags/&£62& BOLTS OR EQUAL re 1/2 DEPTH OF FOOTING OR 12' MIN. EMBD. f STEEL POST ONLY: USE POST TYPE 8'0 BOLTS F, G, H, J OR K POST TYPE J (2>.1/2'0 BOLTS FOR ALL OTHER CONDITIONS --- 16'INSERT '415· I x.188' ASTM A336 BOLTS+ OR EQUAL,EACH /2 K· EMBEOMENT DEPTH - T.O.C. STEELBfUCKdT TO SLAB.i -fOR KVAK BOLTS)MINIMUM DISTANCE TO EDGE OF SLAB = 4' OR Tl-T--TO CRACK = 10":4 ASTM *572 STEEL (1 34' MIN. EMBEDMENT).4 4 (1)-1/Zal.B. 1 24 ·>•': '·:·--·-SLAB SHALL BE IN *x POURED CONCRETE %17' LONG, 1· ......... 3/16' V 4-4-GOOD CONDITION . . FOOnNG SEE NOTE FROM END Lf'.. · :·:T SQ. POST (STL), OF POST f .C'."',".'*'.OR FLUTED FOR SUE31/2' MIN...---SQUARE. SEE FTG.OR 4' SQ. POST (STL.) 'POURED 'UARE---CONCRETE /SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.5/89-HK. /SQUARE POST EMBED. . .EXISLIN.9 SLAB 3' SQ. POSTS TO CONC. FOOTING INTO FOOTING ' 6. 11/2- DE TH • 233 Ut @ & Z W-@u)g.5IREE16.@4SE.Pk*rE_. ATTACHED ALTERNATE FTG. CUBESIZE SQ. 18' DEEP *CUBE FTG. 18'18 SQ.12- 20'21' SQ.12' 22»25' SQ.16' 24'28'SQ.20 26'32' SQ.23' 28'35- SQ.25 30'39' SQ.28' 3r 43' SQ.30. ATTACHED ONLY FOOTING & ANCHOR BOLTS SINGLE POSTS FOOTING SIZE EMBED. BOLTS 23* & 24' CUBED (2>-1/70 31/4' 25' - 30' CUBED (4hl/2'0 31/4· 31' - 34' CUBED (45/8-0 4 · 35'- 39' CU8E0 (4)-3/4·0 43/4' 40' · 47 CUBED (4>-3/40 4 3/40 NOTES:BASE PLATE SCHEDULE : PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 91. DO NOT USE ALUM. T 9' SO. x 5/8- B, C, D, F, G, & HBRACKET WITH 3X8 BEAMW/INSERT, MAG BEAM. 4 OR | FREESTANDING r 1-8EAMS. BASE PLATE ANCHOR 2. egiI,IxaE thliIALI.a82tlia£1.81 1 BASE PLATE ANCHOR BOLTS (SIZE & 1YPE) 2- X Ji' X 5)$'AT aEL.I.-28,8QEEL (4* 3/4'0 HILTI KWIK BOLT TZ STAINLESS r€x 98.STEEL PER I.C.C. ESR-1917 OR EQUAL 3. TE (4 3/4' EMBEDMENT DEPTH)DO NOT LISE STEEL T BRACKET W/7- 1-8EAM \RAYC ALTERNATE FREESTANDING FOOTING RAE/d' 47' SQ.32' 51' SQ 34' 55'SQ.3r NOTES: BOLTS SHALL BE HILn KWIK BOLT TZ STAINLESS STEEL TRIBUTARY 90 MPH 100 MPH 110 MPH I.C.C. EVALUAMON SERVICE INC., ESR -1917 OR EQUAL.WIDTH EXB&C , EXB&C EXB&C W SQ.39 84' SQ.41'10' OR LESS 3'4" SQ x 3'-6' SQ x 4'-0' SQ x 18'DEEP 18"DEEP 18"DEEP 69' SQ 43' · CUBE FOOTING W/ 4' SLAB 20' OR LESS 4'-0" SQ x 4'-7' SQ x 5'-0" SQ x 18" DEEP 18'DEEP 18'DEEP NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED IAPMO ERS 0195 DRAWN BY: E.N. DATE: 1001/2012 SCALE: NOFE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMIERCIAL AND RESIDENTtAL STRUCTURAL ENGINEERING FWICHOCUCAMONOA. CA (961)741·2107 COLUMN SURFACE MOUNT AND EM8EDMENT LIVE LOAD= 10,20 & 30 pif HOA[Z. WIND • 90,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. 8280 ALPINE AVE. SACRAMENTO, CA 96826 (916)462-7021 FAX 401·1519 -1,4dur,lum-n SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS il,52* -·61' 1.79- 51-. 2.57 2.08' GUTTER EXT. CLIP GUTTER EXT. CLIP -] 3.00" SQ. [_ SPLICE WHERE -- OCCURS N SPLICE WHERE OCCURS 2.04' 1-11.Oot- 1 114"R TYP. . ·048' - -.065' 2.97 ' .038* R.F. GUTTER FASCIA-ALUM. ALLOY 3004-H36 6.5" ROLLFORMED rrp. A- 2.r 4 ALUM. ALLOY 6063-T6 4.5" GUTTER 4. r 2.04' TYP SPUCE WHERE -<3-'==i-(1 OCCURS '0 4.r TYP. ,U L.28. *Imtr ASTM A653 GRADE 40 ALUM. ALLOY ALUM. ALLOY 6063-T6 6063-T6 MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 1+ 3,0 r EN r-2 - r MAX.-1 2- r- F -c--1-99 r [-1 . SPLICE .I WMERE SPIICE &7948 J *'OCCURS - L' WHERE *6 8.( - 070* OCCURS #--..WMII'slrn ·.0: .. 04 .0 TYP..-I 7.; 41 -1 1 /ALUM. ALLOY 30044438 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL I ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY OR EQUAL 6063-T6 8063·T8 110 TYP. 12. 12"32- 4" 1-BEAM 7" 1-BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 1 3" 1- MAX --.r- ALUM. AUOY 3004+136 OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3x8 BEAM E 8 04 r 1 3- 1-1 3. 1 7=.-7- I 042 r 375' 042". 1 .042'T . 12 OR 14 GA... .. T•0.125•7.875*AS™ A553 GRZE 50 6.656*8 ALUM. ALLOY 6063-'re - 1....=-=J ALUM. ALLOY 3004+136 At.UM. ALLOY 3004+436 OR EQUAL OR EQUAL -1 2.875' |- DBL. 3x8 BEAM W/ DBL. 3x8 STL. INSERT 3 x 8 BEAM STEEL INSERT 7" 1-BEAM "C" SPLICE / INSERT 375» 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 BEAM TYPES LIVE LOAD • 10,20 & 30 g.f HOR[Z. WIND • 90, 100 & 110 MPH PAT10 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE„ SACRAMENTO, CA 06826 (010)452-7021 FAX 403·1519 *ales@durek,m.com SHEET 11 OF 33 SPLICE DETAILS 0 i) SIMPLE SPLICE FULL MOMENT 9. 1 0 8 f'• 8 lrl, 3. 19 11 3" .5'111 11 3 #10 S.M.S. - + " + +#12 S.M + ++ TYP. THICKNESS = .035'(24 TOT TYP. THICKNEPSS = .035 $ +11.+ + f. 3 „ + +14 + ++ ALUM. AUOY 30044136 ALUM. ALLOY 3004-H36 OR 6063-TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FUU MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCAPON EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. 1 3--1 TOTAL= (8}·1/2'0 BOLTS I 0 11-- (8 TOT.kE-.S. BEAM TO POST DETAILS 00 r-(2)#10 S.M.S.@EA- | VALLEY, TYP. 1 1 I.- 1 NOTCH 1-BEAM FLANGE 1-BEAM ALUM ALLOY AS NEEDED TO CLEAR (8061-TB) ALTERNATE SQ. POST,CONNECT,WEB , STL. 0-8EAM -, i TO POST W/(2)-5/80THRU-BOLTS @ 4' 1-BEAM, ! SQ. POST J AND (3) - 5/8' 0 THRU BOLTS @ r 1-BEAMS A BEAM TO POST CONN. rr_ T T - € -===3 1 -Ill 7 1 4- % 1,00. 0 0 0 0 2.0" 0 0 0 0 BELLSPUCE WHERE -*4"OCCURS ./ .i 0070' TYP.E 3/31/#12 METAL BACKED. i TEK SCREWS @ 8* O.C. NEOPRENE WASHERED I MAX STAGGER IN BEAM i ALUM. ALLOY .·932%*FLANGE i8063-T6 , 16" ,1.- 4' 1-BEAM · 30-0. / ROOF PANEL- 1MOMENT (.SPUCE -- - 1 1 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12'SIMPLE C.SPLICE CONESIDE OF WEB) MAYBE USED. 1 4-.-4™3- ALUM. T BM. OR, - 77[4' ALUM. T BM. SPUCE WHERE OCCURS 1.25' 0 00 0 9.2 4.5« TYP. 990 0 AT r 1-BEAM· - ADD 'C' SPLICE X W LONG AT &LCOLUMNS - (CENTER AT COLUMN). SECURE TOI-BEAM W/ 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. POST. SEE SCHEDULE - (4)-1/40 M.B. BEAM TO BRACKET 2- 3/8'0 M.8. THRU STL. T! BRACKET TO POST. l i i At-UM. ALLOY 16"1 1. - 6063-T6 3'-0.7" 1-BEAM MOMENT C-SPUCE 'ALTERNATE BEAM TO POST CONN. t IAPWO ERI 0195 DRAMN BY: E.N. DATE: 1601/2012 SCALE: NONE REVISED 8Y TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING FUNCHO CUCAMONOACA (951]741-2107 LIVE LOAD - BEAM 10,20&30,ef , SPUCE DETAILS HORIL WIND• 90, 100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8209 ALPINE AVE. SACRAMENTO, CA 95826 (918)452-7021 FA)(403-1519 Iates@durakinuorn SHEET 12 OF 33 1 BEAM TO POST CONNECTION DETAILS N)PTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD) - 4-#14 x 1/r S.M.S. EACH SIDE OF 3· SQ. POST (8-TOTAL) ALTERNATE: 1/4•0 BOLT Wl WASHER< EA SIDE OFF 3- SO. POST 30 x 8' x .042" BEAM, - 30 SQ. STEEL OR / MAG BEAM. TT .75 AT OVERHANG \ T 3.Ov # GUTTER FASCIA MAG BEAM 3*SQ. STL. BEAM - 3' SQ. POST 4414 x 1/r S.M.8. EACH SIDE OF r ' SQ. POST (8-TOTAL.1 ALTERNATE: 1/4'0 BOLT Wi WASHER EA SIDE OF 3' SO. POST .- 3' SQ. POST ' 3' SQ. POST T r 1-ITT 9.* FASTENERS 1'-00 4 - #14 SOS 2'-0' 6 -#14 SDS 304" 12 - #14 SOS FASTENER SPACING = 3/4' FASTENER TO FASCIA. SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE - OPTIONAL LATnCE TUBES #14 x 1/2' S.M.S. TOP & BOTT. (2>-TOT. L - H @ 90 MPH - USE L (4)-#14 SOS @ EA SIDE TOP & BOTT. TOT.=16 @ 100 & 110 MPH - USE (6)-#14 SDS @ EA SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST -roo € FASTENER 6./2·4 oo GROUP 4-/+00 ALUM. BRACKET X 20 10 V SEE TABLE RAFTER 7AIL" TO GUTTER 3.125' FOR 3 x RAFTER - BRACKET TO POST ROOF PANEL 3ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12'0.C. FASCIA 6 1/222024 - RAFTER 7 , .018· 36.340. C37948 ALUM. ALLOY 3105-H25 p.50" i 1 AO.411/2" -t = .040" @ 6063-T6 .28" - '1 11/2' SQ., 2- SQ.,r OR 2")(3' LATTICE V #8 x 2 'SMS, 21/2- @ 3' O.C. MIN. OR 3 1/2-, TYP. -1 r- UP TO 6-0.C. MAX. ,(4) - #14 x 3/4» TEK SCREWS71 BRACKET TO RAFTER 1/r IN1 1/2" SQ. OR 20 LATTICE TUBE ,- -&12-=66 ALUM. ALLOY 31054125 |/-RAFTER 1 \ 0 .28"1, 1 2" 5-4---9 c - --; 750' - +11 - <L \-/ -1- L (4) - #14 x 3/4' TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM P1 2'xy LATTICE TUBE LATTICE TUBE TO RAFTER V BRACKET - RAFTER TO BEAM IAPMO EIW 0196 DRAWN BY: E.N. DATE: 1001/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING UNCHO CUCAMONACA (961)741.2107 UVE LOAD • BEAM TO POST 10, 20 &30 pif ATTACHMENT HORIL WIND • 90, 100 & 110 MPH PAnO COVER SYSTEM AS MFO. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE, SACRAMENTO. CA 95820 (916)462·7021 FAX 403-1519 *alls@lk,1.corn SHEET 13 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION /BEAM SPLICE TO 4/ OCCUR DIRECTLY OVER 5/r 0 PLASTIC' POST. NOT PERMIrrED PLUG WHERE1 1/2' OR TLATTICE - ALTERNATE 1/7 DOUBLE RAFTE-55,CFNALE- @ 6 SCREWS @ 2-POST UNITS . SCREW IS INSIDE BOLT CONNECTION-1 , --inald.S. E# #14 SMS MAY PER SIDE , .TERNATE :7 -11 ALTERNATE TOWY» 1 :12 34. 1 BE USE AS RAFTER TO C«a / O 1/4"0 BOLTS - CONNECT.1%111 Z · -----.1 W,e No C37948 16# , 8' BEAM -ir \\ 222/. 03/31/ (44. # m OR [i0 4.5' 01 r SEE NOTES 1 r.BELOW -6 1/2' SIDEPLATE EA. - 393'S,1.POST (24') -1 0 \ .1 ALTERNATE SMS EA SIDE «4')<SIDE SEE POST SCHED. INSERT ATTACHED OR k--- \\-(2>-2*6.5' OR TOP, MID HEIGHT39( 3-STL.POST COLUMN | .1 \(2)-3'xeHEADER AND BOTTOM.-3'SQ. POST BETWEEN SIDE PLATES FOR FREESTANDING _1 -V- i rl - (2>-1/2'BOLT BEAM -Ip POST CONNECTION I214 6.5" SIDEPLATE POST SCHEDULE 131 .5. \T DBL. RAFTER / DBL. HEADER CONN. 1 3" SQ. x .032" + (2)-2" x 6 1/2" x.024» ] W/ (6)-#14 S.M.S. EACH SIDE.USE ON CONC. SLAB ONLY r-m 3" SQ. x .032' + (2)-2" x 6 1/2" x .032" 2 [ W/ (8)4#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. r- #8 S.M.S. EACH SIDE -LATTICE 1 1/2" OR 2' plID>- 2'18.5' OR 3'*8' RAFTER-.- ALTERNATE: 1/2' BOLT EXISTING SHEAT L- - 4 1 ALTERNATE: (2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4-TOTAL) ALTERNATE: (2>- 2x6.5' OR (2>-3*8» HEADER- L ALTERNATE: (1) - 1/2'BOLT OR (2}- #14 S.M.S. EACH UFTER t 298 x.024' | ALUMINUM MEMBER WIT-1 WOOD FILL OR rze NOMINAL LEDGER (NEW OR EXISTING) 1 - (2) SIMPSON SOS25600 EXISHNG YA@a - 1' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD DBL. 378'X.042 BEAM - OR DBL. 2'%6.5'X.032- BEAM \ 1 O OIl ', 3390.024" _CONNECTOR iV 3· SQ. POST - 5/8' 0 ACCESS HOLES INSTALL 6 - #14 X * LONG SDS @!EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) STUB COLUMN TO DOUBLE HEADER CONN. EXIST. STUCCO / LEDGER ' ATTACHMENT DETAIL DOUBLE HEADER TO COLUMN DETAIL DRAWN BY: E.N. IAPHO ERI 0105 DATE: 1001/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES. INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (961) 741-2107 LATTICE CONNECTIONS LIVE LOAD - 10,20 & 30 pif ' HORIL WIND • 1 94 100 & 110 MPH, PAT10 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE, SACRAMENTO. CA @6826 (918) 452-7021 FAX 403-1519 -edur*nuom SHEET 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS 2"X6.5"XO.024" SIDE PLATES 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C POST 1T1 2"X6.5"XO.032" SIDE PLATES POST ® e % 90 MPH ·100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5'222333 5'222222 6'233334 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 /giONAL € Ria IAPMO EF¥ 0195 DRAWN BY: E.N. DATE: 10/012012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FIANCHO CUCmONGA. CA (051)741-2107 LIVE LOAD a MINUMUM 10,20 & 30 pif REQUIRED COLUMNS HORIL WIND - 90,100 8 110 W'H PATO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8260 ALANE AVE., SACRAMENTO, CA 95826 (918) 452-7021 FAX,03·1519 Ial,142*In m.corn SHEET 15 OF 33 5g 5' 6' 7' 8' 9, 10' 11' 12' 13 5' 6' 7' 8' 9, 10 11 12 13 10# L.L.90 MPH - ATTACHED SOLID COVERS 6.5" ROLLFORM /4" 1-BEAMMAG BEAM 4.5" / MAG GUTTER 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM 7" 1-BEAM MAX.COL. MAXPOST SPACING SPACING ON SLAB*(SPAN) FTG. (IN.) MIN.FTG. MIN.MAX.POST POST (IN.) POST SPACINGTYPETYPE(SPAN) FTG MIN. FTG (IN.) * (IN.i MIN.MAXPOST POST SPACING TYPE (SPAN) FTG. (IN.)POST TYPE FTG. (IN.) MAJCPOST SPACING (SPAN) FTG. (IN.) MIN.MAKPOST SPACING (SPAN) FTG MIN MIN. POST TYPE 137 11'-40 9'-8" 8'-6" 7'-7- 6'-9" ·151'8'-10' 8'-3' 7'.9' 52> 7'-3" t-ini X /23 01-24 9 24 0 25 0 25 0 26- n 1-1'-9* \ 12'-2" \ 10'-9" \113> / 10'-0' 1017' 9'-4" 153:/ 8'-10" 33> 8'-4. /24 0 /16 0 25 0 26 0 -27 0 26 0 27- o 29 0 11'-2" 11'-8" 103" 33--- 9'-6" 10'-1"- --1Eio. 9-7 - E-6. 9.-1' - 8' -0- X /24 0 25 0 25 0 17 0 26, o 17 0 27 0 27 0 8'-1-0· \ 80-4. \ 8'-0" -5%- 7'-1' /325 B 23 0 24 n -25 0 24 0 - 26 Q 25 a 17 0 23'-2'\ 21'-2' 1927" - 17.-3. 18'-4" -15-T 17-4" -15 -W 16'-6' -iN-E 31 32 n -33 U 32 n 6'-2" ,Il]:y / \ 3%7 B -5%7 / 28 0 8'-8'- / \ 28 0 7'-3'- / \26 15'-8" - / \33 /.\ -29 0 \-29 0 -6'-4' / 27 B E-10· 1 \ -35 U 5'-8" 31---- \EL- 0 8,43./ \28- 0 \3§29. B 35/ /\ 3828- B 15-1.- 15-4" \28 u - 7-8" \030 0 1'4" /6'-2" /13'-3' / \35 V 50-2 7'-0" \27 - 8'-4' -/ \29> 0 8'-0'--/ 29 27 0 14'-6"-/\.M--5-0=6'-2' &18 8 7-4"/ \-30 9 - 7.-1. 1 \--16 B -1§GW -28 9 --19-9" / 36 E10# L.L.90 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C \ 1105%5-3826- G \/.11*3936-9-H-\131* 323+5* l Big- 3§28 G \ A ' 11'4-27 n / 10'-3" - 28 U \ 10'-2'-26- n --7 28 u \ 9.-9' 26 i. - 9'-0» - 27 U 9'-0"- 26 -£4' -27 U A '-7' 26 - -1»18- u 8'- 27- B -7'-8' 19 u 7'-19>- 28- G 1 - 70-4' 19\ 7'-7'-·- 24, G- -12'-10 - 29 u 11'-10> 28 1 7 19 U 11'-1'-27- n -94" 28 U -123"< 27- B9'-5' 18 U 95.26 -8'-11" 18 U / \ 33-·a- A80-r -29 U / 5>=-39 G /T-114 801"- 28- G- / 12'€ 28 n \ 1'-10"- 29 U \ 11'4' 27 B \ -11'-0"-29 U \ 11'-0"- 2Z- A 10'-3"-28 U 1004' 27- n -909" 18 U 9'-10' - 26- 9 90-3" --28 u / j 94-'It n <*-8'-10'-29 U 9-0'-28 n I --13'-6" -29 u / \ 8'-8'- 2L- G, 97 -27 U \ 90-10 -26- n • -27 u 8'-4' 27 U 80-4"-25 -8'-1' -27 U 3-1>21_ n E 709" -28 u / j 7'-1€ 27- n -7'-4' -29 U-,56.5-3L- G 4 7'-3"-28- G- / 22'€' -20'-8" 20'-6' 19'-4' 19'-3" 1726' -16'-4' 16'-7" -15-7" 15'-19" -14'-4- 14'-7- 13'4" 14'-0'-7-1' -30 -H /-7'-7" -30 - H /k-'8'-2- -30 -H /-6r9" -30 - H /-13'-20 Emi FOOnNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING £71}HOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED f EACH SIDES FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS * THE MUINUM COLUMN SPACING ON EUSTING SLAB SHALL BE ™E SMALLER Of ™E MAXIMUM SPACING SHOWN IN ™IS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. ¤55- J 1 32 34J 32 33 J 31 32 J 30 32 1 30 H 32 1 ONAL e 30G 31 S 29 31 29 No. 7948 * 144 FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B r- -1- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N.TOM CAMPBELL & ASSOCIATES. INC.POST SPACING TABLE ' SOLID LNE LOAD •PATIO COVER SYSTEM AS MFG. BY:DATE: 10/01/2012IAPMO ER• 0196 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10,20 & 30 pif DURALUM PRODUCTS, INCSCALE: NONE REVISED BY:RANCHO CUCAMONGA. CA (051)741-2107 to# L.L 90 MPH 90,100 & 110 -H (916) 462·7021 FAX 403·1519 1,11,21#hnk/·n.corn SHEET 16 OF 33 ANC) ATTACHED HORIL WIND •8289 ALPINE AVE, SACRAMENTO, CA 96028 10# L.L.90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C DBL. 2"x6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 3"x8' BEAM EACH w/ A 3"x8' STL. INSERT h b o MAX.COL. MAX.POST MAX.POST MAX.POST MAJ(.POST MAX.POST MIN. FT MIN. 2 92 % SPACING SPACING SPACING FTG MIN.FTG. FT SPACING FTG. MIN. FTG. .MIN- SPACING FTG. !g+ Fre. ,SPACING ON SLAB * FOR DBL FOR 3- x 8- (IN.) TYPE (IN.) g (IN.) !;4* (SPAN) (IN.) TYPE (IN.1 TYPE (SPAN) i:ft g 0.& W:ET EpOST (IN.) TYPE (SPAN) 226.91037 BEAM 9,-10. - 10'-21.-a /22- 0 14'-2"-A /25- o 21'-1 ' 4 /28- D 29'-8' - 5' 13'-70 2-9 -9-0" 1 /23 0 12'-7. \ /26 0 18'-7*\ /-30 0 26'.2. \pB€ C 5, 6' 11'-21" UG347 /23, r,13'-0' - \/ 39 B 197 -\ 3931- B -27'-2> \ /33- C 6,23'-10» \1 14 7' 9'-8".5572--MkF- \/ 24- 0 12'-1 '-- \1 26 8 1 7-10" - \ /30- 0 25'-2' \1 34 -...7'I 15 28 16-9. /--31 0 1 -35 8' 8'-6"-Dtgs:-54-1. \/24- 5 11'-3" \ 27, B 16'-8' \/ 31- 0 23'-r- \/ 34- B 8, 15 0 10'-0' 28 -32 0 -20-W \ 1 9' 7'-7"705;rd.*7.4/6.El X 25- 5,10'-8" ·28 V 31 23>V 35- 9 9, -26 0 -9'-4"-13:10· A 35 B 19'-r A -37 6-29 B 15,-9- 10' 699"-I.-1-6[i:- / \25- 9 10'-2'15'-0'-0 / \ -26 0 - 9%0*/ \ 3% B -13-T \3% C -r-7" / \ -00-37 21'-1' /\36- 10' 11' 602" 33*32*I:- / \9- 0 9'-8" - / \ RL o 14'-3' / \ 32 351' / \ 36, r27 0 -8'-7' / \ -30 D '-7" / \-34 AT-8' 1 1 -38 r 11' 12' 5'-8'..64.5-r<6I35*ur i \26- 0 9'-3" / \29- o 13'-4:/ /19'-3' / \37- 17 0 - 802" / \30 0 17-1' 1 \18\ ·954 C 17-0· /F 12' 13' 5'-2"313&07_6.i;Sd 26-·- 0 8'-10" /\29- D 13'g / \37, - 13'3335 C MG I\- 28 O -70-10" /\-31 0 - 11'-r / \39 10# L.L.90 MPH - FREESTANDING SOLID COVERS 12' CiR LESS EXP. B&C 9'-7" 29- G- /15'-6"- 30- G-\/35Z--3414 J \ /B:EN: 3§i;E J \/15' 0 -1.-V 1 901" - 8'-9"-28 G -14'-1" - 29 G V V / - 13'-3" 30 H 21'-6"-Tr-%: - 37 1 8'-6"- 7'-10' - 27 G \ / 13'-1"22'-3" - 32 27'-3" , 34 T 3536 G 7' 19'-10" 34 36 8'12'-3" -3826- G 207 - 32 1 25'-E- 34 8' 6'-6" 29 G 11'-7"- 187 33 J -24'-10 55- J 7'-2" 6'-8" , 28 G 11'-7* 9,33i- G -17-7" 33 J 22'-8' 35 6'€" 6'-3* -29 G -11'-0" - 27 18'-8- - 31 H 22'-19' 33 1 n' 1 - 6'-3" -5'-7'31 - H / \ - 10'-0"- 26 - ZU -0 - 30 H-/ \ 10'-1" 27 17'-9'31 H 11'0 '-5'-40 32 1 / \ - 94' 29 G 15'-10" 32 1 19'-10 12'\- 50-6"- 5'-0" 33 J /1711'-39-H-7--20'-2" 32 -15'-3" 32 -19'-00 34 J 31 H /\ 9'-r -28 G 16'-4"31 19'-4"32 13'1 87 30 H 14'-8- 32 18'-2' 35 4 ligmi FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBEO FOOTING WATHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING S[ZE MAY BE REDUCED Er EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF ™E MAXIMUM SPACING SHO- IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. W.\ No, C37948 3 /*/\\,A EXP. 03/31//6/ //FOOTNOTE: 'SAMPLE FIGURE INDICATES OPOSURE B ..._..„-9&*00,'T- FIGURE INDICATES EXPO- WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. -<trmeS' DRNMN BY: E.N. DATE: 10/01/2012IAPMO ER¥ 0195 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RRESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951) 741·2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10 0 L.L 100 MPH LIVE LOAD • 10,20 & 30 pi HOR[Z- WIND • 80,100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACMMENTO. CA 95820 (915) 482-7021 FAX 40&1519 *Ga,r,krn.corn SHEET 17 OF 33 5' 6' 7. 8' 9, 10' 11' 12' 13' 5' 6' 7' 10# L.L.100 MPH - ATTACHED SOLID COVERS 6.5" ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTERMAG BEAM ! 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM 7" 1-BEAM MAX.COL. MAX.POST SPACING SPACING ON SLAB •(SPAN) FTG. (IN.)POST TYPE FTG. (IN.) MIN.MAX.POST POST SPACING TYPE (SPAN) FTG MIN. FrG. (IN.). 7?#;[ (IN.) MIN.MAJ(.POST POST SPACING TYPE (SPAN) FTG MIN. FTG. (IN.Y #T (IN.) MAX.POST SPACING (SPAN) FTG. (IN.) MIN.MAX.POST POST SPACING TYPE (SPAN) FTG MIN. 1 FTG.ONi ST (IN.) MIN. POST TYPE 10'-0' -12' L-1 B 11'-63-1 /25 „13'-7' 8,9. /3425 B --41007· \-10'-1" \/-26 ¤ 3% B11'-4' 81' 1 / 3627. B 10'-6" - \ /3§27 B-9 -8' \-9:32 \ 928· 5"/ / 3% B 10'-2"- \ /27- 0 91-8: \ /26> 07'-60 -28 ¤ -8070 \ / -28 980-6» 71-19:/ \ /3%9- B 31321- \ / 27- B -9-YB-r- 27 r,- 7'-0'-29 -28 0 7'-6"- V 26- 0 9'4.-X 38290 8 54:F X % 87'-7" A 727 0 i.0. \ 27 8'-7 - /\ 29 0 8'-2'- /\ 21, 06'-9" / 6'-r 1 28- B -<T-7" i \-30 0 -7-2" / \-29 W 602"609: / 27- 0 \29- O T.9 - \ \29- n- 6-0' 1 \18 0 -7-3" / \10 0 10' / \10 06'-6' / \28- o 7'-10'- / 393- B 74' \29- 09-F - 5-9 1 \-29 0 -7ro. 1 -%-7' f -30 95'-r 32'5,-7.--/3829- B 3-7,-8. \30> p. 7'-2- \- 31 w /6'-4" \2931- B 10# L.L.100 MPH - FREESTANDING SOLID COV ERS 11'41-- 29> Q-\ . /121-91-0-39S--21-\ /H\ /3%4 B /30 n-8 -3"1 \1-8'-4" \l-32 9 8'-6"- \ /24- 0 19'-0" \/31 0-7-9' \ /15 9 1Eg \ /-33 0 -51 / 25 0 17'-8' / 32 07-2" \ /-26 D 15'-r \ /34 0 -DIk-6Z \ 25- 0 16'-61-- \ /' 33> r17 0 14-1.34 W IZE X 26-O 15'-7"V ' 34 B 60-4'-27 0 13'-90 A -35 u 05!E-- 27, 0 '14'S-- /\ 1 33§6- C6'-1",-28 0 -13'-1' SE< / \ 27 0 14'-V- / \ 355'-9" / \-28 0 E'-60 / \-36 V 5'-1.- I \27 0 13'-7" / \'35 r5'-7" /\-29 9 -2-0. 1 \-37 W 311> / \28 0 13'-Ob- / 5-4. 1 \-29 0 11'-6' <991 12' OR LESS EXP. B&C G \ 8' 91 X 10' 11' 12' 13' A JW n .W10'-4' - 28 12'41---5 9 G11'-4- 31 -H / -11'-2" 31 H35/ BE- G 11'-3" -29 G lii" 29G G9'-0*-10'-6" 30 -H \ 1 - 10'-4'- 30 H 1 10'4" 28 8'-6» 28 3829- G /G 171-71/32 1-9'.9" 30 104' 3427- n 8'4" 29 U -8'-11-16- G A - 9'-2" 29 G G 15'-6033'*3%6- G G 15'-9' - 31 H7'-7' 30 U 8'-2-1 -8'-9' -30 G 70-3"- 14'-2. 32 I G-7'-3"-30 H - 8'-4" 30 - H 7'-0'H 13'-6" 1327'-6' - 29 G 13>\0 AL£>47'-0" 31 H \ -8'4" 31 -H H77 -30 G 30 G 8'-3' -30 G 6'-10"---liE:. 15- - 19 1 A'-Al 1 11'.in•-1, CR/ MEIRI FOOnNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDtNGONLY. SEE ALTERNATE FOOMNG TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS '*>No. C37348 •THE MACMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF ™E AW(IMUM SPACING SHOWN IN ™18 COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -0 *t FIGURE INOCATES E,eWHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & CM0 CALM: DRAWN BY: EN. TOM CAMPBELL & ASSOCIATES, INC.SOLID LIVE LOAD •PAnO COVER SYSTEM AS MFG. BY:DATE: 16O1t2012LAPMOER¥ 0196 COMMERCIAL AND RESIDENTIAL STRUCTUFUL ENGINEERING polung=mILE 10, 20 & 30 pif DURALUM PRODUCTS, INC.SCALE: NONE AND ATTACHED HORil 'PANC) I 8260 ALPINE AVE., SACRAMENTO, CA 96826REVISED BY:RANCHO CUCAMONOA CA (961)741.2107 10 ILL 90 -H 90.100 8 110 MPH (918) 462-7021 FAX 403-1619 011*Indunk,n.com SHEET 18 OF 33 10# L.L.100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C DBL. 2.*6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM >.3"x8" BEAM EACH w/ A 3"x8" STL. INSERT E% R MAX.CoL MAX.POST MAX.POST MAX.POST@ 2 SPACING SPACING SPACING FTG MIN. FTG. MIN.SPACING FTG. MIN. FTG MIN.MIN. 2 9 ON SLAB* FOR DSL FOR 3'*8. (IN.) 72:Er (IN.) POST (IN.) g (IN.i w: ' &5 G UNC1 E PC' ;Al E ;;Ll ?Wi MS2-*6.52(.032'BEAM TYPE (SPAN) 5' 13'-7. 3210"- 10'-2._--1 /22 0 14'-8" -4 1310 H- AtS---\13951 B 355/\1337-10' 900' \ /13 0 15'-8. l 32 1 - 16'-8' \23'40 \1-34 5 87 -97 - \/3327 B 13'-4*- 1 /30 H /3932 8 34'4'--\/34-- r61 11 1-4. __--93. 8;22" 12t6" /0 1 - 15'-3.21'-6" \ /35 v 61 7' 9'-8"ar \ / 3% n 12'4" \ / 39319-H-A:3. \ / 3155- B 32'-7 \ / 35- A0 -11'-7" / /19'-10" \ / 16 U T 8' 80-6" INI---311: \ / 24 0 11'-8" 6'-3"7'-1' \/-25 0 - 10'-60 18'-8. / /-37 E1 2930 5-ii -M= \ l -253 9' 7'-7 9' 7 -7-V 25- o 11'€ V -14'-2" ,V 33 V 36-A 16 0 ---9.-10- A 2956. l,12,-6. A 14 9194*F A -id 10' 6'-9"-St"* 74" / \ 25 0 10·--10" \28 n 13'€ /\ 5'-8" -26 0 - 9%5*1 -30 u 13'-10- 1 -16'-8" /-39 10' 6'-1' - 6'-10=- / 25- 0 9'-7 , 3%6-9-FE-17;-4. / \ Ai- C 23> \ 3811'6'-2" 5,-4" 6*-1· / \17 9 -811" 16'-00 / \-li F 11' 12'-10", / \ 12' 5'-80 %23, 33/ \26, 0 9'-2'- / 23-G AT'-3" , 3% C -123' / \385'-2" 5'-10" \17 0 -8'-6" / \ 31 H TE100 /15'-3* /-16- F 12' 13' 5' 2 54!J----Br43 \26> 0 8'40=_-- J 3536- C 163' / \39-500" 5'-8" \-28 0 -7-11"/ i 32 1 - 10'-6' /14'-8" /&-40 13' 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C / 9-9*< 9'-7*< 29> Q-\/16'-3_"-- 14 n \ ,24'-0' 35, i 1 /30'-8" 37, J ,\r.1 -8'-10*1-10" -30 - H \/ 56 J \D 6'30 G 1 22'€ 34 28'4' 36 J7'.9'7'-10 29 -G ,13'-8"1 -19'-3" -35 J -26'-1. 38 K \6' 7'r-8"7-2.7-10,-0.2728-G-G \ /1 1348"-12-8 30 G \/ '17'-10 35 T 8'- 29 G 19'-1 "2403'35/ J 8'V 3667 - 618" - 28 G9,12'-1 '18'-0' 32 3519>29 G -5'-9" 33 J 20'-70 li 61 A 9, 10'G-28 G 17'-1' -32 I 21'-0.-34-J 31 H 10'-7"-15'-0" 33 J 35 1 11' 51-9. --39> H-10'-11" -28 G 16'-3' 32 I 20'-0' 33 - J 5'-4" 5'4" 32 1 11'14'-3" 33 J 18'-80 35 1 / 5'-6"- 5'-6" - 31- H12'-193' 29 G948" 5'-1»13'5'-4" -31 H 10'-1 " 4'-9"47 33 J 9'-3"29 H 15'-0' 31 H 18'4* 34 J 13'-2' 32 I 16'-6' 38 -1 85!IRi FOOING SHO REPRESENTS LENG™ OF EACH SIDE AND DEPTH OFF CU8EO FOOTING WTTHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOnNG SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SEE AUERNATE FOOTNG TABLES SHT. 10 FOR ATTACHED & FREESTANOING COVERS • THE MAXIMUM COLUMN SPACING ON EXISnNG SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B --...... 1- FIGURE INDICATES EXFN; WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OFWN BY: Ek lAPMO Ea¥ 0195 DATE: 10/01/2012 SCALE: NONE REVISED BY TOM CAMPBEU & ASSOCIATES, INC. COMMERCIAL AND RESIDEN-nAL SmUCTURAL ENGINEERING RANCHO CUCAMONGA CA (961) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10/LL 100 MPH UVE LOAD • 10,20 & 30 pif HORIL WHO • 90.100&110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE, SACRAMENTO, CA 96820 (916)482-7021 FAX 401·1519 diI,(*/IA,noom 17-,7 -. SHEET 19 OF 33 4>61!33*5 10# L.L.110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C 6.50 ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" 1-BEAMMAG BEAM @ E CPOST FTG. MIN. FTG MIN.MAX.POST FTG MIN.FTG. MIN.MAXPOST MAX.POST FTG MIN, FrG MIN. MAX.POST FTG MIN. FTG. MIN.POST SPACING FTG. FTG MIN. ON SLAB * (SPAN) UN.) WN (IN.) := 131=7 (IN.)' (IN.)POST SPACING (IN.)* (IN.i ;WT SPACING 'POST q,t , POSTTYPE(SPAN) ON.) TYPE UN.) TYPE (SPAN)(SPAN)(IN·) TYPE , 4 TYPE 5' 13'-7" 6' 11'-4" 7' 9'-8" 8' 8'-6" /35> o 36 i /25- a26 0 8'-3' 6'-9"-27 0 27- O 6'-4 '18 0 /26 0 /-27 9 193" \ /27 0 80-9" \ /-28 0 39>8'-20 19 0 --3ky 2LB- 30 /26> O 1-27 0 Im--_ /27- o 8'-4" /28 0 US..0, 7'-5 -29 9 8'-3" - ---h :t /27 03§260 B /24 0 115 0 -59> \ /25 0 7'-1 ' \ /-26 0 6'-7"-27 0 -ZE>3§- B6'-20 28 /3155. B 253> \/1 32-- r' 15'-r \ -34 D 3-0" \ 1 9- 014'-2. \ /35 Q 345-3' \ /1 Big· c 9, 10' 11' 12' 13' 5. 6' 7'-7- Y 27-- B .31393:- X 3936· B 7,-91-- X 28 0 6'-0. -28 -6'-10'10 0 60-9. 93>1 / \ 28- 0 -159" / \ 29, 0 7-6 - / \29050-8. / \-29 D 6'-10" / \-51 06'-7 1 \-30 0 6' 2- 62" \28_ 0 7'-6· - / \ 30- 0 7'-1' / \ 290 54' 1 29 0 / \ 11 El -6'-3' / \11 0 E-w 325/ \ \29- a DE" \30 O 67 - / 5-3* 1 --30 9 e:.3· \-32 \31 0 5'-2" 33> /3930· B -510" / \31 0 6'-7>\30 05'-1' /6'-1" /\12 0 -51-9. \-32 0 10# L.L.110 MPH - FREESTANDING SOLID COVERS 110'€ 30 /174'E H-/ -10'-1' - 31 I 11'-7.32 J/54i·%:-3132 H / 91100"<- 1 11.-1 -39 H/ 11'7 -30 H /- 9'-2' 31 H\/10'-8" 32 / -10'-7" 32 I 317"V 27 0 14'-2'-Y , 32- r5'-9" A -28 0 12'-6•-SE> 7 \ g a 13'€ A I aiy C- 29 0 --71'-10" / \ 33> \28 0 12'-10" / \36- 357 / \ -29 0 \-38 u 28- 0 12'€ / \1 36 t, 10 9 10010' / \,-38 V \ 29 0 11'-9"-/\37-9 \19 E 12' OR LESS EXP. B&C 1 914" 299/i / 21'-10> '.1.30 H \29-T 9'-7 - 28 G \ \35/24· 56Fi- \18'-6' 7' 8' 9, 10' 11' -12' 903"299 - 8'-6- 30 H 8-7'- 28- n 54 --29 u -52:28- G-7'-7" 10 H ..I31.-_gi G--7'-2" -31 - H ..21'-39> H- 6'-10'32 1 520' 31 H67 -33 I X 10'-8" -30 G 94· 17---H 97 - 29 G ---Ew-36--li 9'-0» -28 G---i -:2'H 87 - 29 G 7'-6- 31 H 7-11" -30 H 7- 32 1 7'-7"-31 HE;'35«I- X 3%-9.30515-H 9.-10. -29 G --14-2--1 331---29> G- 8 -8- 30 H 8'-10" - 29 G --13· -50--A 8'-6' -30 H - 7'-10"- 32 I 8'-2 -31 H --99 --55---7 X 8'-6" 28, n -810 10 U 8'-2"- 28> n _:lys:-36--W T-g---3%i--17- 6'-10" 7.-1' 30--H - 6'7 -32 1 3%739-0-7 X 33--- 16'-6" 35 15'-6. 