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10# L.L.100 MPH - ATTACHED OPEN LATTICE COVERS <br />3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM <br />OR 3"x8"BEAM <br />12' OR LESS EXP. B&C <br />3"x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />EACH w/ A 3"x8" STL. INSERT Q _ <br />5 MAX.COL. <br />9 R SPACING <br /> ON SLAB * <br />5' 13'-7- <br />60 11'-4" <br />7' 9'-8' <br />8' 80-6" <br />9' 7'-7" <br />10' 6'-9' <br />11' 6'-2" <br />12 5'-8" <br />MAX.POST <br />SPACING FTG. <br />(SPAN)(IN.) <br />-0'-3"\ / <br />90-8.-\ / <br />9'-2"- \ / <br />8'-9'- \ l <br />-8'-9- <br />8'-6" - V <br />8'-2' / 1 <br />8'-0' -/\ <br />7'-7--/ \ <br />-7'-r / \ <br />MIN. <br />POST <br />TYPE <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />MAX.POST MIN. <br />FTG.SPACING FTS.POST <br />(IN.)(SPAN)(IN.)TYPE <br />19 157 -i'21 -9-7 1 / B <br />20 14'-3' \ l-22 14'-3" \ / B <br />20- 13'-1"-- 1 1-72 -13'-3' 1 1 B3123-17-4;95 V B <br />22 11'-8' B-24 1'-8" A <br />22 - 10'-9' 24 -10'-9• f \ B23- 10'.2.- B15 -'-2' 23- 9'-9"-- B-25 -9'-9* <br />FTG. <br />(IN.) <br />22 <br />- 24 <br />22 - <br />25 <br />23 <br />- 25 <br />34 <br />26 <br />24 - <br />26 <br />24 <br />- 26 <br />25 <br />-27 <br />25 <br />-27 <br />MAX.POST MAJ(.POST <br />SPACING SPACING <br />FOR DSL.FOR 3' x 8' <br />2-*6.55-032'BEAM <br />10'4" 10'-9"- <br />--19-e ----9:.ar <br />1' 4 - E-T - <br />-Tar <br />1= -79 - <br />-7'7 7'4 <br />648*- 7'-4' - <br />-5-%5 --1-4 <br />--34.9" <br />334,-0,_-3-EF <br />FTG. <br />(IN.) <br />MIN. <br />POST <br />TYPE <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />MAXPOST MIN.MAJ<.POST ,FTG. SPACING FTG. POST FTG. SPACING FTG. p <br />(IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) T <br />19- 23'g_-n i o 32'4' <br />11 -23'-2' 0 27 32'-8' \ <br />20 20'4' \ / 0 35-- 29'-10> \ <br />-22 <**70'4' \ / 0 28 29'-10" \ <br />20 190' 1 / G 26 27'4'- \ <br />-22 1900' \ /B -'18 7'-8' \ <br />21 17-1: \ / A 39--3519> \ -22 -17-1* \/ U 29 25'-10" \ / <br />21 16'-C ¥B 21281.< v <br />-23 16'-1" A U 29 -24'-4" A <br />21 15'-3' /\r. 27 23'-2_-- / --23 1-8'-3" /\ U -30 <-23'-2" / <br />2123-11*- \ 1-6-3858-3*5- / <br />22 13'-§>- / 1 5 28- 20'-·4L-- / <br />'24 -13'-6' 1 1 C -30 294" / <br />FTG. <br />(IN.) <br />/38 <br />29 <br />11- <br />29- <br />-32 <br />30 <br />-33 <br />31- <br />13 <br />31- <br />31, <br />32- <br />35 <br />MIN. <br />POST <br />TYPE <br />C <br />E <br />F <br />F <br />F <br />F <br />13' <br />5' <br />5'-2, 36:11 \ B 3%5-35*6:i \AA.24:i:-343:1 \ <br />10# L.L.100 MPH - FREESTANDING OPEN LATTICE COVERS <br />10'-3"28 -H- ,15'-7>---31- H_--/fE'-3"-G \ /-15'-7' 13 - J \---0'-9. 10.366,6"10'-9'- 28, <br />22 -12'-m>1 \ EB -14 --17-10"' <br />-23'-2'37 3 <br />G ·2302'---35 1 <br />--36;3 2930 GA E16:5 280-9-H- A -34;:2 -7'4 30 U <br />15'-3"8 <br />., / \ 800'- 29, G- / \ 10'-2"- 29, G- / \ 6'-5" - 6'-9' - 29, G- / \ 14'-E- <br />-8'-0" 30 -H / 1 10'-2" 10 - H / I -615" -6'-9' 10 -H / 1 4'-7' <br />2L·-233' / \32 r <br />-31 19'-8' /2'35 r <br />12' OR LESS EXP. B&C <br />1 327'--39- J - 1--32'-8" 41 - K <br />6' <br />7. <br />8' <br />9, <br />94" -28 - r. <br />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 <br />9'-2"- 27, ,-1 13'-3:/39i--2-0 1 /8'-7' - 9'-1" -27 1 1 19'-0' 33- i 274"3§J \ <br />-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 <br />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 <br />10'31 1 23'-2' <br />33 --1302" <br />31 <br />33 21'-30 <br />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; <br />- 7-4 32 1 67 30 1 12'-10' 32 I -19'-8' 35 1*11 <br />NOTE: <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOnNG WEMOUT SLAB. <br />WHERE SlAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. <br />™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />THE SMALLER OF ™E MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />g <br />114Vj, rl.948 <br />03/3le <br />FOOTNOTE: -SAMPLE' <br />FIGURE INDICATES EXPOSURE 8 - <br />E- -t- FIGURE INDICATES EXPOSURE 26==:22=€ <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRIMN BY: E.N.LATTICE LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY: <br />TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE <br />IAPMO ER# 0195 DATE: 1601/2012 10.20&30 04 DURALUM PRODUCTS, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOINGSCALE: NONE AND ATTACHED HORIZ WIND •8280 ALANE AVE., SACRAMENTO, CA @5820 SHEET 27 OF 33 <br />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 <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 />IZ