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CAISSON CAP SCHEDULE
<br />SLA-F3 ON GR-ADE SCHEDULE
<br />M-SIM CRITEE-1-RIA:
<br />-A
<br />I N _F0 R
<br />MARK ELEV,
<br />LENGTH VVIDTH THICKNESS BOT-l", REINF. i TOP REIM—.
<br />71
<br />CAP-5 19,4, _01 SEE ? TAiL II5268 SEE DETAIL 1/322-68 SEE. DETAIL
<br />T/CAP
<br />EL. 91'0(1)ON)
<br />(
<br />RSU8LEG'.3 )
<br />(SEE 1/3266 FOR SPACING)
<br />t-A)' 7 0. C.
<br />EACH F, A ICE--\,
<br />1?
<br />t
<br />t
<br />T-0"
<br />_-SECTION
<br />13CALE318" = V-0" 91, 6) 8
<br />MI. A R K TI-110KNESS REINFORCEMENT MNT TYPE Vi-WOR RE fARDER DESIGN LOAD3
<br />A THRU F 12' N5 0) 192"o-, EVIV TOP e, COT ARMORED YES,
<br />ef
<br />82 81, 45 @ 12" op EW MID -DEPTH PLATE DOVYIEL YES A, B& F
<br />-DEPTH PLATE DOWEL A& F S,3 c EljV MID YES
<br />84 6" PM t@y 16- o c EW M I D - D E P - f 1 A N/A YES (15 N111, 8, SLIP SHEET) A & F
<br />S5 M @b 12" oc EW MID -DEPTH P LAT E D 0 W LE 1- YES A & F
<br />0 oc E1110-DEPTIr I lj'Jl MHAIRPINS R P I N S F36 , NIA NO A, B, E&F
<br />Q0oc, SE�CA/35' FOR DETAILS 467 95 (0, 12" oc EiAl TOP BUTT PLATE DOWEL YES A, F 8t G
<br />88 12" I 15 @ '12" cc ElAJ TOP & BOTT ARI`vlORED*_';w YES A, E & F
<br />Sq 12" #15 @ 12" oc EW TOP & BOT PLATE DOWEL YES ATHRIJ F
<br />h5 I -EWTOP BUT"' PL E D, EL YES A T f",U F
<br />Sil 17" Hf, 12" ex 2A] TOP & BOT PLATE WAJEL YES A & F
<br />OY E 3S12 95 fARIORED A, E & F
<br />USE Of-E rz PROVIDE ARIMORED JOINT AT ALL Sol SLAB JOINTS �'QUIVALENT ENGINEERED STRUCTURAL �NELD'D
<br />REINFORCING (ESIAIR), GRADE 80 WILL BE ACCEPTABLE. INCLUDING S8 SLABS AND OTHER SLABTYPES OMA]HERE
<br />PROVIDP AR'i'VIORED JOIN-1 AT ALLSI SLAB JOINTS SLAB TYPE I' NOT INDICATED, UNLESS NOTED OTHERNYISE.
<br />INCLUDING JOhNITS BETIPIEEN Si SLABS AND OTHER SLAB MORT H-SOUTI-I JOINTS SHALL BE PER ARMORED JOINT
<br />TYPES OR IfiHERE SLAB TYPE IS NOT INDICATED, UNLESS DETAIL ON S280, EAST-1PIEST JDINTS DESIGNATED "AE CY
<br />NOTED OTHERWISE. "HALL BE PERSECTION CiS508-1.
<br />T PLACE TOP LAYER OF SLAB RONFOF-ICING 3" CLEAR FROMI
<br />PROVIDE ARNIORED JOINT ATALL 312 SLAB JOINTS, AND A.
<br />312 TO Sl SLAB JOINTS. PROVIDE FLAT E D01PIELF3 ALONG TOP OF CONCMETE'.
<br />JOIN BETWEEN S'12 AND OTHER SLAOTYPES.
<br />9
<br />COLUMN, CAISSON 8A CAP
<br />W-Wv T-0` CAP
<br />15 STIRRUPS (8 VERT. L
<br />FOR COLUMN & 944 T I Er s gv) 6' t 0. C.
<br />BASE PL SEE PLAN 'i LI
<br />'�--ANCHOR ROD
<br />FLR.
<br />_J
<br />5011
<br />0 pl,
<br />1 -1 CONC SPACE Jr'Zj TIES (g) 3" O.C.
<br />CAP 5
<br />WITHHIN 1'OffAP
<br />EL. 971-0" Af
<br />(LI.O.N.)
<br />(10)m I TOP
<br />(HOOK ENDS)
<br />.45 STIR ' R U P E")
<br />(8 VERT. LEG,1,0, 09" O.C.
<br />2f7" CLR
<br />N8 @ 7t' O.C. NEAR SIDE
<br />8A FAR 31DE 1XISTI)
<br />HOOKS EACHE END
<br />i rf4 TIES PjQ? , 12" O.C.
<br />AROUND CA13 )SON "REIN",
<br />TYR SEEMS266
<br />7�
<br />L --I--
<br />_r , _
<br />(2) ROWS OF
<br />(10)41'1 BARS llv/
<br />Lu
<br />113 _2 -- ----
<br />Yll C) HOOKED ENDS
<br />TV-
<br />i lt
<br />V-13" CLR V CU
<br />T
<br />0 SPIRAL
<br />17 4 F,
<br />L REFER TO'1/32655
<br />REFER TO 113265 '1 INF
<br />FOR REINF. FORRE
<br />REFER TO 2/8266
<br />FOR REINF.
