Laserfiche WebLink
Do not scale --1 <br /> IF IN DOUBT ASK All dimensions in inches C>� j <br /> Do not manually alter CAD drawings <br /> s <br /> .,..; <br /> G 01.07.16 Cladding added <br /> -- <br /> _-_ — _ --______— F 03.02.10 Record Drawing Revision by Otak <br /> E 01.09.08 Revised rainwater <br /> ---- ----1 'WI <br /> -CD _ 1.r C IYl �/��`�X�I 5 k�e a n'1 downpipedetail <br /> D 28 07 08 Added Structural I Eng's comments <br /> _---� - -- u t a s ` F o o� <,� '+ C 21.06.08 Added Structural Eng's comments <br /> B 12.06.08 A �_ _- 1 >nin eE, 3 <br /> AddedStructural ngscomments <br /> A 27.05.08 First Issue <br /> Date Revision <br /> V <br /> I , Beam VV 1 2 x 87 [A257, F-y--50KS <br /> ,I <br /> 0 Ij I <br /> � I <br /> a n �— — Plate 1 /2 x 4 T x 0'-- �?.5' <br /> . <br /> 70 O <br /> �I 'c ed ate o beam .5' saua' ;:, <br /> Weld <br /> to Bea I <br /> Arm to connection: <br /> 11�_ x 1 / b DIA A325 Dolts <br /> and lucking Ovasners(Col/anIZed) <br /> am to PiatEA , <br /> Bolt holes in beam to be fully tapped 1 /2" INC through -- <br /> Sore vAl threads must be able to resist 8.41<; <br /> 1hCladding Panel Qty. <br /> - X <br /> i. <br /> Material <br /> Beam to Column connection: O Imo, --‹Cap to Column X <br /> [4] x 3%4" DIA A325 bolts Finish <br /> Bolt heads to be welded to Column :Fate X <br /> Column Cap 3y 4" Plate x 12.0" square <br /> Works Order No. <br /> X <br /> ._ Project <br /> Column HSS 1 2x 2x 74" [A500, Fy=46KSli Swift BRT Shelter <br /> 0'— 1 1 /2" 0'-9" Square Centres 0'-- 1 1 /2" Client <br /> --.4 --- ._. _ Community Transit <br /> Title <br /> Connection de-ni s <br /> Structural Outline GA <br /> Ceonn to Column <br /> Scale Date <br /> r NTS 27.05.08 <br /> rm o Dec rn <br /> Drawn Checked <br /> KNB JM <br /> Drawing no. Rev <br /> Remove all burrs and sharp edges unless otherwise stated /P TEL A264 00 500 G <br /> Tolerance unless otherwise stated to be± 0.5mm ( Sheet 2 <br /> x ANSI B J <br />