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HomeMy WebLinkAboutR-43781400 C'7 O I LU .I SEE C/S5 FOR TOP OF WALL DETAILING #4 ® 8" O.C. VERT. EA. FACE DRAINAGE SYSTEM PER CIVIL #4 x .7 r_@16" O.C. CONC, COL_ PER D/S5 Qo ^ #6 z_i:r ® 8" O.C. LAP #6 �l �4 8" O.C. LAP ° W/ WALL REINF. 6^ S.O.G. PER PLAN Q W/ WALL REINF. e Q e e a �I WATER STOP, ' TYP. ® ALL JOINTS — I I— 1--I #4 ®T.O. W #4 0 10" O.C. HORIZ. E.F. ° N0. COL COL FTG. PROVIDE #6 CORNER BARS 4,_O^ � M — W C.I.P. 0. ' - SIM. CONDITION PER PLAN - / # a I I=II I EA. WAY Ls ^I Q #4 ® 1Z" O.C. I I #4 -1 0 1r _ KEA. WAY, TOP 4 ELEV. PER PLAN III ° J ° a �as e a IOU a eQ d e 4 All GZia ° � ER FTG. DRAIN F PER CML #5 @ lr O.C. FA EDGE OF FTG. ® SIM. WAY, BOT. CONDITION "' A WALL SECT. AT FTG. STEP---@ SUMP S5 SCALE: 3/4=14 EDGE REINF. AS SHOWN PROVIDE HORIZ. HOOK ® ENDS OF TOP REINF., TYP. REINF. AS SHOWN A -A EDGE DETAIL L4x4x1/4 FULL LENGTH EA. EDGE SCALE: 1 1/2"=1'-O" W/ 1/2"0x4" WHS ® 18" O.C. 10'-7' p o21-r. nnn�lrn /n\ 01 r. MIN, (4) LIFTING EYES PEF PANEL PER DTL K/S5 PRECAST p PLAN VIEW E CONC, REMOVABLE PANEL S5 i SCALE: PER PLAN ." 1 1 /?" ry qpw FINISH CIVIL E WALL CUT 0 31T=1'—T WALL EDGE OF J�OPNG. @ REMOVABLE PANELS REMOVABLE PANEL PER E/S5 (REINF. NOT SHOWN) EMBEDDED ANGLE PER F/S5 4" 4 1 /27 GAP SEAL FINISH GRADE PER PER CIVIL ENG, REMOVABLE PANEL PER E/S5 CIVIL ENGR. (REINF. NOT SHOWN) L4x4x1/4 FULL LENGTH EA. SIDE OF OPNG. W/ 1/2"04 r r W.N.S. ® 18' O.C. CUR, TYP. CLR, TYP. STRUCTURAL SLAB & REINF. ' OPENING SIZE PER PLAN, (HOOK TOP BARS — PER PLAN INTO BEAM) ' I #4 0 16' O.C. E.W., E.F. I�I� .III-10 A' Z�J a '6 d qq #3 © 0 10' O.C. e ° (2) #6 TAB. HOOK ENDS b INTO SUPPORT, TYP. cV ° n d 1'-2" (1'-r 0 SIM. COND.) SLAB EDGE OF OPENING REMOVABLE PANELS STAINLESS STEEL 3/470 EYE -BOLT (INSTALL AFTER CONC. HAS FULLY CURED) LOCATE EYE -BOLTS PER CIVIL ENGR. CONTINUE FOUNDATION WALL ABOVE SLAB ® REMOVABLE PANEL STAINLESS STEEL R 3/4x8x8 STAINLESS STEEL HEX NUT TOP OF SLAB BEYOND REMOVABLE PANEL PER E/S5 (TYP. REINF. NOT SHOWN) / PROVIDE SOCKET TO RECESS EYE -BOLT FLUSH W/ TOP OF SLAB / WHEN NOT IN USE d ° e o d e Q Q ° c K � LIFTING EYE BOLT DETAIL. (2) #4x4'-0" E.W. ® BOLT TACK WELD W/ E309 ELECTRODE SS SCALE: N.T.S. ci T.�arrnr�arrt i�rn #4 0 8" O.C., VERT. EA. FACE #5 z10" ® 8" O.C. LAP W/ WALL REINF. WATER STOP 6" S.O.G. & REINF. PER PLAN I 1— — (4) #5 CONT. 3/47 =1'—C' W #5 F_ PER PLAN 2'_6^ MAX. LAP W/ SLAB REINF. WATER STOP �ELEV. PER PLAN ROUGHEN JOINT, TYP. DRAINAGE SYSTEM r CLR PER CIVIL BACKFILL W/ FREE �I DRAINING GRAVEL —�II— I #5 �6' 2'-0" ® T O.C. -II I I I= LAP W/ WALL REINF. I 1 II = ROUGHEN JOINT,I— TYP. I I 1=1 FOOTING DRAINPER Ci\VfllL I�I�III � ELEV. PER PLAN _ — _Ii_�� , #4 IN HOOK, WATER STOP (2) #4 T.O.W #5 CONT. REINF. IN EACH 2'-6" MAX. SOIL DEPTH ABOVE SLAB ADD REINF. EA. WAY ® TOP COL. STRIP PER RAN EA. COLUMN STRIP EACH CTR'D ON COL. PER PLAN DIRECTION DIRECTION 5 DRAINAGE SYSTEM PER CIVIL ^ Q ^ ^ ^ ^ V ^ I I a cn e. a ss�ONAL � 12-06-04 3 /a--o3 #3 Q TIES @ 8" O.C. (4) #6x6'-O', (2) EA. WAY @ EA. COL ° (6) #6 W/ 18" HOOK TOP -71 1470 C.I.P. CONC. COL. Q ENGINEERS, INC. 600 UNIVERSITY STREET • SUITE 1122 r CLR W (6) #6 a- V-6" LAP W/ COL. REINF. SEATTLE • WASHINGTON • 98101-4104 dQ. M (206) 381-9900 • FAX (206) 381-9909 TOP OF SLAB SLOPES PER PLAN �- AKB JOB No. 202016 a1 IL SLAB REINF. PER PLAN a � e II I a d a' d II —I PER PLAN I I—� I— (6) #5x4'-6" EA WAY, BOT. z z O O ('D" 'TYP. COLUMN SECTION H � S5 'SCALE: N.T.S. "� w (2) #4 T.O.W. T C.I.P. WALL W/ #4 10' O.C. EA. WAY 0 WALL (2) #4 L CROSS SECTION VAULT 'A' !"'.) SCALE: 3/4"=1'-0o 202016S5.dwg PLOT: 3-12-03 AKB;ST /ADT;AK PLOT BY: ADT IY L 0 ry U e, 0 n DATE: 3/13/03 FOUNDATION DETAILS S51 202016 R-437814 ° a d