<br />4—
<br />T
<br />rAA
<br />N% Lil -4-
<br />
<br />17
<br />4
<br />SI
<br />4
<br />4
<br />A
<br />PCAISSOP "CAISSSON
<br />DIA. 3t-O' 01A.
<br />CAKS'SON AND CAP-5 DETAIL
<br />SCALE:3/8" = V-0"
<br />SYM REVISION BY APPROVED WATIL REVISION
<br />51,118317 KR'Aj' Dpo 01/03/17 A 777X GYX NIEN BUILDING- REECORD 0,113S
<br />CJ
<br />O.G. REINFORCING DETAIL AT PENETRATIONS
<br />SCALE:3/4"=V-0"
<br />ADD REINFORCING EQUAL TO INTERRUPTED REINFORCING
<br />EACH SIDE OF PENETRATION
<br />(2'1 9xT.0" O.C., T&B
<br />/Tr)D nhil V AT P'� Q1 ADD
<br />S.0-G. REINFORC]'ViNG DE-l"AUL AT Pl_-NETRAT10't-,JS
<br />SCALE-3/4" = 1,41 ADD 112 OF INTERRUPTED REINFORCING EACH SIDE OF
<br />PENS T RATION
<br />-7—AI:ZvEo I DATE
<br />DESIGN LOADS 1ST FLOOR
<br />A. FLOOR AND SLAB ON GRADE - - - rOO PSF
<br />13. HS 220 - STANDARD HIGIHIAlAYLOAD111\410.
<br />I r
<br />-4-
<br />32K 32K--.--d
<br />CD
<br />TTT_
<br />IT
<br />I fill-01, 14'-0" TO 30',Y'
<br />PLAN
<br />0. 777X LANDINIG GEAR
<br />84'-4"
<br />200K
<br />c� 1-DI 1--i
<br />40K
<br />D- 9_00K
<br />E
<br />T_ y
<br />- E 1 _lc49___ -4--_
<br />57" 57" -J
<br />PLAN
<br />D. 90 TON JACK
<br />22"
<br />1
<br />60 ±, - - ----- - EF
<br />5�1
<br />60K
<br />PLAN
<br />E. AGV LOADS
<br />�-(8) WHEELS, 7,500 LBS EACH
<br />L 1-11-rl,,VY A(:')V
<br />.'r-,v Lml_
<br />TOTAL W2GHT= 60,000 LBS
<br />ACCEPTABILITY
<br />Pjp
<br />U
<br />fl-IIS DEEMNIAND)OR
<br />TIE(
<br />SPECiFICAf !ON IS API)ROVED
<br />AHIM
<br />AF-P R7V ED BO
<br />IM
<br />DP3
<br />F. HYSTER H30FT FORKI-11""'T
<br />41, Typ.
<br />54 112"
<br />FRONIT AXLE 85004
<br />REAR AXLE 1250#
<br />r
<br />G. AUTO"""LAVE TRANSI-PORTER
<br />AXLE LOAD 78,181h,'(TYP '10 PLACES) AXLE LOAD =91,265AM(TYP 8 PLACES)
<br />cp c i cp cp Erd c :1 cp c c 6 r Z11
<br />rM J D -3 aj
<br />via-1 c �j cp cp c -1 M c __; M cp M r:T3 ED EF1, L: T qp, cp
<br />c j m rin m E5
<br />T
<br />cT T
<br />rp D t, ELI -1 c -1 q c :1 cp
<br />i Ent n cr.3 pp
<br />un cu cm
<br />Lf,
<br />m m m r= m a» CA =_1 t -_j C:J M r---D m m
<br />I I c� I I cb
<br />Im cl� c In 1=1 J-3 ci:j CL dtl ck M, rm M M-3 I =1
<br />qJ ED !aqu 7 -j ED rap ED p c I
<br />_T ED E` T ED r-T,` "1"
<br />p q_,_] cp rzi En c -j cgs D cp ED c:j ETi F_
<br />Mi 0 133
<br />Mi If-J ED c, 17PA
<br />C-1 p 1 ri l?C D c :j
<br />__p
<br />ED
<br />IT If IT
<br />SCHEME I PLAN 59.0611 (jYp)
<br />IN,
<br />25'4-
<br />I-- -------I. -- 150K,TYP
<br />SCHEME 2 PLAN
<br />T7-
<br />ELS, 6,200 1,8` EACH
<br />A
<br />(8)',,hHE
<br />klllr'j)IUil,J AGV
<br />TOTAL tillEIGH" 49,600 LBS
<br />pT
<br />_8,000 LBS (�,'IAX)TYP
<br />BAJ FOOT LOAD
<br />TOTAL MEIGHT - 192,000 LBS
<br />M
<br />14 �v
<br />0 N
<br />FACILITY DESIGINI DATITE-1 1 J
<br />MllWi
<br />ME—-_
<br />I 0(09�11 4
<br />TITLE
<br />I III i 0 14
<br />E"C"HEDULES
<br />BOEING 777X CIJYC BUILDING
<br />I W" 110 09 L 1` 3 1, Ad
<br />0. 1 ' 2 4'
<br />61
<br />MY"
<br />�F TS1l,_s6:_,_,
<br />0',T
<br />OAT'
<br />83,17 lA12548
<br />04,10 -3 17
<br />in f K,,%
<br />2&-ml
<br />u
<br />Fps
<br />JOB NO.
<br />EVERL"f 1, INA
<br />comp Nio.
<br />83TRWTURAL IMI
<br />40-058-G268
<br />
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