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LATTICE TUBES -1 <br />36' MAX SPACING \b- ----je-.ZL<2 -ALUMINUM RAFTER <br />- HEADER <br />ALL RAFTERS <br />MAY OVERHANG Revisions <br />25% OF THEIR <br />CLEARSPAN <br />. <br />. <br />@ <br />36' MAX ·-44 kI-C-h.Jm,;)/4 <br />.: POST CLINMECT OVERHANG _,-*S>--C··N: im-1A- '3k &.rt>7%-->-ur <br />. -LI .J DETAIL LA36 7 <br />60 PSF SNITW <br />..0 £ r o..C <br />1. . . i . 4-*' f tr -»- ·. <br />27>. 6-11 -1 3 -' I ..# 4500= <br />4 <br />.. 0 .0-L-'- .- - . 4 42. 1 4 <br />4=. . <br />4 --9 ./ <br />-- - .4 <br />1:4 -1.- . 1 - --.- * . <br />T-* 41 - . <br />L..4 1.- - 4. - .L <br />- .ezin=52 0 -4 0 -4 7 A <br />'U <br />. 6/mmill-4*34-- - - ->.4Nkk<·21 1'• 1* . . . ..I 12* .. 1 L -- T / -1 * <br />a . <br />SNOW LUADS <br />1- 1- <br />I -/ .0 MIN 3.5" CONCRETE < <br />SLAB REQUIRED FOR <br />CONSTRAINED FOOTINGS <br />-2 <br />4- <br />%0# <br />% <br />LL- <br />FREESTANDING LATTICE COVER »4%42 4-- <br />0.042"x3'%<8" ALUMINUM BEAM12, 14 OR 16 GA BY 34*8* STEEL C-BEAM <br />DOUBLE 0.040")(2™6.5 ALUMINUM BEAM <br />DOUBLE 0.0421(37*8- ALUMINUM BEAM <br />r- ALL HEADERS MAY <br />cs>CLEARSPAN /OVERHANG 25% OF <br />/ POST SPACING <br />3 <br />g <br />:I .1 /- <br />FREESTANDING MULTISPAN <br />LATTICE COVER <br />COMPONENT. DETAILS <br />LATTICE:LA21 <br />SINGLE SPAN ATTACHED <br />PATIO COVER DOES NOT <br />REQOIRE FOOTINGS <br />¤ DETAIL LA24, LA25 OR LA26 <br />REQUIRED IF DETAIL LA36 IS <br />NOT USED. <br />- ALL LATTICE STRUCTURES W/ <br />SURFACE -MOUNTED POSTS MUST <br />CHECK TABLES Ll AND L2 ON <br />SHEET M5 <br />4 <br />.... 6. <br />MIN 3.5" CONCRETE <br />SLAB REQUIRED <br />FOR CONSTRAINED <br />FOOTINGS <br />Al-TAPLHIn· I ATTErE r'n\/CD MAYTMI IM <br />RAFTERS: LA04, LA05, LA21<3)<3 ONLY) <br />HEADERS: LA04, LA05, LA06, LA25, LA26 <br />POSTS: LA15, LA17, LA19, LA20, LA22 <br />CONNECTION DETAILS <br />LATTICE/RAFTER LA27 <br />RAFTER/HEADER LA27, LA38, LA39 <br />HEADER/POST LA24, LA25, LA26, LA28 <br />POST/SLAB LA35 <br />POST/FOOTING LA34, LA36 <br />RAFTER/WALL LA30. LA31, LA32. LA33 <br />HEADER/WALL LA40 <br />NONSTRUCTURAL LA37, LA41 <br />1 I <br />1 <br />3 13 <br />* LICENS ENG//liss <br />hf / 1.19 611,14/i <br />Carl Putnam. P. E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST,NET <br />Dran¥n & <br />CMP <br />. 0,/di B, <br />CMP <br />0.0429398* ALUMINUM BEAM <br />LAT01.DWG12. 14 OR 15 GA BY 3»)<8" STEEL C-BEAM 4-i a a r,u,1 1660 a..i-, i a .,„,6. v.- V 6.-1 a ,lf ".1, .... ,HEIGHT FOR PATIO COVERS IS 12', <br />Dote <br />DOUBLE 0.0405<21(6.5- ALUMINUM BEAM <br />MAXIMUM HEIGHT FOR COMMERCIAL COVERS Filename <br />DOUBLE 0.042')(378- ALUMINUM BEAM· <br />AND CARPORTS IS 15'.DEC 5 2011 <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 3 of 101 <br />Page # <br />£.-r-*u r,Lonivn I HOUSTON, TX 77017 (713) 946-9000