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PARTIAL SLAB PLAN <br />SCALE: 1/8" = l'-0" <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />A <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />DPB <br />01/03/17 <br />B <br />PGB STRINGER BLADE - IFC FOUNDATION W6164105 <br />HG <br />RLT <br />02.13.20 <br />DRAWN DATE SUBTITLE jy ACCEPTABILITY MEM 10/09/14 <br />0 WASh,I THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED AHM 10/09/14 <br />ENGINEER TITLE <br />y APPROVED BY DEPT. DATE DPB 10/09/14 <br />�.p ,�, 53436 .9 c�,'�' <br />®�' �'GISTEg� ,�sv <br />�SSjONAL �'��� �snoza <br />STRUCTURAL MASTER <br />1 E:n-[:nln <br />OSLAB <br />ON GRADE, SEE SHEET S268 <br />FOR SLAB ON GRADE SCHEDULE <br />CJ <br />CONTROL/CONSTRUCTION JOINT, <br />SEE SHEET S280 FOR DETAILS <br />AECJ <br />ARMORED JOINT, SEE SHEET <br />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 B/S588-02 <br />EXTENT OF FOUNDATION <br />l"A� <br />EXTENT OF SLAB <br />xss <br />EXTENT OF STEEL PLATE <br />GENERAL NOTES <br />Lj_% SEE NORTH PGB COLUMNS FOR EAST/WEST DIMENSIONS. <br />F <br />CITY OF EVERET-11 <br />H <br />ISSUED FOR <br />CONSTRUCTION <br />FOUNDATION - 02.13.20 <br />K <br />Our difference <br />is engineered. <br />L <br />www.harrisgroup.com <br />ms SIR, REVISION "B" ONLY <br />CONSTRUCTION NOTES <br />REFERENCE DRAWINGS <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 />V40 <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 />PROJECT NO: 0012630.09 ,(06 <br />DRAWN: RVP PROJ MGR: REP 0 4' 8' 16' 24' <br />ENGINEER: AB APPROVED: RLT <br />SCALE: 1/8" = l'-0" <br />CHECKED: AMW DATE: 02.13.20 <br />SLAB PLAN <br />PGB STRINGER BLADE <br />BUILDING 40-058 <br />COL. .1 0-1.35/G-H <br />CURRENT REVISION SYMBOL DATE <br />W6164105 B 02.13.20 <br />SHEET <br />1S60-40 <br />JOB NO. COMP NO. <br />DWG NO. <br />EVERETT, WA 40-058-1 S60 <br />