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EL. 102'-T'
<br />F/VVALL
<br />-L, 1001-01,
<br />TfGRATPTG
<br />TISLAB
<br />Ei. 93-4'
<br />NCONCI
<br />BETINFIN BEAMIS
<br />EL. 87'-S"
<br />- b Eu I K-)N
<br />-&—'ALE-3118"
<br />PLAN
<br />4 ,4 3PIRALS,@0 M' O.C. FULL LENOTH OR
<br />44 SPIRAI S Og o,C, FOR TOP "L/' 2"AMID
<br />T-4 CIRCULAR TIES Cq� 12"O.C. BALANCE -
<br />NOTE:
<br />SEE A/S266 FOR
<br />C IR"CULIA
<br />(8)97
<br />W,
<br />S EC T K) ik I C
<br />S-5 S0 10-3
<br />6-,3T
<br />--I—
<br />tlZ�A E ON S ( � 3 1 - I ,
<br />SCAl"t---:3/8"
<br />SEE PLAN
<br />555 1 0--1 1 S5 10-13
<br />S510-2
<br />syllil
<br />REVISION
<br />BY
<br />APPROVED
<br />0 PIT SYM
<br />10/20/15
<br />REVISION
<br />BY
<br />PPROVF
<br />mmv
<br />i DATE
<br />15SUF r OR CONSTRUCTION
<br />KRW
<br />o P 3
<br />RELID-\SE 30 (TLT 60-% -SOG)
<br />KRW
<br />D P DI
<br />11/03/15
<br />2T
<br />REVISION RELEASItE .3-9 (T2T 1M SOG)
<br />-39
<br />K R IN
<br />A H 1�,,l
<br />12/01/15
<br />3
<br />t�EVVS16N RFI--FA,<,-'Fr- (-P'G-T REV)
<br />KRW
<br />Al4vl
<br />03/22/16
<br />PLAN
<br />E D DE D
<br />1CIAI - FIED
<br />T -A
<br />SCALE3/8" = V-0"
<br />Ci
<br />G51 0-11 S510-3
<br />qpf:: Pi 1AM
<br />3 " Y
<br />SCALE:1 1i2l' =V-01'
<br />I -11IM1011
<br />WALL BELOW
<br />S510-4 I S510-3
<br />Arl,CEPTABILITY
<br />THI� DESIGN AND/GR E(
<br />AHM
<br />SPECIFICATION IS APPROVED 1��l
<br />ENGI
<br />APPROVED BY [ -D E P T-T—DA F-E-11 S M I
<br />P101 '-- FOR LIFTING BOLI, GEE
<br />DETAIL M510-3 (TYP x 4 PER PLATE)
<br />1 1 od" "'RAIL
<br />T--
<br />#10 x 14'-0" LONG WITH STANDARD HOOIK (ol WEST END (Z-y -110" G.C.
<br />UINIMER DRAIN, FOLLO\N DRAIN SLOPE.
<br />A
<br />EXISTING FOUNDATION ADJACENT TO WIEST STRINGER TRIG & DRILL
<br />FOUNDATION, SEE 003310-39.
<br />3 24" DIAMPI'ER CAISSOi,] PILE. TOP OF CAISSONELEVATION = 88'-8". TOP
<br />OF CAISSON VERTICAL BAR, ELEVATION = ('331" EVIBEDMENT INTO
<br />FIRST FOUR), SEE DETAIL C/S510-3 FOP, ADDITIONAL IINFORMATIQN.
<br />4
<br />0 @110" O,G. E-ACH FACE. HOOK BOTIT)NI OF WALL VERTICAL EARS.
<br />80TTONI OF HOOK ELEVXMIll r 90'-0" (T-10'ENIBEDNIENT IN-foFIRST
<br />POUR). FOR MALL CORNER, DETAILS SEE TYPICAL DETAIL OI�IS280.
<br />-f SL 0 Pf' A I LA I PERCEN E FROM EDGE OF BEE M F NOE DOV0,11 I'D TRENCH
<br />fir, HAIRPINS O.0EACH WAY El",11FIEDDED Z-0;; INTO FIRST POUR.
<br />L- 1
<br />4 5 (J BARS CQ 10' O.C,
<br />F-8
<br />r
<br />'I PERCENT SLOPE FROM EDGE OF S' EANII FLANGE UP TO WALL,
<br />1-Filif"K.EXPANSION JOIN TMAIT ERIAL.
<br />F—,,(o)-",-,
<br />STANDARD HOOK (g) BOTH ENDS @ 10" CI . EACHVIIA"( @9
<br />PERIMETER OF OPENING3. EXT END BARS Nlllil. T-O'BEYONDOPaIING,
<br />IEM SURFACE
<br />. . . ......
<br />14 9 (�� 10 ' 0. C. EACH FA C E. 1-10 0 K B 0 TT 0 NI OF VVA L L V E RT I (--,'A L EARS.
<br />UVIPLI] UDE
<br />BOTTOM OF HOOK ELEVAT IONIS AT BOTTOM I'VIA"ll'OF FIRST POUR. FOR
<br />WALL CORNER DETAILS SEE TYPICAL DETAIL ON 32M
<br />f ,3510-1 S510-3
<br />IOLE FOR X,"P) LIFTING EYEF30LT
<br />COUNTER- SUNK SET SCREW
<br />F- -A
<br />X
<br />DER31DE OF
<br />X,"O NUT Y,ED LED TO UNL E r
<br />PLATE
<br />SCALE:3` ---- 1'-0"
<br />9 0 0 5 VY 16 t h S t r e t S u i t ie 3' 0 7
<br />Rentan, Washinaton 980,57
<br />�j
<br />TITLF
<br />03 22/11-
<br />03/?2/161
<br />03/2,Y1 6 TIT
<br />F
<br />STRUCTUR'AL MASTR)
<br />TOOLING DETAILS
<br />A V,
<br />A
<br />i 4— 4,1
<br />V
<br />a U damg
<br />FA, WTY DESPIGN DATEE-111 .2420
<br />S510-3 1 G51 0-3
<br />David P. Saluvvajder
<br />INA PE 28184
<br />BOFING 777X "'WC BUILDING
<br />-s j -1 j . I() (Iro
<br />r% I LANI N ,(L, 1 '13 04,41116 .1 a -
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<br />0 6 11
<br />0 2
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<br />0 1 2 4 6 8'
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<br />3 1-1 SET
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<br />JOB NO, NO.
<br />"3 " EVERE-n-, WAl"' 'J' 4.0-058-S51 0--7/
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