13,114'-1" 33:/ 13'-4'3-812'-3' -133' 11'-9"25,31 H,/ \70-3" 31.--H /6'-3' -33 -J/ -6'-6- -33 J /\335- 313i B-T l / 6'-7'31-H //12'-2- -6'-1" '33 J /11'-3" NOTE: EING SHOWN REPRESENTS LENG™ OF EACH SIDE AND DEPTH Of: CUBED FOOnNG WTHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOnNG SIZE MAY BE REDUCED 6· EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS • THE MAXIMUM COLVIN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MA)06¢UM SPACING SHOWN IN THIS COLUMN OR THE MWOMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. FOOTNOTE: 'SAMPLE' ,FIGURE INDICATES EXPOSURE 8 - -N FIGURE INDICAES E WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B&C DRAWN BY: E.N SOLID UVE LOAD •PAnO COVER SYSTEM AS MFG. BY:TOM CAMPBEU & ASSOCIATES, INC.POST SPACING TABLEIAPMO ER# 0195 DATE: 10/01/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 & 30 pef DURALUM PRODUCTS, INC.SCALE: NONE REVISED BY:RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIL WIND =8280 ALPINE AVE, SACRAMENTO, CA 95826 10#LL DOMPH 00,100 & 110 MPH (910) 482-7021 FAX 403·1519 alio,®dur,Un=n SHEET 20 OF 33 10# L.L.110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C DBL. 2"x6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 31'x8" BEAM w/INSERT DBL. 3"x8" BEAM 3")<8" BEAM EACH w/A 3(8" STL INSERT 5 AW(.COL MAXPOST MAJ(.POST MAA POST MA.POST /2 G & SPACING SPACING SPACING FTG MIN. FTG MIN.MIN.FTG.MIN.SPACING FTG.MIN.FTG MIN.MAX.POST M ON SLAB* FOR OBL FOR 3' x 8- (IN.i W#T (IN.)' 72# %%2 41 wi (IN.) WAI (SPAN) (IN.) ET (IN.) ?WET Wf Wl- 2- Wt rMIN. m 5 2-xe.5-1032'BEAM 5' 13'-7 2]2." 10'-2' -/22 0 11'-7'-\127 -1 7-2'-4 /30- 0 24'-2"1347--2- 9fb" /-23 0 10'-3" \ /li- 5 -2"12 0 1'-4' \/'36 u 5' 7'-60 - 9'-3" \ /23- 0 10'-8'- \15'-T 31- 0 359" \1 356' 11'-4. ----@3" 24 0 -94" \1 BS 8 --1110--33 0 19'€ \/37 61 7' 9'-8. Z=10'-- 8,-7=24> 0 9'-10" \ /14'-7 32 20'-6" \l 35, -6,-1· /7'-7" \ l -25 0 -8 '-8.. / 3856. B 2'-10"18'-1" \ / U T1/ 60-6" 8'-1* -· \ / 24 29, 0 13'-8" 33 19'-2'8' 8'-6"-5'-9" 7fl" \ /25 0 D 12'-1.1 1-0. \ /- -34 B- 8'-2"30 39 E 60-1" _- 7'-7'- 25 0 809' 30 r, 12'-1 V9' 7'7 --34-- 8- 18%11--- V 38- C - 5'-4" -'-9' N -26 0 - 7'-8"A 4:3211'-4'C -16'-0'A 19 6. 9, 25 0 87 -17'-2" - \38- E10' 60-9"-BTFT<-fl3* / \-26 0 -7'4* / \li C 050-2· , 1*o F 10' 11'6'-2"5'-7' 6'-1_g / \ 25 0 70-10" - /\ 3152.B 11'-8"35, 916'-4" / \ 39 - - 9-0. -£-1. 1 -27 9 7'.0" /16'-3.16 u 14'-6" / \11 F 11' 12' 5'-8".-11*.3.4/5/1// /3§67 B .DE-/ 3155- B --§90·37 C 15'-9" - / \4011'-2"-6-E l /630· 1 \11- F 12' 13' 57 3Ei:57.53>36-- 0 7'-3- -/31 - o 312/36.- .0 3:2-0-1 \40 13'5-8. 28 0 -E*r | ;33 0 9'-6"37 U 13'4"/\-42 10# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C /8.-11: 9.-C 29-9\/115----22.12-\3139 J \- 8'-3' <B'-10" 10 H /-12'-10 33 J 6, 7' 8' 9, 87 8'-9"28 G 7'-4" - 7'-10' 27- G- -P .7. /-O-rt 8-G 6'-8--77 - 28- G -BA" E#0 -29 G 6'-3" - 6'-8» - 28 G -507" 5;111-50 H X 12' 13' 12'-9L--31- H /19'-10>35_ 11'-9' 13 - J /174' 1¢ 11'-9' 31-H /18'€ 34 -10'-7" 12 I 1 1E-2" -3£ 10'-8" 30§ /17'4"--.31- 9'-10' -31 H /15'-2" 3: 10'-1_'--31---G /16'-3: 33 -9'-3" 31 H /14'-4" -34 10' 11' 5'9" 6'-3" 94 - 5-7 8%:i--¥i- -4al 0- *l'.4" 32-1 9'-7-299 /15'-6J.-. 8110'31 H /137" 34 5'-€ 5'-9"- 30 H 9'-1.:39>.t 14'-E 32 - 8'-1" 32 I 13'-0" - 34 \ 5'-0"- 5'-6- 31- H \8'-9"-31-H- /14'-21 3@ 1 - / \18'-2' 35\ -441 -5-7 -1--1- i \ 10" 13 -J 206. -34 -J / \ 4'-1 91-0- 541--0--31--B-- \8'-1»-31.-H-/35/33- 1 -/ 16'-1Q>· 1 /F\'66Ne--0 432 '4'-9' c J -7-5" -33 -J /12'-0" 35 -j /\15'-7* 38 J NOTE: FOOPNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOnNG SIZE MAY SE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FORATTACHED & FREESTANDING COVERS C37948 -1 /*// FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B ... + FIGURE INDICATES EXP WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B&( lift * ™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. :.A<-d'B DRAWN BY: E.N. DATE: 101/2012IAPMO ER¥ 0195 SCALE: NONE REVISEEO BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951)741-2107 SOLD POST SPACING TAaLE FREESTANDING AND ATTACHED 10 0 LL 100 MPH LIVE LOAD• 10.20&3001 HORIL WIN:C) • 90,100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 96826 918) 462-7021 FAX 403-1519 ZIWIEID,wcom SHEET 21 OF 33 J I 24'-8" 40 - K 6' 24'-8*37 23'-1" , 36 8' E J 9, C J 17'4· -37 J /*h 20# L.L.110 MPH - ATTACHED SOLID COVERS 6.5" ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTERMAG BEAM 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM 7" 1-BEAM MAX.COL. MAX.POST SPACING SPACING ON SLAB *(SPAN) FTG. MIN.FrG. (IN.) POST (IN.)TYPE MIN.MAX.POST POST SPACING TYPE (SPAN) FTG. MIN.FTG.ON.) POSTTYPE (IN.) MIN.MAX.POST POST SPACING TYPE (SPAN) FTG. (IN.) MIN.FTG MIN.MAXPOST T (SPAN)SPACING FTG. (IN.) MIN. FTG. ?* (IN.) MIN.MAX.POST POST SPACING TYPE (SPAN) FTG MIN. FTG POST ···· C(IN) TYPE (114.1 5' 6' 7, 8' 9, 10' 11' 12' 13' 5' ' /26 r. 10'-8"/26, D/3-26- B 1911§:E"1 -iT 0 -94' \117 08'-3" - \ 27 011'-4" -·-0-73 1 / 27 w ---08'-9.-28 0 9.8. IE/ \ 1 3%i B 111*- 1 EL-- 8 5:G67 / 29 29 0 28- 0 80-6.7'-2" \ / 27 - 0 8'-0 - \ / 28 80- 6'-4 " ,1 --28 0 ----7'-8" \/-0-55 8 -AF 3%0 B 7'-7" 609 27 O 1'-1.-V 28- 0 801'- V 29 06.-O. A 18 0 7'-0.A 10 0 r.2' A -30 0 6·.9. 33"-- / \ 28 E, 6'-11'·- / \ 28 ¤ 7-81--- / \ 29, ¤5'-8" / \-29 06'-7 / \ -30 0 -6'-9'-31 0 6'-20 9%:17 / \ 3826- B m-:- \ 3%1 0 -ra- 1 \300 0 /-6'4. 1 \-31 0 9.5· 32%3, \3936 5 5/\li S-E ISE:g \30- o5-9. \12 05'-2, 5'-8"/ /\-36 B .51%2 l\ 29 \29 r, 5-9.- i \31 n5-1' I \11 &\-32 u 20# L.L.110 MPH - FREESTANDING SOLID COV ERS / 9'-3'- 29, G -\/110-2* 30, H-\ /10'-8" 30- G-\ h 8'-4" _--4 124 0 18.-19>.\ -7-8.-25 0 ,343 C 8'-0'1 32 r• 7'-1"15'-3' \1 -34 U-fTA"24-·- a .,.s-- \ / 33- E-6'-7"14'-2- \ /-35 - C IE>26, 0 335- \ / '33, c 6'-2' 1 12'-9- \/ '-0-55 6-18 D El:/ 27 0 13-T,V 34c 5'-9"12'.1 ·A -36 128 0 33>27, 0 12'- /\ 34 C 5'-6"19 0 11'-1" /\'-36 ' SE--/ 28 0 11'-6" , \35- C 5'-3» 1 -29 0 19-7 1 \-37 1 33>10,-7' / \ 3537- F%85'-1'9'-8. 1 2;L 0 10'-13* /\35 C '\- 37 ' 12' OR LESS EXP. B&C G 19'41.<3 i ,\-1-9- 10 -H /10'-70 12 -I \/--lb'-1· 11 -H 0 -0 10'-3' 10-9 80-1' -30 903" 31 H 1 7'-9«16'-9" 36/ 9'-6- -29 G \ / 9'-1- -29 G7 '-6*9'-00 30 H 87 30 H 7'-2' 19 G 33'-:--3335- J 7'-0' 29 15'4: 33308'-1" 30 U 609" - 29 U7'-00 -28 G 8'-4 '60-8' - 28 G C NAL 46'-r 30 H T-r -30 n 6'-4' 30 H6'-8" 29- G-13'-9" 34.4280-0'- 29- u 7.f 29-C445 U 6'-4" 29- G 13'-9" 32- v y 7 - 8' 9, 10 11 '''I "9111 FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING V#UHOUT SLAB WHERE SLAB OCCURS, CUBED FOOTING SIZEE MAY 8E REDUCED r EACH SIDE FOR FREESTANDING ONLY SEE ALTERWTE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COv'ERS * ™E MAXIMUM COLUMN SPACING ON EXISANG SLAB SHALL BE THE SMALLER OFTHE MUIMUM SPACING SHOWN IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. -601"-31 - H / \13'-7 -33 mip#a \'%11 FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B ... [ -- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. , E 3210. 4379486 1 \-50-9" -32 - 164"-31- H- l \ 7'-4'-31- 1-1-7'-0'-31-H- 1 5'-1 QJ-< 31-H 12'4"31- 41Z 13'\ 7'-1" -31 H \ 6'-90 - 31 H-57 -33 - J /\ 5'-80 -31 H 6'-4" 33 J /- 5-4' 33 J / OfUWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE SOLID LIVE LOAD •PAnO COVER SYSTEM AS MFG. BY: 'APMO ERI 0195 DATE:10101/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10. 20 & 30 pif DURALUM PRODUCTS, INC.SCALE: NOME REVISED BY RANCHO CUCAMONGA. CA (951)741.2107 AND ATTACHED HORIL WIND -8289 ALPINE AVE., SACRAMENTO, CA 95828 10 # L.L 90 MPH 90,100 8 110 MPH (916) 462·7021 FAX 401-1519 -le,@d-klm.corn SHEET 22 OF 33 -6'-3" 11 -H -<707"31 1-1 -7'-2" 11 n 6'-4-- 30- H ,708"-30 -H-7-3"-30 -H - 20# L.L.110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C DBL. 2"x6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3)(8" BEAM 3"x8" BEAM EACH w/ A 3"xr STL. INSERT 4 1 0 MAXCOL. MAX.POST MAJ(.POST MAX.POST MAX.POST MAX.POST 5 0B % SPACING SPACING SPACING FTG. MIN.FTrz MIN.SPACING FTG.MIN.FrG.MIN.SPACING FTG.MIN.Fl-G.MIN.MIN. m pi ON SLAB *FOR DSL. FOR 3' x 8' (IN.) (IN tg (SPAN)TYPE ON.) gg (SPAN)POST s=7 ;Al. E *11 = 0% 50 13'-7" 7:5'--7-11:U-1 (IN.) POST POST (IN.3 TYPE(IN.) TYPE 7*6.524.032=BEAM 124 O 12'-0'-\127 /30 Q-- 25'-1"134 - c 5 7'-1" --7-5" \I-25 0 11'-4" /-29 0 15'-2' \/-32-B 21'-40 /37 6 67 - 703" , \ /24- 0 11'-0"- \ /28__- B 15'-1" \I 31, B 22'-10> \ /36 6'6' 11'-4" 603. 