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I c(`_Cnln <br />SCALE: 118" =1'-0" <br />OSLAB ON GRADE, SEI SHEET S268 <br />FOR SLAB ON GRADI SCHEDULE <br />B C J CONTROUCONSTRUCTION JOINT, <br />SE HEELS2EF DE LS <br />CSJ CONSTRUCTION JOINT, SEE SECTION C/S588-02. <br />LOCATE JOINTS PER SHEET 1S60 <br />AECJ* ARMORED EDGE CONTROL JOINT AT NEW TO EXISTING <br />CONCRETE, SEE B/S588-02 <br />EXTENT OF FOUNDATION <br />-- _ EXTENT OF SLAB <br />Iw_ <br />F-77717171777 EXTENT OF STEEL PLATE <br />A <br />B <br />c <br />D <br />E <br />f <br />CITY <br />REVIEWED FOR PEM 1, <br />ISSUED FOR <br />CONSTRUCTION <br />FOUNDATION - 02.13.20 <br />K <br />Our difference <br />I is engineered. <br />www.harrisgroup.com <br />L <br />REVISION "B" ONLY <br />GENERAL NOTES <br />SEE NORTH PGB COLUMNS FOR EASTIVVEST DIMENSIONS. <br />CONSTRUCTION NOTES <br />REFERENCE DRAWINGS <br />1.W 9 <br />1.35 1.70 1.75 3. 3.10 3.45 3.50 4. <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 />PROJECT NO: 0012630.09 1.00 tea 1.a 0 t75 o s.10 a.a5 a5o a. <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 />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAVVN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />ego M. �, ACCEPTABILITY MEM 10/09/14 <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 �� of was�r THIS DESIGN AND/OR CHECKED SLAB PLAN W6164105 B 02.13.20 <br />f j SPECIFICATION IS APPROVED AHM 10/09/14 SHEET <br />B PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 ® N k7 O ENGINEER TITLE <br />BOE,� APPROVED BY DEPT. DATE DPB 10/09/14 PGB STRINGER BLADE <br />r rj CHECKED 1S60 <br />3 0 <br />BUILDING 40 058 <br />�� 53436 cy� APPROVED JOB NO, COMP NO. <br />0�', �'GISTEg�' �v <br />SSIONAL ��� 1312020 APPROVED STRUCTURAL MASTER COL..10-1.35/E-F EVERETT, WA Dwc NO. 40-058-1S60-30 <br />