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3'Xe' ALUM HEADER <br />3'X8' STEEL C <br />DOUBLE ALUM HEADER - <br />UUWDLE- .1 1 CIL L DOMM <br />ATTICE OVERHANG 36' MAX <br />' MAX FOR 30 PSF SNOW <br />OAD OR HIGHER <br />r <br />21,· <br />LATTICE OVERHANG Z k U <br />36' MAX24' MAX FOR 30 <br />PSF SNOW LOAD OR <br />HIGHER <br />MAX. 1 <br />)ING (CLEAF <br />TWO 0 <br />#/ <br />V <br />. *A + /.*geS <br />*le WTER SPAN <br />LATTICE STRUCTURE'R MORE SPANS <br />MULnSPAN FREESTANI 1 SPAN) <br />-2'*6.6250. 3"*8" OR 3"*3' ALUM. RAFTERS <br />24 <br />MAXIMUM <br />RAFTER <br />OVERHANG <br />IS 25% OF <br />CLEARSPAN <br />Yx 89 12 or 16 GA. -5!Ill <br />STEEL V BEAM <br />\ FOR BEAM WRAP DETAIL. DETAIL 'L18'. <br />1 /1 9 - C..0 / <br />P.894» f -pN AL.FpriwL»ATTACHMENT TO MIN 3.5'MIN 3.5' CONCRETE SLAB REQ1.0-/074*/ <br />CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS <br />- -2- 1 L-USED WHERE PERMITTED SEE SCHEDULE FOR SIZE- fI / <br />SEE SCHEDULE DETAIL L29 ONLY C-1 WIll <br />' MIN 3,5' CONCRETE SLAB -2./v I Ly le:p/ *44-dj< <br />CREQ'D W/ CONSTRAINED trdi J <br />FOOTINGS SEE SCHEDULES_*_*RM--MIN. LENEm-103%-oF PROJECnoNf ,--»-==Mlb[28#PLEAr#REW , -24<6,625", 35<8' OR <br />SINGLE SPAN ATTACHED 3'x3' ALUM RAFTERS -1cm=g=lATTICE STRUCTURE P -'....1-== =eeai- U-ZLVER PANEL LATTICE:OVERHANG .k SEE DETAIL L3- <br />25% POST /52SPACING/W <br />/ r <br />. 0 <br />/ <br />PROVIDE 1 -====,C=-- 0%;2essiona/ -"CONCRETE SLABDRAIN-==e-fARI 35' CONCRE¥et,e 4/ CONSTRAINED - <br />OOTINGS <br />SEE SCHEDULE FOR FOOTINGS %11FOOTING SIZE - <br />MULTISPAN UNITS <br />NOTE 22, <br />S i SINGLE SPAN FREESTANDINGREFER TO GENERAL gT?54-t| LATICE STRUCTUREE £ 0& 7*£*ed l(14:0/7 NOV 5 2012 <br />RAFTER- <br />TAILS <br />,---0--4.OF CLEAR SPAN <br />2€h_ .fo v<r B <br />444 <br />w-PLACE 3/8' 0X 9"1 1 4% 6/30/2015 <br />SEE SCHEDULE FOR SIZE <br />DETAIL L29 ONLY <br />82 <br />l- <br />\5r4*4- <br />11 43 L <br />G\NEER- <br />Epl 1 0 <br />C <br />.6 - DA.,u gy. <br />Kie P <br />V \*f CALRE.00" <br />TW • •TW-Af . *24#PM'VQ&*99REEBNi;.ZX/-37 OCT 20 2011Fire-;72;;40 ,57 91 i:h!£Eibe' <br />O'HANG--4 OVERHANG --0/Ni (7 0.8.0 :19A--.A-*UY JA <br />/ Pi ALA <br />FREESTANDING STRUCTURE ATTACHED STRUCTURE <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 5 of 60 <br />TRIBUTARY WIDTH (TW) DIAGRAM <br />ranlerinlaX 5208 TENNYSON P# <br />BUILDING PRODUCTS, INC.SUITE 100 <br />PLANO, TEXAS 75024 <br />CMP <br />ENGINEERS STAMP <br />SCALE:DRAWING <br />NONE #,EpART <br />DATE:DRAWING <br />MPBr <br />ALUMAWOOD STRUCTURAL <br />CONFIGURAnONS <br />(SC02-2009 <br />SHEET <br />2 OF 2 <br />' ..4.. 42*, % 8*9& <br />• .4894'21 33.1-