68' /16 0 10'4' \1-29 -Fi'-10- \ /13 u -19'-6' \1 -37 6'-1" , 6'-5" - \ /25, n 9'-9- \ /28, ¤ 13'·€ \ /31 r. 20'-€ \ /36- - r7' 908"-0--611" / 16 0 --97 \ / 10 9 12-10' \ /-33 0 -18'-1" \ /18 5'-E 5'-10" \ /25 - 0 9'-2' - 393·1 B 12'-8' -\/32 19-r /378' 8'-6" - 5'-0" -5'4" \/17 0 840 \/-121-·1 7-0" \/-3934 C 8' 707" 5'-0•«4'-9"-5'-2-K RL B 29 0 11'-t- V 0%- E 15*- v 38- 9 91 - 27 -7'-11"-31 A A -40 , 4-9"- 5-1"/\3§27B 7'-11' /\BE B 10'-10 - / \ 33 16'-6: /\E> r 10'10' 609"--<.R ' VE \16'-9· / \-35 15'-2" / \ -40 • 4'-€ 4'-10' / \26- 0 \30- 7 9-" -1 \ 33*3-1- 3= 1 \ 35€ p 11'11' 6'-2" -4'-0' *7-5' /\27 O 6'-11" / \-32 vib'-3" / 12' 5'-8"4-Iblc4-34<r /\ 26 n T-y - 1 \33- r.159:--- / \39- - \ -28 0 -EZ \ \-32 u 9'-10" / 135 t- -ty-10" / \41 r 12' 3'-110- 4'43< /\27-0- 0 6'4-/ 39- - 13'13' 57 -3'4 "3'-11"/\-28 0 -6'-4' 1 13133- C 51954./Pig F -13-4" /\42 20# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C , 8'-4' 8'-61---- 28 - r. \/12'-0'- 2L- H -\1 '10,4./ 24'-1 Q>.256--LR- '5' lou 1 /1<4'-29 i \ -19-T 39 J\ /-23-60 \ 27 n \ /10'-10"-28, H \ /18'-6"- /2209" 36- J- \ 6, \ /-29 U \ /-10'-3' 29 -1 \1 ---17'-5.3456* J\ /21'-6" 18 -K - 1 91'-1. - 022 17, \ / 21*-2kg.2728- G \/ 101239--,0- / 54.47 34# / 97 30 H - 6'-8"-6'-91-- 28-- 12 9,-6·- 29- u 16'4" 338'-6'-0" -WE" -28 6 \/-9'-0" 31 n -15'-20 - 67 - 6'-4"- 28- G ,9'-0' - 29 u 15'-2' 339,'146" x71-1' 10 -H «8'-6' -31 n 51-9' 6'-1'- 29> G -8'-63-*-- 36 14'*4'- 32 10' -13'-r -- 5'-3" R-9" -31 - H -8'-1" -32 H 11' 12' E-5..< -1-30-5-H / \ 802" 30-0-.H / \ 13'-9" 32- 5'-0' 9 J | \-7'-8' 32 1 / \134...+ N*N3133-4 /\ 7'-90----31---IL- / ---12-6" 0 13'-2" 32 -74"32 3 1 13'-/ \47 - 5'-4"- 31 H-4 -4' 4'-8 nJ \ 7'-60 -31--N---/ 12'-8" 32 y*-12'-0" - 6' 7' 8' 9, 037948 FZ EQI& FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MAXIMUM SPACING SHOWN IN ™IS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE' NFIGURE INDICATES EXPOSURE 8 .... r -1- FIGURE INDICATES EXPi WHERE ONLY ONE FIGURE SHOVel INDICATES EXP. 8&C DRAWN BY: EN.SOLID LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY: TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE 10.20 8 30 p,f OURALUM PRODUCTS, INC.DATE: 10/012012IAPMO ER; 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOING SCALE: NONE AND ATTACHED HORT WIND •0269 ALPINE AVE.. SACRAMENTO, CA 95828 RANCHO CUCAMONGA. CA (061)741•2107 10 0 LL 100 UPH 90,100 & 110 MPH (910) 482-7021 FAX 40&1519 .le.Gd-*=m SHEET 23 OF 33 REVISED SY: 35 \ / 19'-10- 37 U 35 4 V 18'-80 -37 J 3 '<i T-r - 36 J 3 1 \ 16'-2.34\ 15'-3' -36 J 35 -J / 30# L.L.110·MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C 6.5" ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" 1-BERMMAG BEAM G' mr FTG. NT FTG. ¤iT MAXPOST ON SLAB *POST 'IN % POST SPACING (IN.) SET (IN.) ET(SPAN) (IN.) TYPE (IN.) TYPE $(m til. ?= t:1. 5 153F [Al- & 711· & ';lf* FTG. MIN. FTG. MIN. MAX.POST FTG. MIN. Fre. MIN.(SPAN)(IN.) TYPE , , TYPE (SPAN) 5' 6' 7' 8' 9, 10' 11' 12' 13' 5' ' /25 -9,4.-1 /25 0 / 26 0-10" /27 0 -1-10' l-27 o7'-70 -\ 2611'-4" ,-0-79 \/3527 8 339-7 \-Ti B 32:E-W \ 1 BIT B 9'-8" 21* \ / 3527- B 1-7-3. \ / 3628- B 3%- '-6' 26 n 8'-6= \ / 26- B 51-0"1 8-0- 5< 7-7 - \ 1 26 n 28 6'-r / 28 L - 60-9" /-28 07,-70 V -EL- 8 -53> V 21- B 6'-6" - X 3%9-1-9-1<-6'-0' A 28 6'-1'A -29 u 6fl. 6'-g· .304 '54r- -19 05'-8. / \ / \ 27- 0 50-11"- / \ 27 B 6'-0" - / 27- n 29 U 510" / \ 19 U 6'-2= -219:27 -0 35--- I \27 n 9-W - I \2899-5* 1 \29 0 57 1 \-29- U ---Ei· 9-2: 35-g5 W-6-17 5,4033, 7 5'-43**28 - r. 29 v 5'-2 5'-3' \28 28 B 5'-1"-28 r. 5'-1* \-30 i' -4'-7' / -29 V -4'.9"-30 u 30# L.L.110 MPH - FREESTANDING SOLID COVERS / 82:/38/ % /10'-0' -39>-f /36: 29-9\ /1- 7'-10' 29 U \ /93" 31 H / /18 O 161-1'/3¢>C -70-4' \/-20 9 154" \ /-321 -74.*/ /19- 0 14'-2' \130, c6'.8. \ /21 0 13'-7' \ /32 L / 19 0 13'-1" \ /31 D- Est \ /-22 0 12'-1' /-33 ' 5'-11' \ / 39- A 112' \ /31 22 -11'-3" \ /-34 5'-7 V 20 - 0 11'-2»-32, CA23 D 16'-3-14 . 501_" / / \ 3123. B 1,20:k 32- C'-10" 1 34' 4'-10' I 21 - 0 9'5 / /33 c-4,-8./24 9 -8'-11" / \-35 1 A.Er - \ \22- o \,33- c4'-4· / \4 0 -8'4" /\35 ' \ 22 B, 8'-7"- / \33 r-- 4'-2. 1 \-24 -C 7-10'/1-35 r 12' OR LESS EXP.'B & C 28- r, i 1722=--- 31-- 11 -7-7 19 U \ 70-3' 29 U \ 7, 67 29 u 6'-0- 30 10' -517-34- H /\ 5'-4" 32 1 / 1 - 57 33 J / 13 /5'-0= 33 J / HQIKE FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING ¥THOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SEEALTERNATE FOOTNG TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS 16'-6" - 36 15'-1" -35 4 -113"*32> 1 14'-0' 34 13'-1"-33 - J 153"--31-1.- 11'-9" 33 - J 1 1033.* 31JD•.i 10'4. 33 PAMPLE' - 57 - 32 -<29 , J 5'-0' 33 ./ -\ G im,-31 H ,ElE No CRT-948 /* FOOTNOTE: FIGURE INDICATES EXPOSURE B ... - '- FIGURE INDICATES EX,-u..Me••c--2·-LEB=0-...r V-WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ! I THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MUIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR ™E SELECTED BEAM. DRAWN BY: EN.TOM CAMPBEU & ASSOCIATES, INC.POST SPACING TABLE LIVE LOAD • I PARO COVER SYSTEM AS MFG. BY: ,SOLID IAPMO ERI 0196 DATE: 1601/2012 DURALUM PRODUCTS, INC.SCALE: NONE COMMERCIAL AND RESIDENnAL STRUCTUFUL ENGINEERING FREESTANDING ,%,:Art,8200 ALPIPE AVE., SACRAAENTO, CA 95820REVISED BY:IWICHO CUCAMONOA. CA (951)741-2107 AND ATTACIED 10/LL 901*PH 00,100&110-H (918) 452-7021 FU 403-1519 Ii#1<2dii,ki·n-n SHEET 24 OF 33 / 9'-r - 29 G / 8'-80 -28 G819' 30 H \ / - 84" 30 H \ / -llo' -18 G \ 81 39 H \ /8'-1 ' -28 G 7-90 29 H\/643" -28 U 77 - 28 6'4' -28 6'-6' 29 U 7'-6*- 28 6'-0* -28 G-72 -30 H 6'-10" -30 n 57 30 H 5'-8' - 29 G-69' -31 H 5'€ 31 H 6'-9"- 3{1> t / \ 6'-61-*- 30 H \ 6'-3" -31 H 67 33 J /6'-0" 33 J\ 6'-3"-31 H /\ 6'-0' -31 H r 5'-8" 33 J 30# L.L.110 MPH -ATTACHED SOLID COVERS 12' OR LESS EXP. E & C DBL. 2"x6.5"x.032" BEAM / 3E DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 3"x8" BEAM EACH w/A 3")(8" STL. INSERT 3* DO MAX,COL. MAXPOST MAJCPOST MAX.POST MAOCPOST MIN. FTG.MIN. MAXPOST * SPACING SPACING SPACING FTG.MIN. (IN.) POST SPACING FTG MIN.SPACING FTG. MIN. FTG MIN.SPACINGONSLAB* FOR DSL FOR 348'TYPE ;2 E (SPAN) (IN.) T N E9 (SPAN) (IN.) mET (IN.) WOST (SPAN) * ;* ON.) ;* E '2718.5.037 BEAM 5' 13'-r 53" 6'-10'122 10'-3"/26 /3931- C 133, - 6'-1" 6'-50 \/-14 B -1-9.\1 18 t:1 -h'-6' \1-35 5' 1 27 12'49> \ /29, c 19'4" \6' 11'-4"6-85,-5.E-25,-8. \ / 3-24- B -9-5"-9-0. / -li B -<11'-10' l -31 i. 18'-9" \l 3436 F E 7' 9'-8'5'4' 54' -- 4'-9' --'5;-3" /31.- B 54::6- 3726-S-6-1SS·G- \ .3932F-g--5:1'6,-8. \ / 3557 F25 71 8' 8'- 6,v 4%2:-- 5tE---2 \/ 24> r, 7'-10' - 1 1 27 10'-·4' \ / 30- C \ / 35 8'-4'-4' - 4'-10" \/ 15 0 -0-7-7' -16 C -9'.10» \ / 32 1 15'-8.37- 3426 B 7'-50 - V 28 9'-9" - V 31 15'4' V 36- c 99' 7'-7" ,-6100 A 30 C 14"1\ 12 1K-9'A 1, \ 24 ¤6'-10' \28 ,·,8'-11 '_- / \31 14'4' /\ 36-00 - 10'10' 6'-9"3'-8"4'-2'-26 - 30 u 8'4" / \ -33 13'-6" / \-38 11' 6'-2. 3.3: 4.-2: / \ 25> 0 6'-5" - / \ 29> A -5:9: \31 13'-§" / \36 - 3-e -3-9 l \-26 O -6'-T I \11 0 -33 '12'-10' / \-39 11' 12' 5'-80 33>3111> /\2 E 2'7,-4. \31 r-12'-10> / \373'-3" 3'-6' / \-li- B 51:7/ \11 \-33 r /11'-iw I \-56- F 12' \25> C- 57 -/ -7'-9 -13' 5'-20 --,11'40 1 \40- 3'-0' - 395" f \-27 -B 33* i 1303>0-1 \37- - 13' 30# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C , 7'-6' 7'-7"27- 1017" 30G, ,18'-0. -34--- J /2€LE./.M . 1 515' / --1" 7'-3' 19 -10'-2- 31 17'-2" / -21'-2" 38 J \ 7'-0'- 27_8 (J 9'-8'- 29, 1-1 20121---35 1 6'-6"-9'-3" 11 nil- 3- 1--1 \\< if J i/1 T-10 15'-9" 35 -19'-3" 37 v 6' 33> 33-- 3 33" 3436 3 \ 74T 601" 6'-2" 6'-0' 6'-1.-/3%6- G8' 8'€ EL- 1 1 14'-30 -32-1 15.3436- J 8'-5'-8' 80-9" - 8'-10 30 M 13-8- 34 J ' g. 9,9-T -5-9 -28 G- 5'-1" 5[6' -30 -H X E=-28 - 7'-8' 30 H 13'€ - 32 I 16'-71----013 -1740- 33 J 15'-9" 35 J A 9, 10' 11' 12 5'-1' 5'-6' ----36 /\-1.r - 29 'Ve -grt 31 - H -7-3' li 1 1 4'-7'- 5'€ 39- _H -t-9- - %0 32 - 1 32 1 12_32% 15'-8.-32> - 12'-3" 33 J 15'-0- 35 12'-3>-311 15'-2. 32 11'-8'33 J 14'4" 35 3 3 i \63 3'-10 4'-8" 33 J - 6'€ 33 J \11'-20 33 J \ 4'-0" -4'4"-31 H-6'-8'31 6'-4- 33 J -137 - 36 J13 MmEL FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEF™ OF CUSED FOOnNG WITHOUT SLAB. WHERE SLAB OCCURS. CUBED FOOTING S[ZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATEE FOOMNG TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS 20'5 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MABMUM SPACING SHOWN IN ntlS COLUMN OR ™E MAXIMUM POST SPACING SHOAN FOR ™E SELECTED BEAM. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 -· O -t- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. DATE: 1001/2012IAPMO ERI 0195 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDE,mAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741-2107 SOLID POST SPACING TABLE FREESTANOING ANC) ATTACHED 10 0 LL 100 MPH LIVE LOAD • 10,20 &30 plf HORIZ. WIND • 90,100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8209 ALPINE AVE, SACRAAENTO, CA 96826 (910) 452·7021 FAX 403-1519 -1-Od/1*,nim SHEET 25 OF 33 0 111 C37948 * 10# L.L. 90 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"€ BEAM & OR 3"x8"BEAM EACH w/ A 38" STL. INSERT MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAJ<.POST MAXPOST 1 R % SPACING SPACING FTG. t FTG. SPACING FTG. p FTG.SPACING SPACING ON SLAB *(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.) 