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CAISSON CAP SCHEDULE <br />REDNFORCEMENT <br />MARK <br />LENGTH <br />WIDTH <br />THICKNESS <br />BOTT. REINF. <br />TOP RE@NF. <br />ELEV, <br />CAP-5 <br />19'-0" <br />T-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 />n" (- <br />' EL. 10000'0" <br />EL. 97'-0" <br />(U.0.1N.) <br />r <br />:5�a <br />< ` uLu s <br />jLu <br />v <br />0 <br />7'-0" <br />SECTION rk'� <br />SCALE:3/8" = 1'-0" S268 S268 <br />'19'-0" x 7`-0" CAP <br />1;' 0 <br />45 STIRRUPS (8 VERT. LEG) <br />Ou 41/4" O.C. <br />FOR COLUMN & <br />BASE PL SEE PLAN <br />CN <br />5000 PSI <br />S268 / — CAP 5 <br />COLUMN, CAISSON & CAP <br />#4 TIES @ 6" O.C. <br />ANCHOR ROD <br />SPACE 44 TIES @ 3" O.C. <br />W1THIN 12" OF TOP OF CAP <br />(10)#11 TOP <br />(HOOK ENDS) <br />45 STIRRUPS <br />(8 VERT. LEG) �(.7 9" O.C. <br />SLAB ON GRADE SCHEDULE <br />MARK <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 />S2 <br />8" <br />#5 @ 12" oc EW MID -DEPTH <br />PLATE DOWEL <br />YES <br />A, B & F <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 />#6 @ 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 />10" <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 />oc P <br />P <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 />REINFORCING (ESWR), GRADE 80 WILL BE ACCEPTABLE. <br />** PROVIDE ARMORED JOINT AT ALL S1 SLAB JOINTS <br />INCLUDING JOINTS BETWEEN S1 SLABS AND OTHER SLAB <br />TYPES OR WHERE SLAB TYPE IS NOT INDICATED, UNLESS <br />NOTED OTHERWISE. <br />***** PROVIDE ARMORED JOINT AT ALL S12 SLAB JOINTS, AND AT <br />S12 TO S1 SLAB JOINTS, PROVIDE PLATE DOWELS ALONG <br />JOINTS BETWEEN S12 AND OTHER SLAB TYPES. <br />2/2' CLR, <br />8 .@ 7" O.C. INEAI? SIDE <br />& FAR SIDE VViSTD <br />HOOKS EACH END <br />#a. TIES @ '12" 0.0, �? <br />AROUND CAISSON REINF, "' <br />TYP. SEE A/S266 <br />(2) ROI6/S OF <br />(10)#11 BARS WI <br />HOOKED ENDS <br />4" CLR, <br />TO SPIRAL <br />REFER TO 'I/S265 <br />REFER TO 115265 FOR REINF. <br />FOR REINF. <br />_ —REFER TO 21S265 <br />.` S265 =0R REINF. <br />° <br />e , <br />ILCAISSON I 'CAI <br />3 0" DIA, 3' 0" DIA. <br />„, "DID,. <br />C -O <br />— 1 `-O„ <br />SYM I REVISION BY APPROVED DATE SYM <br />A 777X CWC NEW BUILDING — RECORD WEIS 25483171 KRW DPB 01/03/17 <br />*** PROVIDE ARMORED JOINT AT ALL S8 SLAB JOINTS <br />INCLUDING S8 SLABS AND OTHER SLAB TYPES OR WHERE <br />SLAB TYPE IS NOT INDICATED, UNLESS NOTED OTHERWISE, <br />NORTH -SOUTH JOINTS SHALL BE PER ARMORED JOINT <br />DETAIL ON S280. EAST -WEST JOINTS DESIGNATED "AE CJ" <br />SHALL BE PER SECTION C/S508-1. <br />**** PLACE TOP LAYER OF SLAB REINFORCING 3" CLEAR FROM <br />TOP OF CONCRETE. <br />CJ <br />S.O.G. REINFORCING DETAILT PENETRATIONS <br />SCALE:3/4" = V-0" <br />ADD REINFORCING EQUAL TO INTERRUPTED REINFORCING <br />EACH SIDE OF PENETRATION <br />(2) #6x4'-0" O.C., T&B <br />lTno nnii v AT W ci AM <br />t <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 />8K 32K-1 32K---{ <br />LJ <br />R O 14°-0'° 14'-0" TO 30'-0" <br />PLAN <br />C. 777X LANDING GEAR <br />mil <br />200K <br />cq <br />0 0 <br />co I <br />40K <br />0 <br />M <br />200K <br />�— <br />5711 <br />—__—� <br />PLAN <br />D. 90 TON JACK <br />22" <br />60K�� <br />Lo <br />60K il20° 60K <br />PLAN <br />E. AGV LOADS <br />I � � <br />12+_0 (8) WHEELS, 7,500 LBS EACH <br />HEAVY AGV <br />TOTAL WEIGHT = 60,000 LBS <br />F. HYSTER H30FT FORKLIFT <br />4" TYP. <br />N <br />00 <br />cv2 <br />.. 541 /2" <br />FRONT AXLE 85009 <br />PLAN <br />REAR AXLE 1250# <br />G. AUTOCLAVE TRANSPORTER <br />AXLE LOAD = 78,188# (TYP 10 PLACES) AXLE LOAD = 91,265# (TYP 8 PLACES) <br />I I m <br />a <br />r- <br />— — — <br />Eff� <br />o aI�® o = = o 0 0 0 ® �a o 0 0 0 ® o <br />CID <br />— — c�a <br />0 <br />Q0 <br />cs> <br />——j o <br />(TYP) <br />SCHEME 1 PLAN 59.( ) <br />90 (8) WHEELS, 6,200 LBS EACH <br />MEDIUM AGV <br />TOTAL WEIGHT = 49,600 LBS <br />11 SPACES a@ 10'-0" = 110'-0" <br />LJ <br />I I I I N <br />4000 LBS (MAX) TYP <br />App[ <br />BAJ FOOT LOAD <br />TOTAL WEIGHT = 192,000 LBS <br />0"" <br />N REFERENCE <br />ONLY <br />FACILITY DESIGN By HG DATE 06,05,19-1 <br />WE SUBTITLE <br />10 09 14 <br />10 09 14 <br />10/09/14 TITLE <br />STRUCTURAL MASTER <br />SCHEDULES <br />BOEING 777X CWC BUILDING <br />BUILDING 40-058 <br />15'-4" <br />h4l=? <br />25'-0" <br />150K, TYP <br />I.VEC I'�Clvl IS CV IJI )I JIIVI�VL <br />W2548317 A <br />Uh <br />SHEET <br />S 2 06"" 8 <br />EVERETT, WA <br />JOB N0. <br />cc <br />DWG N0, 40-058—S268 <br />01/03/17 <br />