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0 0 <br /> v <br /> - 36'-0"t <br /> PRE-CAST CONC PANEL <br /> CAST <br /> "” 2' 14,0" EXISTING DOOR 5 CONC PANEL JT,TYP <br /> (6)PRE-CAST COC <br /> PANEL SECTION 3 <br /> TO BE MODIFIED <br /> �S3.0 <br /> El> 7, <br /> 12 <br /> jfp I — <br /> CONTRACTOR TO VERIFY EXTENTS OF <br /> PORTION OF(E) EX <br /> TOSTING PANEL CUTTING.AT EXPOSED/CUT <br /> NG PRIOR 1 PARTIAL SOUTH ELEVATION <br /> CONC PANEL REINFORCING,CHIP BACK CONCRETE <br /> TO BE REMOVED 1",CUT REINFORCING AND PATCH S2.O SCALE: 1/8" = 1'-0" <br /> (E)PRE-CASTBACK SMOOTH W/NON-SHRINK GROUT <br /> CONC PANEL <br /> TO BE MOODIFIED <br /> (E)HORIZONTAL CORD <br /> REINFORCING;DO NOT CUT H J <br /> li <br /> U' _ <br /> z T 0 <br /> Z w <br /> 36'-0"t <br /> it O z PRE-CAST CONC PANEL <br /> m <br /> a 8 q (N)3/4x9 1/2xCONT STEEL PL WITH(2) <br /> o 14.K ROWS 5/8"DIAMETER POST INSTALL I 14'-0" i 2'-W - EXISTING PRE-CAST <br /> N w O SEALANT AT EA SIDE CONCRETE ANCHORS WITH MINIMUM ,' i CONC PANEL JT,TYP <br /> I cv 2 g - 5'EMBEDMENT AT 17 DOOR 14 <br /> O <br /> Z ' I <br /> I-- <br /> , <br /> o R 4 SAWCUT ► __,__-...- , <br /> ow 15'-2" (N)DOOR HEAD CLEARANCE <br /> acum <br /> 15-0" <br /> (E)PRE-CAST CONC <br /> MUM 4x4x1/2x0,9"STEEL <br /> i iv V I (ANGLE N) IWITH(4)5/8'DIAMETER POST PANEL SECTION <br /> REMOVE 1'-2"OF CONC PANEL - 3 i INSTALL CONCRETE ANCHORS WITH TO BE MODIFIED <br /> p ABOVE(E)DOOR HEAD a <br /> m I MINIMUM 5'EMBEDMENT AT 12' <br /> I m 3 <br /> n S3.0 <br /> o EXISTING E DOOR HEAD <br /> 3 SLAB ON GRADE <br /> is-0" 14 <br /> I 1 <br /> (E)VERTICAL REINFORCING <br /> ...-----../ <br /> TO BE CUT <br /> oo <br /> / <br /> o <br /> o <br /> 3 WALL SECTION 4 DETAIL 2 PARTIAL NORTH ELEVATION <br /> S3.0 SCALE: 1/2" = 1'-0" S3.0 SCALE: 1 1/2" = 1'-0" S2.0 SCALE: 1/8" = 1'-0" <br /> cc, (7./,;)0 >d) <br /> 1 A <br /> t. NO. DATE BY REVISION COMMUNITY TRANSIT MERRILL CREEK DRAWN: PROJECT NO.:W.O. #32' I j <br /> D its DESIGN: SCALE: AS SHOWN - V) <br /> N y ,p AASy� o OPS BLDG HOIST BAY CONVERSION <br /> n4cg---- 1<lifr <br /> ,.-- <br /> (4s 6J �I,• 7100 HARDESON ROAD,EVERETT,WASHINGTON CHECKED: DATE: JAN 03 2017 F� <br /> o � `i--+ t DRAWING NO. <br /> 16015th Avenue,Suite 1300 - STRUCTURAL PANEL ELEVATIONS AND DETAILS S3 O .w <br /> Seattle,WA 98101 A��/sEn e <br /> 206.382.0600 <br /> (1,44 7/ E ��/ <br /> www.kpwcom ` o�� SHEET NO. OF�3'L Q„ <br />