7%6.52.032'BEAM (IN.) TYPE ON.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPE •FOR DBL FOR 3' x 8' FTG. F+ FTG. SPACING FTG. F+ FTG. SPACING FTG. FNT FTG. 1i- E 107 - ,r. 18-15'-7.-1 20 10'-€ 10'-9" ,0 18 23'g---1 + 1 0 23- 32'-8.5'5' 137 .-16:3.\ 1 0 -19 /18'-7"\22 -10'-6"10'-9' /¤ -20 ---23'-2'\1 0 -25 32'-8" \/-28 L9'-8" -1/ 0 18 /0 18, 20'-4"-\ / o 23 -29'-19.x \1 27 '-6' 11'-4" _0-·0§:8· 0 -20 -14'-3" \O -1094\ /O 16 29110" \ /-29 6' 902"-1/0 19- 13'-3"- \0 19 19'4' \ /n 24,27'-§> \ |27 T70 948" M-§02" \/ O 11 /13'-3" B 353-54:S--144.-- \ /0 -21 -19'4' \ /u 16 27'-8" \ /10 8'-90 \ / 0 20 - 12'-4"_--2 \/B ·2224--3"-7,4.-5--Ci- \/ 0 19,17'-1> \ C 21--2529> \ /28- B8' 8'-6' -<809. \/0 21 124- V Dll 1 7-1" W -27 -25'-10" \/10 1,8' 90 7'-7" -258:i:- 9 1211'-8' A -21 -6'-1"U -27 24'-4"A 931 i0 20 11'-8"- i B 3224-3245.--24:67 1 B 29-16'-11-- V n 25 24'-41-- v 29> C 9' 8'-2' l 0 21-10'-9' M B .341:- A B %232%:s:- A c 3%i.5*y l \ 28-C 10'10 6'-9"-8'-2" \0 12 -00.9" 1 \-32 8'-0.- 1 20 14'-7"- l \c 26 21 13' / \29, -11' 6'-2. 23 -10'-2' \ B B -22 -U'-7' / 1 6 18 21 '-30 / \ -12 t 11' 3.1 10,-ZZ> -(-2325-ZE-EFILEE 1,-r -21, 909' / ,1 9 26,20'-4' / \3012' 5'-8" 7'.7'-23 -99" / \-9-B-33256'-0'6,-0.6'-5"ici:-/ \ B 20- 13'-t-- 1 112 3'4" 6 18 ib'-4" \-27 12' 13' 5'-2" -Ci B t.. 9,41*;*: U-g·-3%334%:-324;:3:1 \ B 310-9-10112'-19> i c 26-19-§'-7 \30 -24 - 9 -5 6 28 19%8»\13 13' 10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS E <P. 3&C 11 1263:31.i; G \ FAE;I mii ri00- -Wr;:@ 19-rug- B«\ jEis; 33* J #47< Ng 1-0-\ / I.- 82IL FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTNG TABLES SHA 10 FOR ATTACHED & FREESTANDING COVERS THE MAXIMUM COLUNN SPACING ON EXISTING SLAB SHALL BE ™E SMALLER OF THE MA(IMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 1= \k holE™ 4FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 --7=*21, E- -1- FIGURE INDICATES EXPObORE (-Ci< WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 093 DRAWN BY: EN. IAPIJO ER¥ 0195 DATE: 1601/2012 SCALE· NOFE REVISED BY: LATTICETOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING FREESTANDING RANCHO CUCAAIONGA. CA (951)741-2107 AND ATTACHED 10 0 LL 90 -H LIVE LOAD • 10.20 &3090 HON. WIND - 90,100 & 110 MPH PAHO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALANE AVE, SACRAMENTO. CA 96826 (910)462-7021 FAX 403-1519 Iililedliknzcom SHEET 26 OF 33 147 - 29 G 1 1 9'-3" - 9'-9* -26 F 1 1 20'-4" -32 1 7'8'-7" -9'-1- -26 F 19'4>-31 H 1 1 27'4"- 3447 J 7' 8' 7-8" 8'-20 -25 F 25'-12- 348;5 27 8'25'-10 36 4 9,11'-8'- 27 V 703" - 7'-9" -26 F 16'4' 30 H -1-3' - 77 27 16'-1" 32 1 354'9, 24'-4' 10'15'-3' , 29 G 14?28 U - 15'-3. 31 14'-7' 29- G -13'-2' 35 J 14'-7 31 H - 217 34 \ 9'-9' - 2812'20'-4" - 32 1- 6'-0*8'-5' --59 G {5'-6" 30 H 20.-4 13' 1 -945 -30 H H -2-10' 30 H 10# L.L.100 MPH - ATTACHED OPEN LATTICE COVERS 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 12' OR LESS EXP. B&C 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM EACH w/ A 3"x8" STL. INSERT Q _ 5 MAX.COL. 9 R SPACING ON SLAB * 5' 13'-7- 60 11'-4" 7' 9'-8' 8' 80-6" 9' 7'-7" 10' 6'-9' 11' 6'-2" 12 5'-8" MAX.POST SPACING FTG. (SPAN)(IN.) -0'-3"\ / 90-8.-\ / 9'-2"- \ / 8'-9'- \ l -8'-9- 8'-6" - V 8'-2' / 1 8'-0' -/\ 7'-7--/ \ -7'-r / \ MIN. POST TYPE B B B B B B B B MAX.POST MIN. FTG.SPACING FTS.POST (IN.)(SPAN)(IN.)TYPE 19 157 -i'21 -9-7 1 / B 20 14'-3' \ l-22 14'-3" \ / B 20- 13'-1"-- 1 1-72 -13'-3' 1 1 B3123-17-4;95 V B 22 11'-8' B-24 1'-8" A 22 - 10'-9' 24 -10'-9• f \ B23- 10'.2.- B15 -'-2' 23- 9'-9"-- B-25 -9'-9* FTG. (IN.) 22 - 24 22 - 25 23 - 25 34 26 24 - 26 24 - 26 25 -27 25 -27 MAX.POST MAJ(.POST SPACING SPACING FOR DSL.FOR 3' x 8' 2-*6.55-032'BEAM 10'4" 10'-9"- --19-e ----9:.ar 1' 4 - E-T - -Tar 1= -79 - -7'7 7'4 648*- 7'-4' - -5-%5 --1-4 --34.9" 334,-0,_-3-EF FTG. (IN.) MIN. POST TYPE B B B B B B B B MAXPOST MIN.MAJ<.POST ,FTG. SPACING FTG. POST FTG. SPACING FTG. p (IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) T 19- 23'g_-n i o 32'4' 11 -23'-2' 0 27 32'-8' \ 20 20'4' \ / 0 35-- 29'-10> \ -22 <**70'4' \ / 0 28 29'-10" \ 20 190' 1 / G 26 27'4'- \ -22 1900' \ /B -'18 7'-8' \ 21 17-1: \ / A 39--3519> \ -22 -17-1* \/ U 29 25'-10" \ / 21 16'-C ¥B 21281.< v -23 16'-1" A U 29 -24'-4" A 21 15'-3' /\r. 27 23'-2_-- / --23 1-8'-3" /\ U -30 <-23'-2" / 2123-11*- \ 1-6-3858-3*5- / 22 13'-§>- / 1 5 28- 20'-·4L-- / '24 -13'-6' 1 1 C -30 294" / FTG. (IN.) /38 29 11- 29- -32 30 -33 31- 13 31- 31, 32- 35 MIN. POST TYPE C E F F F F 13' 5' 5'-2, 36:11 \ B 3%5-35*6:i \AA.24:i:-343:1 \ 10# L.L.100 MPH - FREESTANDING OPEN LATTICE COVERS 10'-3"28 -H- ,15'-7>---31- H_--/fE'-3"-G \ /-15'-7' 13 - J \---0'-9. 10.366,6"10'-9'- 28, 22 -12'-m>1 \ EB -14 --17-10"' -23'-2'37 3 G ·2302'---35 1 --36;3 2930 GA E16:5 280-9-H- A -34;:2 -7'4 30 U 15'-3"8 ., / \ 800'- 29, G- / \ 10'-2"- 29, G- / \ 6'-5" - 6'-9' - 29, G- / \ 14'-E- -8'-0" 30 -H / 1 10'-2" 10 - H / I -615" -6'-9' 10 -H / 1 4'-7' 2L·-233' / \32 r -31 19'-8' /2'35 r 12' OR LESS EXP. B&C 1 327'--39- J - 1--32'-8" 41 - K 6' 7. 8' 9, 94" -28 - r. 43" 19 14'-3' 33 -91 -ER 294"-36 11 29'-10" 40 K14'-3'-31··--tLy- \ / 90-3.- 9.-9.-2§56- G 20'4' 34- J \ / 3949>37-2 9'-2"- 27, ,-1 13'-3:/39i--2-0 1 /8'-7' - 9'-1" -27 1 1 19'-0' 33- i 274"3§J \ -92" 29 U -13·T 1 1 %1-7" **161'-16- G \/-194' 55 4 \ /-27-8' 39 K \R-ir u#<29-9-/ \ 74" - 87 /36>I--- \/ 17'4" 32 _1 /2549: 36--J -8'-9' -29 41 ----ht -Er 28 6 17'-1" 34 J \-25'-10* 38 K 11'-8L--39--9-Fi- 7'-30 - 7'-9" -27, r. Y 1601' -I Y 24'4"--35 1-8'-6" -30 u 11'-8"7'-3' 7'-9' 19 U A - 16'-1 ' 34 J A -24'4" 38 1 10'31 1 23'-2' 33 --1302" 31 33 21'-30 30 -H 20'-43.-* 34< 17'-7' - 29 G 6'-00- 6'-5 25-G-7 \ 13'-6-12'\ ---» -ir'ii- -51:5«-li /6'-0" ---65"*31 G M 1--13'-6' 12 -I 1·-10'4" --36 J , #492 .%13' \ 74",39*3--1 9-5" - 30 G 5'-8"- 6'-gL--0--30 ,\12'-1Q>9>1-0-4 \ 192§>--,2L- S; - 7-4 32 1 67 30 1 12'-10' 32 I -19'-8' 35 1*11 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOnNG WEMOUT SLAB. WHERE SlAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. ™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF ™E MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. g 114Vj, rl.948 03/3le FOOTNOTE: -SAMPLE' FIGURE INDICATES EXPOSURE 8 - E- -t- FIGURE INDICATES EXPOSURE 26==:22=€ SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRIMN BY: E.N.LATTICE LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY: TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE IAPMO ER# 0195 DATE: 1601/2012 10.20&30 04 DURALUM PRODUCTS, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOINGSCALE: NONE AND ATTACHED HORIZ WIND •8280 ALANE AVE., SACRAMENTO, CA @5820 SHEET 27 OF 33 REVISED BY:RANCHO CUCAMONGA CA (961) 741.2107 10 0 LL. 90 MPH 90,100 & 110 MPH (916)452-7021 FAX 40>1519 ,/104durlk,m.com 5' 6' 7' 8' 9, 10' 11' 12' 13' 5' 6' 7' 8' 9, IZ 10# L.L. 110 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 OR 3"x8"BEAM 3"xr BEAM w/INSERT DBL. 3"x8" BEAM I EACH w/ A 3"x8" STL. INSERT i A MAX.COL.MAXPOST MAX.POST MAX.POST MAX.POST MAX.POST P A19 * SPACING SPACING FTG. p FTG. SPACING FTG. F FTG.OPARC. FPRA:NGS· FTG. FMSNT FTG. SPACING FTG. + -G MAX.POST MIN.MIN 2 0 th ON SLAB *(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(IN.) TYPE ON.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPEr [. SPACING FTG. POST FTG.. pOST 0 % „ 1021.--1 3 B 20- 15'-7_---1 /0 21 -23'-2" :0 27 - 32'-t--\/30 - -5' 13'-7 - 9,-9' I 1 -5214'-6" \ / •' -2510'-6'104" \ / 0 '52 ---71'-6" \ / 0 --1 ---50'-30 \/32 U 5' 60 11 '4" 33*id / B Zjii 213£3. / B -l % C 524 9'-3' 9'-90 - \ /0 21 - 20'4' \ /0 27 29'-10> \ -26 - 9'-3' 9q· D iS 19'-8"\ / 9 19 274' \ 7' 9'-8'BEEF \/ B 3223 12'-3'B -1418'-· 1/8 21-27'-8"- \ /31 F13'-3'- / B 90-05¥F-t.110.-g;:;:-- -30 25'4" / 34(- 71 22 19'-0'-- \ / 819%-- i i ¤22- 12'4' \ /8' 8'-6" -B 32-0- 17'-1 A 1 51.38%35-19> \ l 3235F-E- EVW 24 -11'-7' B 2-7-rt,-rin3-ici:- V 2417-1' 1 \/24'-1"9, 7'-7" 8,€ 1 B 25--10' A11'-BL-- V 0 26- 7-3' - 7'-9" - V 0 22- 16'-1 3< V C- 29 24'-41-* Y -3§i-3-g- g.- 8'-1"0 728 -70-3" -'-9" A 0 -24 16'-1" A -8 -31 22'-8' A n 24 lotg' /\0 26__ 6'-8" - 7'4'- /\0 23- 15'-3- M n 29 23'-2" /32.--1-- 10'10' 6'-9" -709' 0 -25 -10'4" /\9 28 -6f8" -4' / \0 15 15-3" / \d 12 '-6.36E 0 23,14'-7" / 1 n 29 21'-1:_- / \33 _11' 6'-2" 3341:. / : 3426102,-10./\ B ·2%iIE-&7134:57 l\0 -15 14'-7 / \-32 20'-r / \ 11' r-r -r, 24- 9'-9" 0 27- 6'-0'-5-9 -112' 508" 7fl. /-26 - 9'-6" -29 -6,-0. 69. / B 3325.-Elks:- \43952.39,-8.-/ \3457, F 12'O 25> 9%5'-j R 27, 5'-8-- 6'-2' -1 ¤24 12'-19'-w/L 30-19':8' /\3413' 5'-2" -6'-9. 1 9 -26 -9-1" 1 19 -5'4" 6'4' 1 u -26 13'-6" 1 C 53 18'-104 \-58 F 13' 10# L.L. 110 MPH - FREESTANDING OF'EN LATTICE COVERS 12' OR LESS EXP. B&C 10'-3" 29- G-15'-r- 33-32'4' 195' <79 2'-31 - I -*15'-7" 15 J /36601"12'-8-201"3032---r-\ /32'-*-2.36/ J39 Kl -32'-8' - 43 \ ,/,5 29 1 14'-3-- 32- I 39 w5 ->Gi:-0-ED--W \ 1 -#.