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30# L.L.110 MPH - ATTACHED OPEN LATTICE COVERS , 12' OR LESS EXP. B&C <br />5' <br />6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />12' <br />13 <br />5' <br />6' <br />7' <br />8' <br />9, <br />10 <br />11 <br />12 <br />3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"xe.5"x.0320 BEAM <br />OR 3"x8'BEAM <br />3"x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />EACH w/ A 3"x8' STL. INSERT <br />MAX.COL. <br />SPACING <br />ON SLAB * <br />13'-7" <br />11'-4" <br />9'-8" <br />8'-6" <br />7'-7" <br />6'-9" <br />6'-20 <br />MAX.POST <br />SPACING FTG. <br />(SPAN)(IN.) <br />T Jt - <br />6,-1-" <br />9-r- <br />MIN. <br />POST <br />TYPE <br />IB <br />B <br />B <br />B <br />B <br />B <br />B <br />MAX.POST <br />FTG.SPACING FTG. <br />(IN.)(SPAN)(IN.) <br />21 11'-3" <br />20 10'-0" <br />-21 10'-0' <br />39> 9'-EX <br />22 - 97 <br />21 8'-3"-11 -E-r <br />21 7-10 <br />- 23 *+7'-10' <br />21 7'-5"_- <br />-23 -'-5' <br />14 2*- <br />MIN. <br />POST <br />TYPE <br />B <br />C <br />C <br />C <br />C <br />E <br />E <br />FTG. <br />(IN.) <br />21_, <br />23 <br />21 <br />23 <br />22- <br />24 <br />22, <br />24 <br />23- <br />-25 <br />23 <br />25 <br />23 <br />15 <br />MAJ<.POST MUPOST <br />SPACING SPACING <br />FOR DBL.FOR 3- x 8- <br />218.51032-BEAM <br />7-1 € 7'-9 -- 7-10' -705' <br />334:Ir< <br />E-w - 9-*r - <br />/ E.? 5.\T <br />-55-ES:- <br />131:6:- <br />FTG. FE·k <br />(IN.1 TYPE <br />i /B <br />\/B <br />\/ B <br />A B <br />C <br />MAX.POST ' <br />FTG.SPACING FTG. <br />(IN.)(SPAN):(IN.) <br />19 15'-71-1 1 <br />-21 -5-7' /' / <br />20 1348" <br />-21 -3'-8" <br />20- 12'-8" <br />12 -24" <br />20- 11'-4' <br />-22 -1'-40 i <br />21- 10'4" , <br />23 /TO'-4" <br />21- 9'-9"- <br />13-9. <br />21 90-0'- <br />- 23 1'-0. <br />MlN. <br />POST <br />TYPE <br />C <br />E <br />F <br />F <br />F <br />F <br />F <br />MAJCPOST MIN. <br />FTG.SPACING FTG.POST <br />(IN.)(SPAN)(IN.) TYPE <br />23 23'-7- A <br />15 23'-7" <br />24 20'-8" <br />- 26 .20'-8" <br />24 1913' <br />16 9'-3" <br />21> 18'-Q: <br />27 18'-0' <br />25 16'4' <br />25 15'-70 <br />-27 15-7" <br />25-.113'27 149 <br />1 MIN. <br />FTG.POST <br />(IN.)TYPE <br />-29 r <br />27 <br />-30 <br />2830 : F <br />28-- C <br />31 i ' <br />-31 , I <br />3%21 F <br />30 ' r <br />-32 r <br />5' <br />4 <br />6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />5'-7' <br />5'-8"E -25-<-Tior 23 87 <br />23 4'-9' - 412" - 1 21- 8'-C- <br />5'-4'- 1 EL 6.-31/-j 1 F 24 4'-6 - 4'-0' _\ELU«/\ F <br />- 5'-4' 1 0 25 -6'-3' 1 '16--406' -4'-0' I ' U 14 ---8 F <br />30# L.L.110 MoH - FREESTANDING OPEN LATTICE COVERS <br />1 11'-3" 30 H -a? 4 -8'-1' - 28 ,16'-9" 33 1 <br />-11'-3" -32 -I \KT'-0' 1" 30 /--16'-8" -36 4 <br />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 <br />362813'41-8./ \ 3952| F 12' <br />26-311'- /\30-13'18 13'-17 \33' <br />12' OR LESS EXP. B&C <br />23'-7' 37 J 4 ' <br /> 1'4" 39 -illi,4,-E <br />- \ / Eg.10,3+7* <br />6'-9' 28, n \ / 9'-0"- 28- <br />-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- <br />6'-40-28- G- ¥ 8'-6' -28, <br /> 10 -H A -/4- 30 <br />29- <br />6'-1' -31 M -i' -31 <br />5'-9"- 30, Hy / 1 7'-8* - 30- <br />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 <br />-9' 31 -1'40' 13 J 1 -16'4" -36H- \ 4'-1' - 597* -30- H- / \ 11' 4 30- H- 1 1 16'€-0-31- <br /> 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 <br />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 <br />Mgm <br />FOOTING 8HOWN REPRESENTS LENG™ OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOnNG SIZE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. <br />THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />THE SMALLER OF ™E MUNUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />5' <br />6' <br />3 7' <br />j 8' <br />3 9, <br />3 <br />J <br />3 12' <br />FOOTNOTE: 'SAMPLE'9444FIGURE NDICATES EXPOSURE 8 -- <br />r -1- FIGURE INDICATES EXPOSURE CSEE ALTERNATE FOOnNG TABLES <br />SNT. 10 FOR ATTACHED & FREESTANDING COVERS <br />DF-N BY: E.N.TOM CAMPBELL & ASSOCIATES, INC. <br />IAPMO ERO 0196 DATE: 101/20122 <br />COMMERCIAL AND RESIDE,mAL STRUCTUIUL ENGINEERINGSCALE: NONEE <br />REVISED BY:RANCHO COCAMONGK CA (961)7414107 <br />LATTICE <br />P06T SPACING TABLE <br />FREESTANDING <br />ANDATTACHED <br />10#ll 90 -H <br />WHERE ONLY ONE FIGURE 8HOWN NDICATES EXP. B & C. <br />LIVE LOAD -PATIO COVER SYSTEM AS MFG. BY: <br />10,20 & 30 09 DURALUM PRODUCTS, INC. <br />HOREL WIND.0200 ALPINE AVE., SACRUENTO. CA 95826 SHEET 30 OF 3390.100 & 110 MPH (918)482-7021 FA)(40-1519 ille,Od,nkmzmm