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i <br /> -7- n <br /> ( )ROOF DECK (E)ROOF DECK <br /> I 3/16 h <br /> (E)TRUSS,TYP VERTICAL H(E)TRUSS,TYP 3H6 (E) CA <br /> HSS <br /> 1/4 r <br /> - - g- ,-11-, ,11-, V' <br /> [ 1. <br /> IMODIAIL& <br /> FY AR (E)REATTACHED <br /> ��-VERTICALS REST SEE HORIZONTAL HSS <br /> KEY NOTE 2&3 <br /> KEY NOTES: <br /> 1. TEMPORARILY SUPPORT(E)HORIZONTAL HSS BEAMS:SHORING <br /> (E)FALL ARREST DESIGN,INSTALLATION AND REMOVAL BY CONTRACTOR.FALL <br /> .rc tor- SUPPORT SYSTEMPlir ARREST MONORAIL AND ATTACHMENT DESIGN AND CONSTRUCTION <br /> TO BE MODIFIED Fr CONTRACTOR. <br /> 2. SHORTEN EXISTING VERTICAL HSS SUPPORTS TO PROVIDE <br /> VERTICAL CLEARANCE. <br /> 3. REATTACH HORIZONTAL HSS SUPPORTS,SEE DETAIL 2/S5.1. <br /> 4. EXISTING FALL ARREST MONORAIL BEAM AND ATTACHMENTS HAVE <br /> NOT BEEN DESIGNED OR REVIEWED BY KPFF.KPFF HAS NOT <br /> VERIFIED THE ADEQUACY OF THE FALL ARREST SUPPORTING BEAM <br /> (E)FALLARRESTTOBEKEY OR ATTACHMENT TO SUPPORTING STRUCTURE. <br /> MONORAIL <br /> RAISED SEE NOTE 4 <br /> _. 1 1 <br /> (E)FALL ARREST <br /> TO BE RAISED <br /> 1A EXSITING FALL ARREST DETAIL - BAY#5 1B MODIFIED FALL ARREST DETAIL - BAY#5 2 DETAIL <br /> S2.2 SCALE: 3/4" = 1'-0" S2.2 SCALE: 3/4"= 1'-0" S5.0 SCALE: 1 1/2" = 1'-0" <br /> o <br /> N <br /> 3 <br /> a <br /> m <br /> O <br /> U <br /> M <br /> 3 <br /> U <br /> o3 <br /> to <br /> I <br /> 0 <br /> j <br /> , <br /> N <br /> O <br /> D <br /> U <br /> /S' j <br /> NO. DATE BY REVISION DRAWN: PROJECT NO.:W.O. #32 <br /> E/ COMMUNITY TRANSIT MERRILL CREEK w <br /> 66 kl3ff .. o , OPS BLDG HOIST BAY CONVERSION DESIGN: SCALE: AS SHOWN to <br /> ,F MASg/SO <br /> E'�P-:62 ��,- 7100 HARDESON ROAD,EVERETT,WASHINGTON CHECKED: DATE: JAN 03, 2017 I" <br /> s £ <br /> q*.� DRAWING NO. 2 <br /> 16015th Avenue,Suite 1300 <br /> I STRUCTURAL SECTIONS AND DETAILS S 5 0 IY <br /> o Seattle,WA 98103 4,70M <br /> StEo`ye <br /> 206.382.0600 `"3'/Oea W <br /> x vnvw.kpff.com SHEET NO. .14— OF/QL 0,, <br />