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<br /> B \ CJ CONTROL/CONSTRUCTION JOINT,SEE SHEET S280 FOR DETAILS
<br /> 25'-0" 30'-0" 30'-O" _�_ 25'-0" 6'-O" 19'-0" 25'-0" 30'-0°F - 30 0" AE CJ ARMORED EDGE CONTROL JOINTS IN THE EAST WEST DIRECTION
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<br /> I ♦' I I I I ` - © STRINGER FORMING FOUNDATION, SEE S515 SHEETS FOR MORE
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<br /> C 4 �� I � i i © REMOVE EXISTING COVER PLATE AND INFILL EXISTING TRENCH
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<br /> STRUCTURAL 50 51 52 53 54
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<br /> www.harrisgroup.com O LJ I I 0
<br /> PARTIAL SLAB PLAN 60 61 62 63 64
<br /> SCALE: 1/8"=1'0" Ill4 Harris Group REVISION"B"ONLY
<br /> PROJECT NO: 0012630.04 0 V ® V ® ® V o 50 ,,,
<br /> DRAWN: RVP PROJ MGR: RLT 0 4° 8° 16' 24'
<br /> ENGINEER: AB APPROVED: RLT
<br /> SCALE: 1/8"=1'-0" ` `
<br /> CHECKED: AMW DATE: 07.09.19
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> g� M. ACCEPTABILITY MEM 10109114 SLAB PLAN p
<br /> A 777X CWC NEW BUILDING-RECORD WBS 2548317 KRW DPB 01/03/17 , ���OF WAsd►j,"Q,� THIS DESIGN AND/OR CHECKED
<br /> HM KED 10/09/14 W6036604 B 07,09,19
<br /> cl '� SPECIFICATION IS APPROVED
<br /> SHEET
<br /> B BSA STRINGER GANTRY IFC STRUCTURAL W6036604 HG RLT 07.09,19 Nii,� —ENGINEER TITLE�0�, Ve� i, � ill!,1 APPROVED BY DEPT. DATE DHEBCKED 10I09114I s 6 0_3 7
<br /> BSA STRINGER GANTRY
<br /> CIO .),5 436 �9 APPROVED BUILDING 40-058 JOB NO. W2 4 1 COMP N0.
<br /> 'A GjSTV.
<br /> 5837 0
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<br /> APPROVED STRUCTURAL MASTER COL. 1.75 3.05IF G EVERETT WA DWG No. 40 0581S60
<br /> SSIONAL � +�iosrzoi
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