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RE MICIVABB 1 - E STEEL COVER PLATE:
<br />7 34* PL FOR SPAINS UP TO 23`.
<br />(Y—_
<br />�S 5 1'0-4 1 G5 10 d 1"PIL FOP, SPANS 24" [c 4Z':
<br />0,
<br />I'W'PL FOR SPANS 43" to 601" SEE PLAIN FOR SLAB IINFO
<br />SEE 11S,510.3
<br />4
<br />it T/ SLAB
<br />RENIOVABLE TEEL COVER, PLATE:
<br />14" PL FOR SPANS UP TO 23"; PLAN FOR SLAB INFO
<br />'I" PL FOR S PANS 24" to 4Z';
<br />i 14" PI FOR SPANS 4360"
<br />SEEVS510-3 T/ SLAB J_
<br />-------
<br />1001-011
<br />'VVIDTH V ARIES
<br />,SEE PLAN
<br />2" CLR
<br />IU j
<br />I ,
<br />_�Zlq5 BARS Ca), 12" O,C(2 IMIN)
<br />45 VERT BARS @6 '1? O C (TYP)
<br />-Z---
<br />JNIS FRUT P-3200 !A11TH HOT DIPPED VJATERSTOP (TYP)
<br />PREGALVANIZED FINISH, SPACING SHALL
<br />BIE 5-0"o�c. UNO MOVE VERT REBARS TO
<br />HEAR U HISTRUTS .AJITH 2" MIN (TYP)
<br />,44 2" C,
<br />#4 12" oc CENTERED
<br />E
<br />2'-6"
<br />�j -
<br />DE -TAIL —APPLIES TO`7T�R�_NCHES'LESS THAN 3'_
<br />6" DEEP.
<br />BE-'- PLAN FOR TRENCH DEPTHS.
<br />FI—) v )E: I Al; TYR 11S311 \L-U, V 1711— 1\
<br />_
<br />tit ;AL. E:: 314" V-(Y'' 610-4
<br />O-Z
<br />HGS 3.0000.188 PIPE SLEEVE
<br />21F 0 OU ICK RELEASE P
<br />'Al/ LANYARD ONE PER
<br />3/16
<br />PL X` X 1', X I i2" LG
<br />REMOVABLE HANDRY-ML
<br />1 E�CALE:,i v-ot,
<br />HANDRAIL
<br />KICK PL
<br />T/FLOOR
<br />(GRATING/PLATE)
<br />3'-0`TO FIXTURE CENTERI NE
<br />TOLERANCE = +1- 4'OVER
<br />TOTAL LENGTH OF SLOT
<br />3, 31,
<br />4 4
<br />DIA. SFEMI-C'IRGULAR VEEP HOLE ,
<br />Cg) 6 " O.C. i11EACH PLATE
<br />(STAGGER 3")
<br />T/F0N
<br />VT
<br />300
<br />LI
<br />W-SHAPE OR CHANNEL
<br />SEE PLAN
<br />53 5 -1'0-5 SCALE-.: 1-1/2" T-0"
<br />1'D51 0 `
<br />CONTINUOUS PL 41Y� T.YP, "RAT ING', SK-E PLAN
<br />SEAL !MELD
<br />D NS & FS& ALL
<br />EDGE, @ WE F P F'l OIL E S
<br />STEEL BEAN11
<br />SEE PLAN
<br />NOTE:
<br />1. TAPER VN 1 DTH TO 2 Y2` CLE,'\R AT T-O" LONG SECTION AT BOUT 11 E 1\1 D OF S LO-1
<br />DETAIL
<br />SCALE: ./2 1'-.0"
<br />REVISION sym
<br />0 ISSUE FOR CONSTRUCTION
<br />KIFASE 43 (PET R-'.V'
<br />E, -310-3 1 Sfi0 0-4
<br />BY APPIROVED DATE sym
<br />KRW AHM
<br />11 KRkN AFM 17/16
<br />DLETAIL
<br />SGALE:3" V-0"
<br />El 100'-U'
<br />1A11DTH VARME-S
<br />SEE PLAN
<br />44 HORZ BARS Cc) 12"oc E.F.
<br />2" CLR E.
<br />4115 VERT BARS 12'o, E.F.
<br />FORV11ATERPRODFING,
<br />SEE ARCH D�AIGS (TYP)
<br />—UNISTRUIT P-3200 WITH HOT DIPPED
<br />Ly I . .
<br />PREGALVANIZED FINISH. SPACING 31-IALL
<br />BE 5-0" o.c. UNO, MOVE VERT REFDARS TO
<br />5
<br />'UT x UNISTR ;�AIUHZMINI(TYP)
<br />DOWELS TO MA f CH VERT I CLEAR
<br />REINF
<br />1AIATERSTOP (TYPI
<br />R 0 U GH E r SURFACE'ro /7'ANIPIuD E
<br />T WATE P, T'l`F) (1,10 NOT ROUGHEN A -RS1'O
<br />"
<br />2 CLR
<br />L
<br />=Y
<br />U.C. ENV. T&B
<br />-
<br />nX SEE PLAN 10" 1, T
<br />DETAIL APPLIES 10 1 RE NCHES DEEPER THAN 3'_61% BUT MAY
<br />ALSO BEE USED IN THE
<br />CONT RACTOf S OPTION, SEE PLAN FOR TRENCH DEPTHS
<br />'E E: P
<br />b
<br />(R L,
<br />S(,'AI-E: 3114"= 1'_0„
<br />510-118 51 4
<br />P I- Z� x 10 X., 10
<br />HSS, SEE PLAN
<br />-10 1 !:3510-4
<br />SECTION
<br />SCAI E: 1-1/9" 1°-0"
<br />3/8`0 VENT HOLES THROUGH TOP
<br />FL.AJJCE g 12' O.0
<br />r�, T/CONC,
<br />PLAW
<br />F=
<br />REiNFORCING STEEL
<br />PER SECTIONS
<br />4" 0 HOLE THROUGI
<br />I WED FOR
<br />WIDE FLANGE EMBEDDED
<br />REINFORCING
<br />ST EEL AS RiEQ(JIRFED,
<br />S1 EEL BEAM PER PLAN
<br />(2) 11270 x WHSA
<br />(g) 0. C.