*fwir34 -55-9:SF-24i:5- 29-*90-1 / 20'.4,-35M J /33.EIF-42 A / 6' 29 5-154:-31- 1 8'-r- 10'.8"-- 29 - Gv 1 / 19'-0" - 35>27'-€ 38- v97 31 H -3'-3' -34 -80-7 -10-2' -10 -HI 02 S **350*-0 \/ *8'-9" 30 H 25-Te,43153.3-5-33*359,4.2858- G ' 17- 91 8'-6"- 28- Q> y 11'-BL-0-30_ -H y 7'-3" - 9'-51---·-2@ G ¥ 16'-1-L--33 1 23.3 J- -84" -30- H A -011'-8'-33 J A --0-7'-7 - 9'40 -30 _H A /16'-1· -55- J 24'-4- -39 - K 10'2331--- 36- J - 8'-60 - 31 H 11'6'-5" - 8'-6" 30 - H 14'-7" 32 I 21' 36,7010"-32 8'-2" 32 -21'-3" -38 J 2,424 13' /P 12'9'-9" 31 6'-0"_- 8'€ 31-9-9 7'-90 33 \ 20'4' 3844U2,0./ 4 11' 0•-7-3"3-J = -9'-5" 3 J w-*%4' - 7,4 30 J '76610"31- I,.- J 8421JO- LIZI FOOTING SHOWN REPRESENTS LENGTH OF: EACH SIDE AND DEPTH OF CUBED FOOTING -THOUT SLAB WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8- EACH SIDE FOR FREESTANOING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E UUIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: *SAMPLE'(/te FIGURE IN6ICATES EXPOSURE B .t--1 '1- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. D#UWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC.IAPJAO ER 0195 DATE: 101/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REVISED BY:RANCHO CUCAMONOACA (951)741.2107 IAn»ICE POST SPACNG TAZLE FREESTANOOIG AND ATTACHED 10 0 LL 90 -H LIVE LOAD - 10.20 &3004 HORIL WIND• 00,100 8 110 MPH PATIO COVER SYSTEM AS MFG. 8Y: DURALUM PRODUCTS, INC. 8269 ALPINE AVE. SACRUENTO. CA 95828 (916) 452·7021 FAX 40>1519 lidil,/ik,Lcorn SHEET 28 OF 33 5' 6' 7' 8' 9, 10' 11' 12' 13' 5' 6' 7' 8' 9, 10' 11' 12' 13' 20# L.L.110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2")(6.5"x.032" BEAM 3'x8" BEAM w/INSERT DBL. 3"x8" BEAM OR 3'x8"BEAM EACH w/ A 3"x8" STL. INSERT b MAX.POST MAXPOSTIUUU<.COL. MU.POST MAX.POST MAO<.POST ·MUPOST MIN. 29MIN.SPACING SPACING MIN.SPACING SPACING FTG. T. FTG. SPACING FTG. POST FTG.FOR DBL FOR 3' x 8'FTG, p+ FTG. SPACING FTG. * *TG. SPACING FTG. POST FrG, POST 2ON SLAB*(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)2-xe.51,.032 (IN.) TYPE (IN.)(SPAN)(IN.) 1YPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPE 9'-1'0 19> 13'-0'-t /B .2224--E201.-2_,::i:1 / B 19 18'4"--t i n 25, 27-01_.--\ /28, - O-21 -0--013'-0" \ ---18'-6" \ /0 17 *17'-0. \ /30 Y 5,11'-4.8,-C/--\ /O 39-- 11'z19>-\ /0 4.-7'-4" -r-10" B .2916'-136,3. C- 6'25 24'-8. - \129, - - vr 0 22 -11'-10' \ / 0 -25 -14' -7-100 \274'-8' \ /31 8'-1" \ / 0 21 10'-7"- \ / 0 23 6'-7' - T.0" -\ / 0 20 15'-1' ,\ 5---39> 22,-10:, \ /30 9.-8. - 8'-1. \ /0 -23 107 \ /0 -25 -6'-7 -7-0" \/ 0 2215'-1' C 282'-10' \1 -32 7, 8'-6. 71-8: 1/ 0 22- 9,-10.- \ / - - 23_- 60-1" - 6'-6'- \ / a 20 13'-T- 1 / c 26 20'-7- \ / 30- c 8,-- 7'-8" 1/ 0 -23 9'-10" W B -26 -6'-1" -6'-6" W 0 -22 13'-70 \/L -18 --50'-7 1 /-32 17'-7" 243.1 B 5-·-31 5'-7- 6'-2" - i B 31-0-2119>- Y -L-B-- 19'-6'- v 30- 9 9,B 26 - 5'-7" -60-2" A 23 12'-10' A E 29194'A -13 1 6'-1 /\0 22- 8'-7*- /9 24 5'-4"- 5'-7" - M n 2 1129: C 27-18'-6'- / \ 316'-9" -6110' / \9 '14 -8'.7' / \U - 26 -5'.4. 5'-7" /\0 -13 11'-9" /\ '19 /TE-6' / \ -34 10 6'-2" 6'76,-7. 1 ¤ 23,8'-1 "- / \ ,• 24 4'-10'- 5'-4'- /\ 0 21 / C 27, 17'-0' / \ 31 w -15 -8'-1" / \ U 27 4010" -5'-4' / \0 -23 11'-2" / \ I 29/Fr 4. \11' 6'-4"- /0 -23 7'-10" / \ r. 25> 4'4'- 5'-0" -/ \ 0 21 10'-3" C 27 / 31*i- F 12'514,1 -6.-4' 1 25 -7010* / 1 U -27- 4'-6" /10-0" i \ 0 -23 10'-3" / '-30 16'-3- / 5'-2" 6'-1-B 33267-'r;.1 l 25- 4'-40 - 4'-10:.-d 0 22_ 9'-19>1 F 27- 15'-8.- / \32, - 13'C -27 -4'4" -440 0 -24 1}'-10"-30 15'-8" /\15 20# L.L.110 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B&C \ /3%73956-5-Rl /3,-0.3,-0.3155-4-1 3193·-Er 31 H 5- 9.-3. /3*-3257- J \ IE#yAi->f8.-71-7-38---(3--r \ / 11'-10' H_- \ 1 8'-3' -E*' -28 G 1- 8-6 30 M 1 / --li'-10" 33 J \ / ----1-3" ----1;4' -56i- 87 - 28 T€ -T.2 -27 B 81" -30 --8" 7flo. 19 U 1'4 -28- 9 -7-8' 19 10'-3"7'-2" - 7'-4' 29 U 17'-I 34- I -17-7' 36 4 16'-3>---33 J- 16'-3" 35 15'-2>/32 J/ 15'-20 35 / 24'4' 37 J / «24'-8' -40 - 22'-)9>BL.-1 -229" 39 21'4"M J 38 - 7'-30- 28 G ¥ 9'-8" - 29-G y 67 - 7-7 -28 G- y 14j>--03¤ I - Y 20'-2'35-7'-3"-30 H A --1'4 " 13 H A /1-9" --74· 10 -H A /14'-4' 34 J A -10'-2" 38 3«100.2931GH /\9'-3"- 29, u -9'-3' 11 n 6'-0.--30>-t! ,_ \ 8-1' --3i--H i32 1\ 35631i-%- l \ 33*:-316-ki- 6'-1" -31 H-61- 15«5 -4545--9 E.e -E=r /3261-9-N- A .21*:-3254-1-7- /\19'-2' 37 A 19'-t-0-35 - 6'-2"6,-2",.3032--HI- j 13'4* -3> H -/\ 18'-* 34--15'-0·33 J \ 18'-3" 37 9\ 17-7-34>601" 33 J 12-6 33 J 74. -3631--0-J·7 23*-31ii-B-J-, 8*-3%,- NOTE: FOOnNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. K\ 6' 7' 8' 1*" 458 12' 43848 FOOTNOTE: 'SAMPLE 29 FIGURE INDICATES EXPOSURE B.-· '-- FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: EN IAPMO EM 0196 DATE: 10/01/2012 SCALE: NONE REVISED·BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741-2107 LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10 0 LL 90 MPH LIVE LOAD . 10, 20 & 30 pif HORIZ. WIND• 90.100&110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE, SACRAMENTO. CA 96826 (918) 482-7021 FAX 403-1619 sil,edlnk,Im.oom SHEET 29 OF 33 30# L.L.110 MPH - ATTACHED OPEN LATTICE COVERS , 12' OR LESS EXP. B&C 5' 6' 7' 8' 9, 10' 11' 12' 13 5' 6' 7' 8' 9, 10 11 12 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"xe.5"x.0320 BEAM OR 3"x8'BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM EACH w/ A 3"x8' STL. INSERT MAX.COL. SPACING ON SLAB * 13'-7" 11'-4" 9'-8" 8'-6" 7'-7" 6'-9" 6'-20 MAX.POST SPACING FTG. (SPAN)(IN.) T Jt - 6,-1-" 9-r- MIN. POST TYPE IB B B B B B B MAX.POST FTG.SPACING FTG. (IN.)(SPAN)(IN.) 21 11'-3" 20 10'-0" -21 10'-0' 39> 9'-EX 22 - 97 21 8'-3"-11 -E-r 21 7-10 - 23 *+7'-10' 21 7'-5"_- -23 -'-5' 14 2*- MIN. POST TYPE B C C C C E E FTG. (IN.) 21_, 23 21 23 22- 24 22, 24 23- -25 23 25 23 15 MAJ<.POST MUPOST SPACING SPACING FOR DBL.FOR 3- x 8- 218.51032-BEAM 7-1 € 7'-9 -- 7-10' -705' 334:Ir< E-w - 9-*r - / E.? 5.\T -55-ES:- 131:6:- FTG. FE·k (IN.1 TYPE i /B \/B \/ B A B C MAX.POST ' FTG.SPACING FTG. (IN.)(SPAN):(IN.) 19 15'-71-1 1 -21 -5-7' /' / 20 1348" -21 -3'-8" 20- 12'-8" 12 -24" 20- 11'-4' -22 -1'-40 i 21- 10'4" , 23 /TO'-4" 21- 9'-9"- 13-9. 21 90-0'- - 23 1'-0. MlN. POST TYPE C E F F F F F MAJCPOST MIN. FTG.SPACING FTG.POST (IN.)(SPAN)(IN.) TYPE 23 23'-7- A 15 23'-7" 24 20'-8" - 26 .20'-8" 24 1913' 16 9'-3" 21> 18'-Q: 27 18'-0' 25 16'4' 25 15'-70 -27 15-7" 25-.113'27 149 1 MIN. FTG.POST (IN.)TYPE -29 r 27 -30 2830 : F 28-- C 31 i ' -31 , I 3%21 F 30 ' r -32 r 5' 4 6' 7' 8' 9, 10' 11' 5'-7' 5'-8"E -25-<-Tior 23 87 23 4'-9' - 412" - 1 21- 8'-C- 5'-4'- 1 EL 6.-31/-j 1 F 24 4'-6 - 4'-0' _\ELU«/\ F - 5'-4' 1 0 25 -6'-3' 1 '16--406' -4'-0' I ' U 14 ---8 F 30# L.L.110 MoH - FREESTANDING OPEN LATTICE COVERS 1 11'-3" 30 H -a? 4 -8'-1' - 28 ,16'-9" 33 1 -11'-3" -32 -I \KT'-0' 1" 30 /--16'-8" -36 4 7.-t-- 27- r. 1 / 10'4'- 30-9-- 6'-3'- T.40 27-15'-31----33 1-7'-9" -19 U - 10'-3' 31 1 74'19 18'-3" i 35 w245-3726- G \ /9'-7"-29_ u \ ,55-0----- 6'-127 7 14'-21--32 1 -\ i -9'-7'-31 n \5 -6- - 6'-100 28 W 4'-2" 34 - 3 362813'41-8./ \ 3952| F 12' 26-311'- /\30-13'18 13'-17 \33' 12' OR LESS EXP. B&C 23'-7' 37 J 4 ' 1'4" 39 -illi,4,-E - \ / Eg.10,3+7* 6'-9' 28, n \ / 9'-0"- 28- -6'-9" 19 u 1/ -9'4' 10 H 4'-110- 6'-6"-28, „K4011-'-6- 9 U 13'-3>-L-- 1-13-3' 34 J 1/ 151*-3%9- 6'-40-28- G- ¥ 8'-6' -28, 10 -H A -/4- 30 29- 6'-1' -31 M -i' -31 5'-9"- 30, Hy / 1 7'-8* - 30- H ¥ 4'.g· -21*73§56-51:FI 12'-7---31-0 ¥ 1DE---34 --12'-r 33 J A 1 7-7' 36H A 4.-4..5517--2---9-7 A 11'-1_Q>-31-d.-- A 16'-9'- 31 -9' 31 -1'40' 13 J 1 -16'4" -36H- \ 4'-1' - 597* -30- H- / \ 11' 4 30- H- 1 1 16'€-0-31- 12 -1 / 1 12 -1 / 1 -4E1' -5'-6" 19 -1 I 11'-4" 12 -1 / 1 -16'-0" -3531*31ii--0-J- / \ 3-4.7,-4.3133-3-:r 3Lg;:-324:3:-34.%- l \ 3*4.8-J- \1,53335 13'/ \ 5'-4L-11--- 7'-10 _-0-31, \3'-6" - 5'-1' -31_d!-0-4 \ 10'-t.-31-1--4 Ul'-8"L---1'4' 33 J -M' 13 J L---30-6" -5'-1' 13 J -10'·6' -33 J 1448' 35 Mgm FOOTING 8HOWN REPRESENTS LENG™ OF EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOnNG SIZE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF ™E MUNUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 5' 6' 3 7' j 8' 3 9, 3 J 3 12' FOOTNOTE: 'SAMPLE'9444FIGURE NDICATES EXPOSURE 8 -- r -1- FIGURE INDICATES EXPOSURE CSEE ALTERNATE FOOnNG TABLES SNT. 10 FOR ATTACHED & FREESTANDING COVERS DF-N BY: E.N.TOM CAMPBELL & ASSOCIATES, INC. IAPMO ERO 0196 DATE: 101/20122 COMMERCIAL AND RESIDE,mAL STRUCTUIUL ENGINEERINGSCALE: NONEE REVISED BY:RANCHO COCAMONGK CA (961)7414107 LATTICE P06T SPACING TABLE FREESTANDING ANDATTACHED 10#ll 90 -H WHERE ONLY ONE FIGURE 8HOWN NDICATES EXP. B & C. LIVE LOAD -PATIO COVER SYSTEM AS MFG. BY: 10,20 & 30 09 DURALUM PRODUCTS, INC. HOREL WIND.0200 ALPINE AVE., SACRUENTO. CA 95826 SHEET 30 OF 3390.100 & 110 MPH (918)482-7021 FA)(40-1519 ille,Od,nkmzmm 7" I-BEAM W/ (1) "C" SPLICE FREESTANDING & ATTACHED SOLID COVERS 90 MPH 100 MPH 12' OR LESS 110 MPH EXP. B&C 20# L.L. 5' 6' 7' 8' 9, 10' 11' 12' 13' FREESTANDING MAO(.POST SPACING FTG. MIN. (SPAN)(IN.) POSTTYPE 25'19' 34 -24'-9" 36 J 23'-1'--32- . 