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3'X8' ALUM HEADER <br />3'X8' STEEL C <br />DOUBLE ALUM HEADER -N#40)'.MULTISPAN FREESTANDING 1\ C <CLEAR SPAN) <br />d71AX. RAFTER SPAN <br />1AI]KLEE!12BE OR MORE SPANSA-23,6.6251 39/ OR 35(3 ALUM. RAFTERS <br />DOUBLE STEEL C BEAM <br />ATTICE OVERHANG 36' MAX <br />' MAX FOR 30 PSF SNOW <br />CAD OR H[GHER <br />24 MAXIMUM <br />RAFTER <br />OVERHANG <br />IS 25% OF <br />CLEARSPAN <br />LATTICE OVERHANG <br />36' MAX > <br />24' MAX FOR 30 ,>4 <br />PSF SNOW LOAD OR -4 <br />HIGHERPOST HT. <br />OF CLEAR SPAN <br />35 8*x 12 or 16 GA <br />STEEL V BEAM 2.gix 1-t/lmFOR BEAM WRAP DETAIL„ <br />4*'.ey'/'DETAIL 118'. <br />59 4 - n 421*i.hf ATTACHMENT TO MIN 3.9 MIN 3.5' CONCRETE SLAB REO'D 4 U *MCONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS .,4hc & 6 1 /USED WHERE PERMITTED SEE SCHEDULE FOR SIZE-pft*/4,0 <br />SEE SCHEDULE DETAIL l.29 ONLY C---1 .11;h. / 4MIN 3.5' CONCRETE SLAB 15·r' 1 L y 197 <br />REQ'D W/ CONSTRAINED 801,1 LFOOTINGS217 -dDL RnLENGTH VARIES. SEE SCHEDULES. 4- FASCIA#ANGJ A.,A Z----4. <br />26<6.625'; 34<8' OR 0' SINGLE SRAM ATTACHED «=fem|€=,&4 3'x3' ALUM RAFTERS--IATTICE:STRUCTURE <br />f-2-2GTH 100% OF PROJECRON <br />- -»\ 1143%*5% 13*-1 ** 41*., t <br />RAFTER HEADER MAX CCOVER PANEL 5 «\\\OVERHANG ' 1-LATTICE: <br />TAILS /I SEE DETAIL LJ-=-24 9341>« N [10» 3/\152 <br />/ I <br />/PROVIDE 1 1/- MIN 3.5' CONCRETE SL 42341 44*t"11- ORAIN €5WIN 3.5' CONCRETE SLAB REO'D 34/ CONSTRAINED - -*A 4REQ'D W/ CONSTRAINED FOOTINGS 11. -FOOTINGSSEE SCHEDULE FOR Ar#FOOING SIZE - <br />'74/ , <br />4 <br />25% POST <br />SPACING <br />-d <br />MULTISPAN UNITS <br />REFER TO GENERAL SINGLE SPAN FREESTAND* <br />NOTE 22.LAmCE STRUCTURE <br />€ i i E E A i A <br />Tif <br />SEE <br />DET <br />PLACE 3/8' 0X 9" <br />SCHEDULE FOR SIZE <br />AIL L29 ONLY <br />/,56GiRX[254 <br />EXI?. 6/30/'20 <br />9VIL <br />V"TW -*TW • * TV TV ii«5 75134*A #07 T\,4.-3*O'HANG--1 1-OVERHANG -- <br />/ 0 EX*-30*134* <br />FREESTANDING STRUCTURE ATTACHED STRUCTURE <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 5 of 60 <br />TRIBUTARY WIDTH (TW) DIAGRAM *INERS Slip <br />OCT 20 2011 <br />04 2013 <br />Ameiimax 5208 TENNYSON PARKWAY <br />IUILDINC, PRODUCTS. ING. SUITE 100 <br />PLANO, TEXAS 75024 <br />DRAWN BY·CMP <br />SCALE:DRAWING ALUMAWOOD STRUCTURALNONE OR PARTNAME CONFIGURATIONS <br />DATE:DRAWING SHEET <br />AOMGST SC02-2009 2 OF 2