<br />DETAIL
<br />SCALE: 1-1/2" = 1' 0.,
<br />X,",-TxT' PL 3/,,-" SEAL WELD ALL AROUND,
<br />GRflNDk,`JELD FLUSH ON TOP
<br />316
<br />'YFx2"x2`(( ) EACH
<br />CORNER OF REMOVABLE COVER
<br />MAT FOUNDATION,
<br />SEE PLAN
<br />S 510-1 f S51 0-4
<br />1 __1
<br />S510-2
<br />Z
<br />3/,)' DIA, ADHESIVE ANCHOR CUNT STEEL BAR,
<br />'Y" DIA. HOLE,CENTERED) HEIGHTTO INV T (" 1, r W1 T'Ei'viGEDNIFNT T/,STEEL
<br />COVER PI ATE
<br />SEE Pl �i°-F-
<br />THICKNESS
<br />HSS, SEE PLAN
<br />SECTION
<br />D FE T Al L DETAIL
<br />F,51 j-1'1�35-10-4 SCALE:3" 1'-0" S51, -6 1`510-4 SCALE:3` V-0"
<br />S-5-"
<br />REVISION BY APPROVED D77
<br />� � f
<br />ATE
<br />ACCEPTABILITY
<br />KRW
<br />DESIGN AND/OR
<br />CHEC
<br />THIS r
<br />SPECIFICATION S APPROVED AHM
<br />ENGIJ
<br />A 1 'P R 0- _NE_J__0 M-r
<br />BY 6 F T �'T DAfES
<br />V 2 V41"
<br />HANDRAIL, SEE ARCH
<br />"
<br />ANCHORS "
<br />T YIP KICVPI X4
<br />FLOOR,
<br />SEE PLAN
<br />j
<br />......... .....
<br />GROUT
<br />"od a�� -
<br />77��-
<br />, MN
<br />S8 PL
<br />-1 till ANG LE, INHERE
<br />SHrANN ON PLAN
<br />S FE. L B EAN1,
<br />SEE PLAN
<br />A
<br />r-11 m E) re,
<br />C d L AT S I ED 1\ Dt-
<br />v-D--i Cz
<br />_s 5- —0, ITs", -F, 10 10-4
<br />SCALE-: 3/4" V-0" S5105
<br />5S 5 10 -8 'T15
<br />111 116" iDG STEEL
<br />RA INIG, INICHICHOLS
<br />TYPE 'GVY'OR EQUAL
<br />L2X2X 1/4 HDG W1 V`22`0
<br />HDG AD[ 31VE
<br />ANCHOR Nl 4 1/2"
<br />EMBED1\1ENT@ IS"
<br />OC. (2 MIN)
<br />r
<br />SUMP PIT COVER
<br />SCALE: 1-1j2" V-0"
<br />3/161 2-12
<br />3116212
<br />STEEL TRENC 1-1 COVER
<br />GAP f PLATE PEP, PI AINI
<br />STEEL EMBED ANGLE
<br />U 1-3x3x,1/4 COINTINUOS �
<br />PROVIDE 3/16- 0 HOLES 9, 4'4- O.C.
<br />FOR AT TACHMENTTO FORMS,
<br />CONTRACTOR VERIFY
<br />1/2" 0 x 5" LONG HEADFD STUDS
<br />@ 18" OC. STUDWELD TO
<br />STEEL ANGLE
<br />L,3x3x1/4 1,iV1 11,11' x1 Y2" BAR MID
<br />3/8" x 4" HcAQ 18;'O,C,
<br />HDGAFTERFABRIC"ATION
<br />S 510- 1 f S, 510-4
<br />551 o
<br />pq
<br />r
<br />Ly
<br />IMB �$'
<br />F A Col LI T Y
<br />D E 81 G. N
<br />B Y
<br />G"
<br />1) i 1 24
<br />_11
<br />0, ID 6 if 9"
<br />(7
<br />s 5
<br />s 51 -4
<br />�Ii �R: F
<br />'597 V-o
<br />0 611 1 2
<br />q"4
<br />�
<br />41
<br />Kr
<br />1 0
<br />-A 10
<br />0, 0 2'
<br />Ij
<br />1 all
<br />. . . . . . . . . .
<br />fv
<br />Zu I
<br />1 2 1 0
<br />0, 6 2' 3'
<br />900 !3W
<br />I 6th, StEreelt 15-mite 30
<br />�NA L
<br />R-enton,
<br />wCashinq?"Cori 98051
<br />David P. Balowa:der
<br />a:der
<br />J/4" 1 0
<br />'7�
<br />LO
<br />WA PE 26-184
<br />SUOTIT[f
<br />REVISION SYMBOL
<br />DATE
<br />TOO! ING DETAII,
<br />L 3
<br />V.,12548,31 7 1
<br />1 1
<br />05/17 f"I F3
<br />CD
<br />C-4
<br />05
<br />E
<br />_Eti-
<br />L )bZI
<br />05
<br />1TI-LE
<br />E '(01 G -777X CWC BUILDING
<br />�1 DI
<br />JOB No.
<br />COMP NO.cri
<br />J 0
<br />MAhTI
<br />SER
<br />EV'TT,W
<br />E RE
<br />um ma.STRUCTURAL 04
<br />1
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