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CAISSON CAP SCHEDULE <br />REINFORCEMENT <br />MARK <br />LENGTH <br />WIDTH <br />THICKNESS <br />BOTT. REINS. <br />TOP REINS, <br />ELEV, <br />CAP-5 <br />19'-01' <br />7'-0" <br />5'-6" <br />SEE DETAIL 1/S268 <br />SEE DETAIL 1/S268 <br />SEE DETAIL <br />T/CAP EL. 97'-0" (UON)--\ (10)#11—� I #5 STIRRUPS (8 LEGS) <br />(SEE 1/S268 FOR SPACING) <br />MR <br />SECTION rk� <br />SCALE:3/8" = V-0" S268 S268 <br />FIN. FLR. _ <br />EL.100'-0" <br />T/CAP <br />EL. 97'-0" <br />(U.O.N.) <br />qua® <br />v®� <br />co co <br />i�ww B <br />I , <br />I1 <br />S266 <br />a� <br />1- <br />STIRRUPS It R <br />� v <br />7 5000 PSI <br />COLUMN, CAISSON & CAP <br />#4 TIES @ 6" O.C, <br />ANCHOR ROD <br />SPACE #4 TIES @ 3" O.C. <br />WITHIN 12" OF TOP OF CAP <br />r P <br />(HOOK <br />45 i ■ ■ <br />fiol <br />DARK <br />THICKNESS <br />REINFORCEMENT <br />JOINT TYPE <br />VAPOR RETARDER <br />DESIGN LOADS <br />S1 <br />12" <br />#5 @ 12" oc EW TOP & BOT <br />ARMORED ** <br />YES <br />A THRU F <br />PzB <br />S3 <br />6" <br />#4 @ 16" oc EW MID -DEPTH <br />PLATE DOWEL <br />YES <br />A & F <br />S4 <br />6" <br />#4 @ 16" oc EW MID -DEPTH <br />N/A <br />YES (15 MIL & SLIP SHEET) <br />A & F <br />S <br />6 <br />@ oc M- E <br />E E <br />10 <br />E <br />S6 <br />6" <br />@ 10" oc EW MID -DEPTH W/#4 HAIRPINS <br />N/A <br />NO <br />A, B, E & F <br />@ 20" oc. SEE SECT A/S457 FOR DE I AILS <br />S7 <br />10" <br />#5 @ 12" oc EW TOP & BOTT <br />PLATE DOWEL <br />YES <br />A, F & G <br />S8 <br />12" <br />#5 5 12" oc EW TOP & BOTT � *** <br />ARMORED*** <br />YES <br />A E & F <br />S9 <br />12" <br />#5 @ 12" oc EW TOP & BOT <br />PLATE DOWEL <br />YES <br />A THRU F <br />S10 <br />12" <br />#5 @ 12" oc EW TOP & BOT <br />PLATE DOWEL <br />YES <br />A THRU F <br />S11 <br />17" <br />#6 @ 12" oc EW TOP & BOT <br />PLATE DOWEL <br />YES <br />A & F <br />S12 <br />12" <br />#5 @ 12" oc EW TOP & BOTT **** <br />ARMORED ***** <br />YES <br />A, E & F <br />* USE OF EQUIVALENT ENGINEERED STRUCTURAL WELDED *** PROVIDE ARMORED JOINT AT ALL S8 SLAB JOINTS <br />REINFORCING (ESWR), GRADE 80 WILL BE ACCEPTABLE. INCLUDING S8 SLABS AND OTHER SLAB TYPES OR WHERE <br />** PROVIDE ARMORED JOINT AT ALL S1 SLAB JOINTS SLAB TYPE IS NOT INDICATED, UNLESS NOTED OTHERWISE. <br />INCLUDING JOINTS BETWEEN S1 SLABS AND OTHER SLAB NORTH -SOUTH JOINTS SHALL BE PER ARMORED JOINT <br />TYPES OR WHERE SLAB TYPE IS NOT INDICATED, UNLESS DETAIL ON S280. EAST -WEST JOINTS DESIGNATED "AE CJ" <br />NOTED OTHERWISE. SHALL BE PER SECTION C/S508-1. <br />***** PROVIDE ARMORED JOINT AT ALL S12 SLAB JOINTS, AND AT **** PLACE TOP LAYER OF SLAB REINFORCING 3" CLEAR FROM <br />S12 TO S1 SLAB JOINTS. PROVIDE PLATE DOWELS ALONG TOP OF CONCRETE. <br />JOINTS BETWEEN S12 AND OTHER SLAB TYPES. <br />2%2" CLR. <br />48 @ 7" O.C. NEAR SIDE <br />& FAR SIDE W/STD <br />HOOKS EACH END <br />44 TIES @ 12" O.C. <br />AROUND CAISSON REINF, 10 <br />I Y.P. SEE A/S266 <br />FOR REINIF REFER TO 2/S265 <br />FOR REINF. <br />�,,� ■ <br />6-0" DIA. <br />I® CAISSON AND CAP-5 DETAIL <br />I= <br />w <br />w <br />w <br />W <br />U) <br />�c <br />c <br />1. <br />(2) #6x4'-0" O.C., T&B <br />/TnD nMll V AT R" QI ARV <br />CJ <br />DESIGN LOADS 1ST FLOOR <br />A. FLOOR AND SLAB ON GRADE ----------------------------- 500 PSF <br />DB. HS 20 - STANDARD HIGHWAY LOADING. 10" TYP. <br />® — — — <br />LJ <br />8K � 32K 32K —I >- <br />c, <br />DO <br />141-011 14'41 TO 301-0" <br />'ram a� <br />PLAN <br />GILD <br />8414" <br />I 200K <br />a <br />co <br />200K <br />— <br />57" 57" <br />PLAN <br />E. AGV LOADS <br />12'-0" (8) WHEELS, 7,500 LBS EACH <br />HEAVY AGV <br />TOTAL WEIGHT = 60,000 LBS <br />11 SPACES @ 10'-0" =110'-0" <br />F. HYSTER H30FT FORKLIFT <br />4" TYP. <br />REAR AXLE 1250# <br />c� <br />L <br />I <br />54112" <br />FRONT AXLE 8500# <br />PLAN <br />c� <br />8'-9" (8) WHEELS, 6,200 LBS EACH <br />MEDIUM AGV <br />TOTAL WEIGHT = 49,600 LBS <br />Li L J + <br />Li LJ T, i <br />V8,000 LBS (MAX) TYP <br />BAJ FOOT LOAD <br />TOTAL WEIGHT=192,000 LBS <br />ACCEPTABILITY MEM <br />THIS DESIGN AND/OR CHEC <br />SPECIFICATION IS APPROVED AHM <br />ENGII <br />APPROVED BY DEPT. DATE DPB <br />151-4a' <br />_e <br />— <br />! ! <br />— c� <br />I�---Sa—®a, � <br />150K, TYP <br />SCHEME 2 PLAN <br />� E <br />`.' s t s�F <br />FOR <br />FACILITY <br />DESIGN <br />7A1 t SUBTITLE <br />10 09 14 <br />10 09 14 <br />10/09/14 TITLE <br />DATE 02.13,20 <br />SHEET <br />S268 <br />JOB NO. COMP NO. <br />EVERETT, WA DWG N0. 40-058—S268 <br />I <br />STRUCTURAL MASTER <br />