1-22'-7" 0 21'-10' -32 I ./i?Eb· --52--7 204"32---1 - 19'-7" 33 J 19'-4" -31 I 18'-4' -31 I - 1 1-7" 33 J 17'-6'*321-7- 16'.9» -121601.3032-J- 16'-2'- 30- I 15'4"-33 J ATTACHED MAX.POST SPACING FTG. (SPAN)(IN.) 26'-0'- 30- *10" -33 23'-9'-31 22'-9" 34 22'-1' 32 21'-1' -35 20'-r- 33- 19'.9' -35 19'-6" 34 -18t7' -36 18'-€ 34 - 17'-8" 37 174<35-16'-10" 37 16'-19" 35 - 15'-7'-37 15'4'-- 35- -15-0'-38 FREESTANDING ATTACHED MIN.MAX.POSTPOST SPACING F TG. MIN.MAXPOST TYPE (SPAN) (IN.) POST SPACING FTGTYPE(SPAN)(IN.) E 25·.:0 35 25'-1: 32-23'-80 - 37 J --17-8.-34 ji--F-5§%A J 20'.9" -35 22'-10" 33 21'-1F -*:A J 31.i:17·3%6-F 19'ZE N-1 519"35--18'-9' 15 J - 18'-0' 37 18'€ 33 18'-9' - 36F -17-W -15 j 173"221-7 174'39F -16'-100 34 J - 16'-2" 38 F 16'.1 32 1 17'-0" 37 16'-1" -34 3 15'-4' 39 167 - 32-15'-8'- 37F 154· -34 J -1<4'-9' 39 g 15'-76x 32-15'-1"- 37' 14'-9' -35 J 14'-2" -40 MIN. POST TYPE E F F F F F F F F FREESTANDING MAX.POSTSPACING FrG. M(SPAN) (IN.) 7 24'-1-:E-.2 -2248' 39 22'-0' 36- 20'-9" 38 20'4: 35 9'-2" 17 19'-1"--35, 8'-0' 16 18'-0" -34 1720" 16 17'-1"34- - 16'-2" 15 167-33 15'4»-35 15'-7-34 1409" - 36 15'-0"-34 - -lier-16 K 3 3 3 3 3 3 3 j ATTACHED MAX.POST SPACING FTG. (SPAN)(IN.) 23'-4' 34 - 0'-r 15 iwig-li. 13----7-17-6' 37 18'-r- 36 -16'-4" -38 1 74" -37 /'E€ - 3% 16'-L-·--B-6-14'-8' 4 15'-19" 38- -14'-O" -40 15'-2' 39- 13'4' '41 14'-E- 40 - Ti'-10' 41 MIN. POST TYPE E F F F F F F F 5' 6' 25'-10_> 34 i 24-9» - 36 J 2307"133/ 1- 227 35 J 21'-10>-32- I - 26g-/39> r- 24'-10" 33 C 2%2:ME-5-=- - 22'-9- 34 r . 22'-1"- 32 - r 25'-0- *L 23'-8" -37 22'-91< 21'-8' 36 21'-1"- 34 - 3 3 25'-_10' 32 c -22'-8" -34 1- 22'-10' 33- r 20'-9' 35 r 21'-3"- 34 - r- 24'-1_L---3L---L-- 23'-4.:** E-22'-8" 39 K -20'-r 223: 36- 1 21211-32---E- -20-90 18 4 - 18'-10" 36 E 20'4'- 35 - ,19'-9- 36 - r 21'-0" 14-J 21'-1" 15 r 26'-1" 16 J -1-2" 16 r -94 37 J 17 r 19'-19" 35 19'-7" 33 18'-90 15 3 18'-0" 36 16'-4" 38 I 9. 19'3'-31 19'-6.18'-8- - 33 - 1 18'-9"-- 36 18'€ 34/18'-6 11- 12-r F 17-9· 15 3 15- F -17'-0 36 w --1*6· 39 F 11&44 1 n'1 7-8" -32 1 - 1 7-9" -36 17-1" -34 16'-7* -38 JLTI SPAN P. /3 12' 13' 33:30,1 -16'-1' 12 -J 16'-2' 30 i 15'-6" -33 J 15-r 37 r 15'-00 -38 r 16'-2' 32 -154" -34 4 217: 32 -14'-9" 35 J 15'€ 37 -14'-9" -39 152r 37- 14'-2' 10 157 -34 - 14'-9* 06133>34,147 16 J 'la}) F F -13'-4• 41 r 14'-7 - 40 - -12'-10" 41 I NOTE: FOOnNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING MEHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTNG SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B --_0_.- 1- FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DIUWN BY: EN. IAPMO ER# 0195 DATE: 1012012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741·2107 80LID POST SPACING TABLE FREESTANDING AND ATTACHED 20#LL 90-110 MPH LIVE LOAD • 10.20 8300,1 HORIZ. WIND• 90,100 & 110 MPH PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO. CA 96826 (910) 482-7021 FAX 403·1519 *ladnkrn=m SHEET 31 OF 33 11>11 4/m//Iii# AQ!23/5*Ill - 1 7-7" - 33 J - 1748' - 37 -16'-10'- 34- J - 16'-2"- 38 - 16'-2' 35 w - 14'-8- 40 17'€16'-10'- 32 15-19> 38 - 16'-9" 32 J - 16'-10'16'-1" 34 39 1 1504" 15 4 -14'-0'40 F 7" 1-BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B&C FREESTANDING & ATTACHED SOLID COVERS :20# L.L. 90 MPH 100 MPH E- F FREES"ANDING ATTACHED FREES'ANDING ATTACHED 2 2 .Ax.POST FTG MIN MAX.POST (IN·) TYPE (SPAN)(IN.) TYPE MAX.POST T CPST FTG. TSPACING · (SPAN)(SPAN) (IN.3 T SPACING Fm. M/N.CIN ' POST SPACING FTG. ' ' TYPE (SPAN) 5' 3%:5-3§57 J 5*4·254- F 3,47.73739- J .5.&'-4.3436 F 6, 274' 34 J 27'€' 33 26'-6' 36 26'€ 35 C -26 -3' - 36 -26'-4' -35 1 '-2' li J -240-1' 37 I 7, 25'-6" 34 25'-7' 34 24'-7' 35- ,24'-8' 36 C-24'-4' 35 J -14'-6' 36 F -1303' 17 J -0-9-3" 38 I 8' 234. -24'€>- 35 F 23'4' 35 J 23'4' 37 c-22'-9"-35 J -12-1057 21'-9" - 36 /20'-10"39 1 9, 22'4 -21'-6,39 J 221-7.-32>21'-9' 37 C -21' 70 38 21'-8"M.8-20'-7-.01 --1*.8" 39 1 10' CI Bg J -20'-r 56 F 19' -7-15--1 --9.e 0 121'€ 36 20'-7' 34 1 20'-8"- 38 c 2031' 32-20'€ 37-19'-7- 33-19'-9' 39 C11' - 19'47 -33 J -ng'.r -19 F - 18'4"-35 J - 17-10' 41 I 19'-6' - 32 J 1 9.-7" 37/1 EE---133 1 18'-10>-39 c12' /-TA.-57 -18'-9· -40 F -17'-10" 36 J -«17-1'41 I 18'-9" - 32 ,18'-10' 38 O 18'- 34 18'-2" -40 C13' 18;G· 17 J 18'-1"-40 1 -1 7-2 *5 J 164<" 42 1 110 MPH FREES"ANDING ATTACHED MAJCPOST MIN.MAJ(.POST SPACING FTG.SPACING FTG. (SPAN) (IN.) = (SPAN) (IN.) 27-10" 38 t, 27'-2" 35 -26'4" 16 r\---1*4 -37 25'4'--37.--J 24.-9"39 -24'-1' 39 K 21'-10" 38 23'-8"-56--lE 3756.22'-3" 22'-2'36> J 21'€ 38- -20,110 38 -19'-0' -40 20'-1 € 35 20'-3"- 39 -19'-8" '37 .1 -17·-10'-41 19kE----35- i 19'-3" 40 - 18'-8- 17 J 170-0" -41 18'-1 Q'35 18'-4'- 40-17' 10-57 J --16'-3" -42 18'-L> 35 -17'-7" 41,-17-1" 38 J 15'-7" 13 17'-4" 36-17'4" 42--16160 -38 J --15'-0- 743 MIN. POST TYPE F F F F F F F F F 5. 30.-lt/-32> 1-2&'-9' 37 J , 27'-€ 34 ·6 --lE-3' 16 J 7, 25'-66-3/ J Z -24'-4' 35 8, 2329"--9- 1' 22'-9 35 610 9, 22't--1 33 • , F -21'4' 17 J -1 213>--3%7 J10'-20'-4" 20'4" - 3211' - -- i194" 33 W 19'-6" - 32 • 12' ./rEa·li J 13' 191/BL '-18'4' 34 J HRIEL FOOnNG SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOnNO WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED e EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS 30'-2'- 32, Mig;-10 134 27'-7"- 33- -254' 15 25'-7" 34 -24'-6' 36 24'€ 35 22'-10'-37 22'-7" 35 '-7' 38 21'-6' 36 20'-7' -39 20'€ 37 197 - 39 19'-7= 37- - 18'-9' 140 18'-19"- 38- -18'-1' 10 4 E-/rlifirileMRR'29'-0" 37- J 6'4" 36 r ----i664· 10 1< ------24:6· ---iT F \,f /,02,\8.AY ki F /1-7'-7" ng R 29'-2" 34 r 27'-10>-38 27'-2" - 35 26'-6' - 36 -26'-8" - 35 25'-6'- 37-J 24.-9"36 r.mR/@r 33-4 1. 31'.t 33"4 ; &048. 07941 *24'-7'24'-8' - 36 233"37 23'-0' - 37 23'-0' - 35, ,23'-1: 37 r 22'-2" - 36 21'·6" - 38 r- .EX>03Blf iF -11'-r -36 3 -19-10" 39 r -19-10·--58- J -194· --40 r F 313:34- J 19'4- 39 F 194· 17 J 201-3. - 39 r21'-9' - 37 20'-10' -35 20'-7 jo 1%56· -41 r L.- U#'1a.,7 20'-7 - 34 .20'·8' - 38 19'-9" - 35 19'-3' -40- C ,-00/Ii"/11*F ---liD" li J -128' 40 F --171" -17 J 17;G -41 I 197 - 33 19'-9" - 39 18'-10"-35 ,180-1' 40- r-F --liG --8 J --174=41 F 17-10-57 4 - 16'-3" 12 r F 3*39 J 17-10 41 F --TED -g J 15'-7'43 r18'-10> 39 18'-1" I -35 17'-7' -41, r F 18111-0-2 187- 40 C 17'4"38-1 1 74"-42 r.- 17-20 - 36 J --le4• 42 I --16'16' -38 v -15Lo -43 1- FOOTNOTE: 'SAMPLE FIGURE INDICATES EXPOSURE B 1 '-- FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. IAPMO ER# 0196 DATE: 10/01/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COWERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (961)741·2107 SOLID POST SPACING TABLE FREEETANDINC AND AlTACHED 20 0 LL 90-110 -H UVE LOAD • 10, 20 & 30 pil HOR[Z WIND - 00,100 & 110 60'H PAnO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8280 ALPINE AVE, SACRAYENTO. CA 95825 (916) 462-7021 FAX¢03-1519 Ial.,4//ah/rcom SHEET 32 OF 33 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL t UC.'77:911#-*** E a a 3' OR 4 )4' APPROVED STRUCTURAL SANDWICH PANEL, SEE NOTE BELOW WIND DESIGN S.M.S 90 MPH #14 @ 12"0.C. 100 MPH #14 @ 10- O.C. 110 MPH #14 @ 8* O.C. NOTE: #14 SMS SHALL HAVE A MIN. 1" PEN. INTO HEADER 1-- 2.740' --7 ALUM.ALLOY 6063-T6 T=.060' J Il 3.200' 1|OR 4.450' FOR APPROVED 11 i 1 3' OR 4 y' f INSUL. ROOF PANEL 11 |ALL FASTENERS SEE NOTE BELOW SEE TABLE SHEET 9 U _i-11 - 1.880"-4I t 3' OR 4.25" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2009 IBC, 2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES.OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD) #14 S.M.S.h_0/C TAMIC A 13'A/C PANEL TO HEADER BEAM CC EXTRUDED -EXTRUDED 'IRr GUTTER DRIP EDGE 13 & - WALL FASTENERS -V SEE TABLE SHEET 9 -4 )NN.OCC IAL.L. -wvcl 1-BEAM---- (AS SHOWN IN THIS REPO'111 OPTIONAL RAIN GUTTER On .wEXP.u,'31' fED , 1 BEAM HEADER(AS SHOWN IN THIS REPORT) OPTIONAL NON-STRUCTURAL FASCIA PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE INSULATE0 ROOF PANEL 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 FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. INSULATED ROOF PANEL TO APPROVED BEARING WALL SYSTEM INSULATED ROOF PANEL TO APPROVED NON-BEARING WALL SYSTEM NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD m PATIO COVER SYSTEM AS MFG. BY: IAPMO ER• 0105 DATE: 10R)1/2012 INSUlATED ROOF 10,20 & 30 pif DURALUM PRODUCTS, INC.COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL. CONNECTIONS HORIL WIND =8269 ALPINE AVE. SACRAMENTO, CA 96828SCALE: NONE REVISED BY:UNCHO CUCAMONGACA {061)741-2107 90, 100 & 110 MPH (910)462-7021 FAX 403-1519 :ajeledl-rn.corn SHEET 33 OF 33 t