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CAISSON CAP SCHEDULE SLAB DESIGN .. RITE
<br /> SLAB ON GRADE SCHEDULE C R A.
<br /> REINFORCEMENT
<br /> MARK THICKNESS REINFORCEMENT* JOINT TYPE VAPOR RETARDER DESIGN LOADS DESIGN LOADS 1ST FLOOR
<br /> MARK ELEV. A. FLOOR AND SLAB ON GRADE 500 PSF
<br /> LENGTH WIDTH THICKNESS BOTT. REINF. TOP REINF. S1 12° #5 @ "12 oc EW TOP&BOT ARMORED** YES A THRU F
<br /> B. HS 20-STANDARD HIGHWAY LOADING. F. HYSTER H3OFT FORKLIFT
<br /> CAP-5 19'-0'° 7'-0" 5'-6" SEE DETAIL 1/S268 SEE DETAIL 1/S268 SEE DETAIL S2 8" #5 @ 12"OC EW MID-DEPTH PLATE DOWEL YES A,B&F 10" TYP.
<br /> S3 6" #4 @ 16 oc EW MID-DEPTH PLATE DOWEL YES A&F ► 4" TYP. ~
<br /> S4 6" #4 16"oc EW MID-DEPTH N/A YES(15 MIL &SLIP SHEET) A&F — — I Ia
<br /> @ 1 m REAR AXLE 1250#
<br /> jHI— c 11
<br /> S5 6" #4 @ 12"oc EW MID-DEPTH PLATE DOWEL YES A&F — -
<br /> BK -I 32K -I 32K -I 0 1 11
<br /> #6 @ 10 oc EW MID-DEPTH W/#4 HAIRPINS `� Z.,S6 6" N/A NO A,B,E&F
<br /> ril@ 20"oc.SEE SECT A/5457 FOR DETAILS N co
<br /> M ,
<br /> S7 10" #5 @ 12"oc EW TOP&BOTT PLATE DOWEL YES A,F&G 11
<br /> S8 12" #5 12"oc EW TOP&BOTT **** ARMORED*** YES A,E&F 14'-0" 14'-0" TO 30'-0" 54 1/2"
<br /> il -.
<br /> S9 12" #5 @ 12"oc EW TOP&BOT PLATE DOWEL YES A THRU F O
<br /> FRONT AXLE 8500#
<br /> #5 STIRRUPS(8 LEGS)
<br /> T/CAP EL.97'-0"(UON) (10)#11 (SEE 1/S268 FOR SPACING) S 12 @ 2"Oc E 0 B AT 0 L S U PLAN PLAN
<br /> GGEAR
<br /> - a S11 17" #6 @ 12"oc EW TOP&BOT PLATE DOWEL YES A&F G. AUTOCLAVE TRANSPORTER
<br /> C.777X LANDING
<br /> mo
<br /> a
<br /> #8 @ 7"O.C. • '. . d < **** *****
<br /> d = e, : • . S12 12 #5 12"oc EW TOP&BOTT ARMORED YES A,E&F AXLE LOAD = 78,188# (TYP 10 PLACES) AXLE LOAD = 91,265# (TYP 8 PLACES)
<br /> EACH FACE d a f° ,• 200K
<br /> • I I I
<br /> • * *** ../ ■■ a co ;
<br /> - . USE OF EQUIVALENT ENGINEERED STRUCTURAL WELDED PROVIDE ARMORED JOINT AT ALL S8 SLAB JOINTS Co — �� �� _ o
<br /> co L •. • . REINFORCING(ESWR),GRADE 80 WILL BE ACCEPTABLE. INCLUDING S8 SLABS AND OTHER SLAB TYPES OR WHERE ■■ ■■ — —
<br /> I
<br /> '� LAB TYPE IS NOT INDICATED,UNLESS NOTED OTHERWISE M I I I I I
<br /> "' `- � ° d <• d� • d• '° **PROVIDE ARMORED JOINT AT ALL Si1 SLAB JOINTS �I •• ••
<br /> NORTH-SOUTH JOINTS SHALL BE PER ARMORED JOINT I ■■ ■■ r e1 d d . e c i INCLUDING JOINTS BETWEEN Si SLABS AND OTHER SLAB 40K
<br /> d • d� TYPES OR WHERE SLAB TYPE IS NOT INDICATED,UNLESS DETAIL ON S280.EAST WEST JOINTS DESIGNATED"AE CJ" •• E. — — — 1
<br /> • ed * •• `- NOTED OTHERWISE. SHALL BE PER SECTION C/5508-1. o 0 o a o 0I 0 0 0 0 0 0 0 0 0 0 0 0 0
<br /> �— � — - - - - aid —co [� i [� *v *� ' �7 �7 �* \
<br /> d *****PROVIDE ARMORED JOINT AT ALL S12 SLAB JOINTS,AND AT **** PLACE TOP LAYER OF SLAB REINFORCING 3"CLEAR FROM 200K — — -F ---[ 0
<br /> I TOP OF CONCRETE.
