Laserfiche WebLink
SCALER 1/2" 1'-O" <br />REMOVABLE 3/4" — <br />STEEL PLATE <br />FOR REINF. SEE A/S317 <br />SEE A/S316 <br />a CHAMFER EDGE <br />° DRILL & EPDXY #4 @ <br />1 ° 12" E.F. 6" EMBEDMENT <br />1 <br />00 d- d <br />d <br />a <br />° <br />v ® <br />HOLE FOR LIFTING <br />BOLT, SEE DETAIL <br />3/S448 (TYP x 4 PER <br />PLATE) <br />LINE OF TRENCH <br />WALL BELOW <br />2" TYP <br />NMI <br />f <br />SCALE:1 1/2" ® 1'-O" 3'171 S317 <br />- I S317 SCALE:1" ® 1'-O" TN1 S10®17 1 S60-17 S317 <br />-!- TN 1 S10®22 1 S60- <br />" GAP EA. END FOR TOPPING <br />SLAB, SEE PLAN <br />a <br />T/TUNNEL <br />cs� 5 DOWELS a°° d a ° a 99'1 <br />@ 12" O.C. a <br />(CENTER ON <br />WALL) ° Al d d <br />° ° <br />- - ® ® ® 4 <br />a- DRILL & a - <br />® EPDXY ° <br />N ®#4 @ 12" O.C. 8AA <br />d ° d #5 @ 12" O.C. T/ SLAB <br />FOR REINF. 9 CENTERED EL. 96-6" — — <br />SEE A/S316 da <br />#5 DOWELS @ 12" O.C. 2" CLR <br />GRADE BEAM d (CENTER ON SLAB) <br />WHERE OCCURS, <br />SEE PLAN I d <br />1/2" ISOLATION <br />JOINT MATERIAL d <br />EXTEND 12" WHERE _ <br />GRADE BEAM DOES <br />NOT OCCUR v ® <br />z <br />sv o <br />FOR REINF., SEE 8" SEE PLAN d <br />SECTION C/S317 <br />ROUGHEN SURFACE <br />TO 4" AMPLITUDE (DO ° NOT ROUGHEN AT <br />WATERSTOP, TYP) <br />SCALE:3/4" ® 1 -10" <br />FOR SLAB ON <br />d <br />d° <br />4 ' <br />— FOR SLAB REINF., <br />— a a SEE SECTION A/S451 <br />a <br />° <br />O d <br />a <br />° d <br />SECTION <br />SCALE:3/4" 0 V-0" <br />SYM REVISION <br />A 777X CWC NEW BUILDING — RECORD <br />rt <br />1 S60-27 1 S60-32 1 S60-37 S317 <br />BY APPROVED DATE SYM <br />WBS 2548317 KRW DPB 01/03/17 <br />R».1' <br />REMOVABLE STEEL PLATE, ASTM A572, <br />GRADE 50, THICKNESS AS FOLLOWS: <br />CLEAR SPAN <br />THICKNESS <br />LESS THAN 24" <br />3/4" <br />24" TO 42" <br />1" <br />ki <br />° - ° <br />L 4 f <br />1 2" CLR <br />SEE PLAN FOR SLAB INFO <br />T/ SLAB <br />d ® 1001-0" <br />IIIII�IIIII <br />v� <br />® 0 ® d°® #5 CONT (TYP) <br />ROUGHEN SURFACE TO"' <br />AMPLITUDE (DO NOT ROUGHEN a WATERSTOP (TYP) <br />AT WATERSTOP, TYP) <br />5 @ 12" O.C. V. E.F. (TYP) <br />2" CLR E.F. ® 9 <br />MECHANICAL <br />#4 @ 12" O.C. H. E.F. (TYP) - ° ° OPENING IN TUNNEL <br />WALL BEYOND <br />DOWELS TO MATCH 0 <br />VERT. REINF, a \ / FOR WATERPROOFING <br />SEE ARCH DWGS <br />REMOVABLE STEEL PLATE, ASTM A572, <br />GRADE 50, THICKNESS AS FOLLOWS: <br />CLEAR SPAN <br />THICKNESS <br />LESS THAN 24" <br />3/4" <br />24" TO 42" <br />1" <br />8" GAP EA. END <br />a a a a T/TUNNEL <br />d d #5 DOWELS a 99'-61, <br />i -- — I L @ 12" O.C. <br />1 (CENTER ON d <br />° ® WALL) <br />Q a � <br />FOR WATERPROOFING, ®® ' "' <br />SEE ARCH'L DWGS a DRILL & ° <br />#4 @ 12" O.C. EPDXY Q ° <br />° a <br />QII <br />#5 @ 12" O.C. C7 <br />° ° CENTERED T/ SLAB <br />SEE PLAN — <br />d ° <br />° <br />5 DOWELS @ 12" O.C. 2" CLR <br />a ° (CENTER ON SLAB) <br />GRADE BEAM -- d d <br />WHERE OCCURS, <br />SEE PLAN <br />d 4 _ b - <br />1/2" ISOLATION i - d ° yd. -- CORE DRILL <br />JOINT MATERIAL d ° <br />EXTEND 12" WHERE _DRILL & <br />GRADE BEAM DOES I� I 24 EPDXY <br />NOT OCCUR -j 0 1 A 9°I QIA <br />SEE S267 FOR <br />04 0 <br />17 <br />FOR REINF., SEE 8" SEE PLAN 6° d TUNNEL <br />SECTION C/S317 m <br />a a REINFORCING <br />ROUGHEN SURFACE <br />TO "' AMPLITUDE (DO ° <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) SEE <br />SCHEDULE <br />SECTION <br />SCALE:3/4" 1'-0" <br />OOS10-12 OOS10-22 OOS10-27 00S10-52 1 S317 <br />TN1S10®12 TN1510y22 TN1510®27 TN1510m5` <br />1 S60-12 1 S60®22 1 S60-27 1 S60-52 <br />SCALE) 1/2" m 1Ao0" <br />REMOVABLE STEEL PLATE, ASTM A572, <br />GRADE 50, THICKNESS AS FOLLOWS: <br />CLEAR SPAN <br />THICKNESS <br />LESS THAN 24" <br />3/4" <br />24" TO 42" <br />1" <br />FOR CONTINUATION, <br />SEE SECTION D/S317 <br />GRADE BEAM <br />WHERE OCCURS, <br />SEE PLAN Ial <br />1/2" ISOLATION <br />JOINT MATERIAL <br />EXTEND 12" WHERE <br />GRADE BEAM DOES <br />NOT OCCUR <br />FOR REINF., SEE 8" <br />SECTION C/S317 <br />SCALE:3/4" o 1A-0 <br />AR <br />Y8" GAP EA. END <br />FOR TOPPING <br />SLAB, SEE PLAN <br />a° <br />d <br />a <br />a <br />4 ° <br />#5 DOWELS ° <br />@ 12" O.C. Q <br />a ° a <br />(CENTER ON Q Q <br />WALL) <br />° <br />4 ° d <br />CD <br />DRILL & <br />EPDXY ¢ ° <br />#4 @ 12" O.C. 6AI <br />#5 @ 12" O.C. T/ SLAB <br />CENTERED SEE PLAN <br />#5 DOWELS @ 12" O.C. 2" CLR <br />(CENTER ON SLAB) <br />° a <br />4 <br />d ad <br />a <br />° a <br />a ° a <br />®RILL & <br />PDXY�f® RILL & <br />11 <br />z a <br />04 <br />® d <br />SEE PLAN <br />ROUGHEN SURFA7 u- <br />CE ° a <br />TO 4' AMPLITUDE (DO ° <br />NOT ROUGHEN AT <br />WATERSTOP,TYP) SEE <br />SCHEDULE <br />�d� ..�- '- � _.� *"z. �:.. � x& � -• #tea r "+ fi s <br />DWI <br />ACCEPTABILITY <br />UNAWN <br />MEM <br />JAI t SUBTITLE <br />10 09 14 <br />THIS DESIGN AND/OR <br />CHECKED <br />CONCRETET I <br />SPECIFICATION IS APPROVED <br />AHM <br />10 09 14 <br />APPROVED BY DEPT. DATE <br />ENGINEER <br />DPB <br />TITLE <br />1O O9 14 <br />BOEING 777X CWC BUILDING <br />CHECKED <br />BUILDING 40-058 <br />APPROVED <br />STRUCTURAL MASTER <br />APPROVED <br />y <br />se <br />T/ TUNNEL <br />99' 6" <br />LIJ <br />CORE DRILL <br />SEE S267 FOR <br />TUNNEL <br />REINFORCING <br />CURRENT REVISION ISYMBOL DATE <br />W2548317 A 01/03/17 <br />