Laserfiche WebLink
A <br />c <br />D <br />F <br />IT 01Y PART NO <br />DESCRIPTION <br />DOUBLER 2@ -on 2-0 <br />CHEST & <br />PLATE W.P. <br />CHEST <br />III A <br />mclo <br />L3x3 <br />- - - - - - - - IXG P�kTFORM PLAN <br />GRIND RADIUS <br />W.P. —IF A RLTIONAL <br />L3x3xyj <br />L3x3 LD T Mcio <br />I%110. TOS EL 2116-23(m <br />AI W.P. & TOS EL 210'-10�j- <br />41 .. <br />40 <br />*so wo go, <br />1. PLATE <br />REMOVE BOTTOM X <br />4,111 S 14E Typ <br />FLANGE AT 34 1 6" <br />1 14 % <br />DOUBLER PLATE, 0 <br />LEAVE 8" DEPTH X <br />MC10, SEE DRAWING U) <br />000 w <br />(TYPIC Q 18310-S-28 FOR ACCESS mci 0 <br />TO <br />PLATFORM (TYPICAL (SEE PLATFORM <br />DRAWINGS) <br />x x ALL AROUND) <br />1b <br />Y20 PLATE <br />PLATE <br /><TYP <br />TYP <br />o.14 Y40 DOUBLER PLATE <br />N <br />L6)t6x% x2*-4" <br />"Now (TYPICAL 4 PLACES 0 Y4m DOUBLER <br />We" ROOF PLATE <br />PLATE <br />L3x3xy2 Y, GRIND RADIUS <br />son IIIN <br />ep N <br />— — — — — — — — — — — — — — — — — — — — — /_ <br />mci 0 <br />4, ROOF PLATE <br />ROOF Y4 <br />SE <br />PLATE <br />NO <br />94 <br />2 <br />j NOTE, <br />WHERE A GAP OF MORE THAN 114 INCH OCCURS BETWEEN THE FLANGE AND THE ROOF PLATE DUE TO LAP JOINTS, OMIT <br />FOR ACCESS PLATFORM STEEL FRAMING SEE DRAWING 18310—S-28. <br />WELD AND CAULK JOINT WITH SILICONE SEALANT COMPATIBLE WITH FINISH PAINT SYSTEM. THE INTENT IS TO WELD AT <br />LEAST 75 PERCENT OF THE JOINT ON EACH SIDE. <br />c <br />DETAI S-15 <br />SECTION t A� <br />SECTION <br />SCALE: 1 V- 0" <br />SCALE: 1"=1'-O" <br />1'- 0" <br />SCALE: 1 1/2" <br />9(e* ROOF PLATE — <br />2 <br />PLATE <br />% <br />02364 0 <br />AR161C LENGTH AT rk) PLATE <br />ROOF PLATE <br />In, <br />3 It )Jxl2xlt-5* 9 <br />L3x3 <br />TOS EL 185 83( <br />Z, J40 BAR <br />Z:z 41 Noll; <br />Zz. FOR THIS AREA r3 <br />sl <br />SEE SETCTION 9 <br />183 —S-17 <br />00 <br />30* <br />TO <br />W.P. <br />PLATES <br />NOTES <br />PLATES To <br />ELOW) <br />1. FOR GENERAL NOTES SEE DRAWING 18310—S-15. <br />Z%zl <br />J\ -%x8x6`-0' <br />(b <br />V <br />I ES <br />TS1 2x8x9(a <br />NOTCH TS12 AT <br />PLATE <br />PLATE <br />Huris Group ft <br />TS12x8x!Xa (BELOW) CAULhl.� Tj 34 2- 12 <br />A <br />A <br />4'': t: S EN>±34�72-12 <br />S.4 <br />CogVNUOUS <br />It 36xl5xl'-3" PIPE& <br />APPROWD <br />AT PLATE SECTION toc N DATE OJECT <br />I - RSM 01 L03/95T 94-1659 <br />t L3x3x3fixCONTINUOUS co SCALE:Z"=1'-Om <br />RESP ENGR- RML DRAYM BY.' PWT <br />All <br />supv RML DSGN CHKO By- RML <br />—Nor, <br />%07 7m nw. nc Mum mopo" <br />DETAIL <br />III OF =ff ft" Co., IS <br />\1 8, sc <br />SCALE: 3"m1'-0" 310-:S-15 70 BE U%D ONLY MR X FMOSE <br />SCOTT WORLOWIDE I FOR WCH LWO AND KUM ON <br />KIM. No is WT M K cmim <br />SCOTT APPROVAL <br />#2 HIGH DENSITY CHEST ON 00"MRm <br />AS NOTED <br />C REVISED DOUBLER PLATE & ADDED PLATFORM BEAMS 5/02/95 RML DOW S CTIQNS & DETAI LS PIKE WT <br />PwT 01 03/95 <br />B <br />REVISED ENTIRE DRAWING 4/04/95 RML <br />A <br />ISSUELD FOR CONSTRUCTION 2/24/95 WiP own" <br />REV. REVISION NOTE WORM No. <br />I By I" MID <br />b A .18 Im 'A, DATE B_ 18310- S-1 <br />E <br />2600 FEDERAL AVE <br />I f f A- I IFW 4, <br />24 23 22 21 20 19 18 17 16 15 14 13 12 ll 10 9 8 7 6 MICROBOX <br />6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 42 2 23 2 <br />VL <br />-:LA1 <br />7 <br />db <br />v <br />