<br /> 20#11
<br /> S12 TO Si SLAB JOINTS. PROVIDE PLATE DOWELS ALONG
<br /> ( ) JOINTS BETWEEN S12 AND OTHER SLAB TYPES. I
<br /> I !
<br /> d
<br /> m U -
<br /> . — \ 1 ; __1 N(°
<br /> �7 o
<br /> CJ
<br /> 7'-0", 57" 57" � �
<br /> M
<br /> ? I 1 59.06" (TYP) �
<br /> SCHEME 1 PLAN r
<br /> PLAN
<br /> IPi
<br /> • • • D. 90 TON JACK
<br /> 15'-4"
<br /> SECTION rii- ! _ 22 \
<br /> SCALE:3/8"= 1'-0" S268 S268i)
<br /> 601 4„:,16-4"-1
<br /> K ....
<br /> *0 ---Ela— ---ElE1— +k-
<br /> 4to-rn---,...p_
<br /> COLUMN,CAISSON&CAP I I I I \
<br /> 19-0 x 7-0 CAP C:\ •li
<br /> 60K �% 120° ��I 60K
<br /> I I
<br /> CV
<br /> #5 STIRRUPS(8 VERT. LEG) PLAN
<br /> j
<br /> @ 41/4"O.C• I j 251
<br /> -17
<br /> I N
<br /> mi
<br /> E. AGV LOADS 150K,TYP
<br /> #4 TIES @6"O.C. ?
<br /> FOR COLUMN& / MI
<br /> BASE PL SEE PLAN I SCHEME 2 PLAN
<br /> \ / ANCHOR ROD (10)#11 TOP
<br /> FIN.FLR. Q,
<br /> (HOOK ENDS)
<br /> EL.100'-0" v I #5 STIRRUPS • I► —
<br /> U A 5000 PSI CONC. (8LEG)@ • I '' Ii� —
<br /> M SPACE#4 TIES 3"O.C. VERT. 9 O.C. �� II re
<br /> S268 CAP 5 WITHIN 12"OF TOP OF CAP ,v ,v ,v ,v ,v 'V ,v ,v „I cfl
<br /> T/CAP `
<br /> EL.9T-0" A
<br /> I I I I ,� M ,
<br /> (U.O.N.)
