Laserfiche WebLink
4" __L¥ BEAM <br />11 [1-1 <br />- i·--t=0.09" <br />1/2 Bolts w/ <br />El" Washers <br />3"-4 -1- <br />0.56' <br />/*b -rA-b <br />fv<f<fL <br />130 6 <br />50" <br />LU - <br />0.31'- <br />0 <br />4.00', <br />1 TI <br />EP6 <br />A 01\/i - <br />1/2= Bolts w/ <br />-1 1-0 0 01Id o / 1= WashersI- 2-7" C SPUCES , <br />ONE EACH SIDE <br />OF 7" "1" BEAM <br />36" <br />2,88' <br />0 ( <br />3.00' <br />*03/ <br />OCT 20 2011 <br />1 0,0 0 0 <br />1.0" T 11 m ILo.12- 24"7" X 4" 1-BEAM SPLICE <br />(6105-T5 ALUM. ALLOY)Iii 4'X3" I BEAM FULL STRENGTH <br />SPLICE BOLT LAYOUT <br />FULL STRENGTH SPLICE BOLT LAYOUT -\8 op I -7 6063-T6 ALUMINUM ALLOY(0 7" X 4"ALUM. 1-BEAM <br />3.00 <br />0.56'f- <br />0,72 <br />eG\NEER. <br />f <br />Elly'1.0 cr <br />F NE - 3.00' - <br />0.024" <br />3.00 <br />R=.0937 <br />SEE TABLE <br />4.9 OR 4.10 1 <br />-FOUR #14 <br />SMS PER HEADER <br />0.72 --1.56---0.72 -SEE TABLE ' <br /> 0.93 _ 1 E <br />3.)0 <br />4.00'2,88' <br />- -0.072' <br />-- -0,11' <br />-7- 1 3" SQUARE POST DETAIL W -0,93 1,56 (3004-H34 ALUM. ALLOY)-0.28 <br />DETAIL AH <br />0.37-4 |-VII- <br />- <br />OR AG <br />1 0.72 ,€@essiona/ €%'-- 1 3-' A /LM» <br />t = 0.041 " <br />1 PDTWAA 1 <br />3' CLOVERLEAF HEADER .0.13'J 4"xy I BEAM U / 14/1 <br />(A-653 Fy=40 KSI STEEL)6063-T6 ALUM 6 <br />-,D'res 9/301'2>, <br />, NOV 5 2012 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 47 of 60 Engineer's Stamp <br />@ <br />3.00'e <br />DOUBLE STEEL CLOVERLEAF HEADER <br />ASTM A653 GRADE 40 <br />5208 TENNYSON PARKWAY <br />SUITE 100 <br />- .VILIIllu 1 Itvuvu le, 111U.PLANO, TEXAS 75024 <br />DIWN BY: TYPE: <br />BEJ/CP <br />SCALE:NAME: <br />NTS Component Parts & Connection Details <br />DATE Flt.U:SHEEr: <br />CD04-2009 4 of 9 <br />unn nar DI,an,ir•rt wr <br />--