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CAISSON CAP SCHEDULE <br />REINFORCEMENT <br />MARK <br />LENGTH <br />WIDTH <br />THICKNESS <br />BOTT. REINF. <br />TOP REINF. <br />ELEV. <br />CAP-5 <br />19'-0" <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) \ 00) 11 <br />No <br />#5 STIRRUPS (8 LEGS) <br />(SEE 1/S268 FOR SPACING) <br />SECTION <br />SCALE:3/8" e l'-O" S2681 S268 <br />COLUMN, CAISSON & CAP <br />19'-0" x T-0" CAP <br />12'-0" <br />#5 STIRRUPS (8 VERT. LEG) <br />@ 41/4" O.C. <br />#4 TIES @ 6`° O.C. <br />FOR COLUMN & <br />BASE PL SEE PLAN <br />ANCHOR ROD <br />FIN. FLR. <br />EL.100'-0" I <br />5000 PSI CONIC. SPACE #4 TIES @ 3" O.C. <br />(S268 / r CAP 5 WITHIN 12" OF TOP OF CAP <br />T/CAP <br />EL. 97'-0" <br />(U.O.N.) <br />0CL <br />��::D <br />ryLun <br />07. LU ccl 0 <br />.a::�iw <br />_ w w <br />Lu cn <br />SYM REVISION BY APPROVED DATE SYM <br />A 777X CWC NEW BUILDING -RECORD WBS 2548317 1 KRW I DPB 01103/17 <br />(10)#11 TOP <br />(HOOK ENDS) <br />#5 STIRRUPS <br />(8 VERT. LEG) @ 9" O.C. <br />REVISION <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 />S5 <br />6" <br />#4 @ 12" oc EW MID -DEPTH <br />PLATE DOWEL <br />YES <br />A & F <br />S6 <br />6" <br />@ 10`° oc EW MID -DEPTH W/ #4 HAIRPINS <br />@ 20" oc. SEE SECT A/S457 FOR DETAILS <br />N/A <br />NO <br />A, B, E & F <br />S7 <br />101° <br />#5 @ 12" oc EW TOP & BOTT <br />PLATE DOWEL <br />YES <br />A, F & G <br />S8 <br />12" <br />#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 />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 <br />*** PROVIDE ARMORED JOINT AT ALL S8 SLAB JOINTS <br />REINFORCING (ESWR), GRADE 80 WILL BE ACCEPTABLE. <br />INCLUDING S8 SLABS AND OTHER SLAB TYPES OR WHERE <br />** PROVIDE ARMORED JOINT AT ALL S1 SLAB JOINTS <br />SLAB TYPE IS NOT INDICATED, UNLESS NOTED OTHERWISE. <br />INCLUDING JOINTS BETWEEN S1 SLABS AND OTHER SLAB <br />NORTH -SOUTH JOINTS SHALL BE PER ARMORED JOINT <br />TYPES OR WHERE SLAB TYPE IS NOT INDICATED, UNLESS <br />DETAIL ON S280. EAST -WEST JOINTS DESIGNATED "AE CJ" <br />NOTED OTHERWISE. <br />SHALL BE PER SECTION C/S508-1. <br />**** PROVIDE ARMORED JOINT AT ALL S12 SLAB JOINTS, AND AT <br />**** PLACE TOP LAYER OF SLAB REINFORCING 3" CLEAR FROM <br />S12 TO S1 SLAB JOINTS. PROVIDE PLATE DOWELS ALONG <br />TOP OF CONCRETE. <br />JOINTS BETWEEN S12 AND OTHER SLAB TYPES. <br />2%' CLR. <br />#8 @ 7" O.C. NEAR SIDE <br />& FAR SIDE W/STD <br />HOOKS EACH END <br />#4 TIES @ 12" O.C. <br />AROUND CAISSON REINF, "' <br />TYP. SEE A/S266 <br />C <br />r <br />1 <br />CJ <br />SCALE:3/4" = l'-O" <br />ADD REINFORCING EQUAL TO INTERRUPTED REINFORCING <br />EACH SIDE OF PENETRATION <br />(2) x4'-0" O.C., T&B <br />/TnD Mll V AT 9" CI AM <br />DESIGN LOADS 1ST FLOOR <br />A. FLOOR AND SLAB ON GRADE ------------------------------- 500 PSF <br />B. HS 20 - STANDARD HIGHWAY LOADING. <br />10" TYP. <br />TJ <br />8K---1 32K 32K -{ >Ll <br />- <br />" o) 14"-0" <br />1 111I:CNa1 <br />60K <br />60K <br />E. AGV LOADS <br />lrjfflllfo_1 <br />64100 <br />200K <br />0 � <br />0 � <br />I <br />200K <br />— <br />57" 5711 <br />PLAN <br />ME <br />PA <br />I I `? <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 />Is. <br />4" TYP. <br />REAR AXLE 1250# <br />c� <br />I <br />co <br />541 /2" <br />FRONT AXLE 8500# <br />PLAN <br />G. AUTOCLAVE TRANSPORTER <br />AXLE LOAD ® 78,168 (TYP 10 PLACES) AXLE LOAD m 91,265 (TYP 8 PLACES) <br />—C <br />® = ® o o ® = o = <br />IIo rI� 0 0 0 0 I® o I0 <br />Ek I� w� CID � r� � � CIDr� cl ck � � � u Cb <br />—� — — <br />CD <br />a-i <br />SCHEME 1 PLAN 59.06" (TYP) <br />15'-4" <br />— <br />I I I I <br />— <br />25'm0" <br />150K, TYP <br />81-911 —(8) WHEELS, 6,200 LBS EACH <br />MEDIUM AGV <br />TOTAL WEIGHT = 49,600 LBS <br />LJ LJ <br />s� <br />i I I I I I I I iCIA <br />t-- <br />8,000 LBS (MAX) TYP <br />BAJ FOOT LOAD <br />TOTAL WEIGHT =192,000 LBS <br />�R <br />R R E F E R F", O.Z-4) Ili L Y <br />td <br />rvn <br />�4t <br />FACILITY DESIGN By HG DATE 1025.19 <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />DKAWN <br />MEM <br />CHECKED <br />DAIL SUBTITLE <br />10/09/14 <br />SCHEDULES <br />SPECIFICATION IS APPROVED <br />AHM <br />10/09/14 <br />APPROVED BY DEPT. <br />ENGINEER <br />DATE DPB <br />TITLE <br />10/09114 <br />00EING 777X CWC BUILDING <br />CHECKED <br />BUILDING 40-058 <br />APPROVED <br />JOB NO. <br />EVERETT, WA DWG N0. <br />COMP NO. <br />STRUCTURAL MASTER <br />