<br /> 2 2"CLR. f I` A —
<br /> TYPICAL
<br /> l' it I I] j
<br /> 1 ° r � .�, /-48LF,vs"°,6Ec.w,,,EsATRD SIDEREINFORCINGo JL I l f °, (8)WHEELS, 7,500 LBS EACH °°12-� [... 8-9
<br /> (8)WHEELS, 6,200 LBS EACH
<br /> � z � � � I� " �� � -' -: / HOOKS EACH END
<br /> o Lu W / S.O.G. EINFORCING DETAIL AT PENETRATIONS
<br /> = o = - #4 TIES 12"O.C. =
<br /> o W I h :. @ HEAVY AGV MEDIUM AGV
<br /> rl TAYP.SEDE AS266 CAISSON REINF, SCALE:3/4" 1' 0" TOTAL
<br /> E.0 w WEIGHT=60,000 LBS TOTAL WEIGHT=49,600 LBS
<br /> t` Ilia * ADD REINFORCING EQUAL TO INTERRUPTED REINFORCING
<br /> _ EACH SIDE OF PENETRATION
<br /> ,. a 11 SPACES @ 0-0 = 110-0 "
<br /> .� v d e _ (2)ROWS OF
<br /> S266 _ m ,..4�-y `' d (10)#11 BARS W/ (2)#6x4'0"O.C.,T&B
<br /> c� d HOOKED ENDS (TOP ONLY AT 6"SLAB) 11 IIII — II II It t' — I tt
<br /> w - -` ' ':a II t II II II t 't II
<br /> Q) to
<br /> CJ CJ
<br /> „ : > --- '� d , ? I I I I I I I I I I I I cal
<br /> a—LR
<br /> 3 6 1 6 CLR , 1 6 CLR 3 6"
<br /> ' LR.
<br /> d q It t' 11 tt II II
<br /> It tt t, TO SPIRAL
<br /> d ;
<br /> _.__�- 8,000 LBS(MAX)TYP
<br /> d REFER TO 1/S265
<br /> REFER TO 1/S265 d BAJ FOOT LOAD
<br /> FOR REINF. ■ ='i/ = FOR REINF. coW WEIGHT=19 00 LBS
<br /> • - L— TOTAL 2,0
<br /> •�.. i' B ': REFER TO 2/S265 7...J
<br /> T° S265 d__ ORR
<br /> •d
<br /> .'a .
<br /> 1■11111111111111A
<br /> F REINF.
<br /> S265 II d _um S265
<br /> MIL a CD
<br /> • ea . • • .. d. :d ea, a III - -
<br /> s e • c0 0
<br /> G • • • \ / .
<br /> I III
<br /> I' •d d I N AV ti ti
<br /> d ... -
<br /> Q,CAISSON CLCAISSON TYPICAL
<br /> 3'0"DIA.
<br /> 3' 0"DIA. REINFORCING FOR E F E E E ONLY
<br /> 6'-0" DIA.
<br /> I j
<br /> CAISSON AND CAP-5 DETAILriTS.O.G. REINFORCING DETAIL AT PENETRATIONS FACILITY DESIGN BY HG DATE 07 , 09 . 19 0' 1' 2'
<br /> 4' 6' 8'
<br /> • ■
<br /> SCALE:3/8"= 1'-0" - S268 SCALE:3/4"= 1'-0" * ADD 1/2 OF INTERRUPTED REINFORCING EACH`SIDE OF j ttttt■ —* 1'-0"
<br /> PENETRATION
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN
<br /> MEM DATE
<br /> 10/09/14 SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY
<br /> W2548317 A 01/03/17
<br /> A 777X CWC NEW BUILDING — RECORD WBS 2548317 KRW DPB 01/03/17
<br /> THIS DESIGN AND/OR CHECKED SCHEDULES
<br /> SPECIFICATION IS APPROVED AHM 10/09/14 SHEET
<br /> ENGINEER TITLE BOEING 777X CWC BUILDING
<br /> r 4A, 4,4t- I Ate I ,- Iv BY DEPT. DATE DPB 10/09/14
<br /> APPROVED S268
<br /> CHECKED
<br /> BUILDING 40-058NO.JOB NO. COMP
<br /> ., APPROVED
<br /> I
<br /> APPROVED DWG NO. ' '
<br /> STRUCTURAL MASTER EVERETT, WA . 40-058-5268 ,
<br />
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