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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 />13' <br />20# L.L.110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B&C <br />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 <br />OR 3'x8"BEAM EACH w/ A 3"x8" STL. INSERT b <br />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 <br />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, - <br />- vr 0 22 -11'-10' \ / 0 -25 -14' -7-100 \274'-8' \ /31 <br />8'-1" \ / 0 21 10'-7"- \ / 0 23 6'-7' - T.0" -\ / 0 20 15'-1' ,\ 5---39> 22,-10:, \ /30 <br />9.-8. - 8'-1. \ /0 -23 107 \ /0 -25 -6'-7 -7-0" \/ 0 2215'-1' C 282'-10' \1 -32 7, <br />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 <br />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 <br />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' <br />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- / <br />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 <br />20# L.L.110 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B&C <br />\ /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- <br />87 - 28 T€ -T.2 -27 B <br />81" -30 --8" 7flo. 19 U <br />1'4 -28- 9 <br />-7-8' 19 10'-3"7'-2" - 7'-4' 29 U <br /> 17'-I 34- I <br />-17-7' 36 4 <br />16'-3>---33 J- 16'-3" 35 <br />15'-2>/32 J/ 15'-20 35 <br />/ 24'4' 37 J <br />/ «24'-8' -40 - <br /> 22'-)9>BL.-1 <br />-229" 39 <br />21'4"M J <br /> 38 - <br />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 <br />3«100.2931GH /\9'-3"- 29, u <br />-9'-3' 11 n <br />6'-0.--30>-t! ,_ \ 8-1' --3i--H i32 1\ 35631i-%- l \ 33*:-316-ki- 6'-1" -31 H-61- 15«5 -4545--9 <br />E.e -E=r /3261-9-N- A .21*:-3254-1-7- /\19'-2' 37 <br />A 19'-t-0-35 - <br />6'-2"6,-2",.3032--HI- j 13'4* -3> H -/\ 18'-* 34--15'-0·33 J \ 18'-3" 37 <br />9\ 17-7-34>601" 33 J 12-6 33 J 74. -3631--0-J·7 23*-31ii-B-J-, 8*-3%,- <br />NOTE: <br />FOOnNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING 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 THE MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />K\ <br />6' <br />7' <br />8' <br />1*" <br />458 <br />12' <br />43848 <br />FOOTNOTE: 'SAMPLE 29 <br />FIGURE INDICATES EXPOSURE B.-· <br /> '-- FIGURE INDICATES EXPOSURE C <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRAWN BY: EN <br />IAPMO EM 0196 DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED·BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (951)741-2107 <br />LATTICE <br />POST SPACING TABLE <br />FREESTANDING <br />AND ATTACHED <br />10 0 LL 90 MPH <br />LIVE LOAD . <br />10, 20 & 30 pif <br />HORIZ. WIND• <br />90.100&110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8289 ALPINE AVE, SACRAMENTO. CA 96826 <br />(918) 482-7021 FAX 403-1619 sil,edlnk,Im.oom <br />SHEET 29 OF 33