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.10 <br />.50 ) ( 1 ) (1.05) (1.06) (1.10) (1.15) (1.20) (1.25) (1.30 <br />SLAB ON GRADE, SEF SHEET S268 FOR SLAB ON GRADE SCHEDULE <br />m <br />ci <br />a} i <br />U <br />IS <br />PARTIAL SLAB PLAN <br />SCALE: 118" =1'-0" <br />SYM REVISION BY APPROVED DATE SYM REVISION <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 <br />B PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 <br />BY I APPROVED I DATE <br />ACCEPTABILITY MEM <br />OF WA THIS THIS DESIGN AND/OR CHEC <br />SPECIFICATION IS APPROVED AHM <br />O APPROVED BY DEPT. ENGII DATE ppg <br />1 <br />rz£ <br />D.16 <br />D.25 <br />D.56 <br />B CJ <br />CONTROL/CONSTRUCTION JOINT, SEE SHEET S280 FOR DETAILS <br />AECJ <br />ARMORED JOINT, SEE SHEET S280 FOR DETAILS <br />CSJ <br />CONSTRUCTION JOINT, SEE SECTION C/S588-02. <br />LOCATE JOINTS PER SHEET 1S60 <br />AECJ* <br />ARMORED EDGE CONTROL JOINT AT NEW TO EXISTING <br />CONCRETE, SEE BIS588-02 <br />EXTENT OF FOUNDATION <br />F7777777— <br />EXTENT OF SLAB <br />EXTENT OF STEEL PLATE <br />GENERAL NOTES <br />SEE NORTH PGB COLUMNS FOR EASTMEST DIMENSIONS, <br />CONSTRUCTION NOTES <br />REFERENCE DRAWINGS <br />A <br />B <br />c <br />D <br />E <br />F <br />G <br />H <br />J <br />K <br />L <br />PROJECT NO: 0012630.09 G .7 0 @ <br />DRAWN: RVP PROJ MGR: REP 0 4' 8' 16' 24' <br />ENGINEER: AB APPROVED: RLT <br />SCALE: 1/8" =1'-0" <br />CHECKED: AMW DATE: 02.13.20 <br />TE SUBTITLE CURRENT REVISION SYMBOL DATE <br />10/09/14 <br />SLAB PLAN W6164105 B 02.13.20 <br />10/09/14 SHEET <br />10/09/14 <br />TITLE PGB STRINGER BLADE 1S60-25 <br />BUILDING 40-058 JOB NO. COMP NO. <br />0 <br />WG NO. <br />STRUCTURAL MASTER COL. .1 0-1.35/D-E EVERETT, 40-058-1 S60 <br />CITE' OF <br />� VE ET <br />�* a—' ¢, p P F �` f AR P E R mvaG <br />H <br />ISSUED FOR <br />CONSTRUCTION J <br />FOUNDATION - 02.13.20 <br />K <br />im <br />Our difference <br />is engineered. <br />www.harrisgroup.com L <br />"REVISION "B" ONLY <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />