HomeMy WebLinkAboutT-26902411
6" X 6" X 4" NEMA 4X
JUNCTION BOX WITH I
FOR 1 1/2" DIA. THREAC
CONNECTION. SEE PLAI
FOR LOCATION
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
SEE
*AS REQUIRED TO MATCH LUMINAIRE
ATTACHMENT LOCATIONS.
1
14 9;1
INSTALL 1/2" MIN. STAINLESS STEEL
MECHANICAL ANCHOR PER
MANUFACTURES REQUIREMENTS
12 GI
UNUCKUCUM LUMINAIKC.
ATTACH TO THREADED RODS PER
MANUFACTURER'S REQUIREMENTS.
SEE SHEET IL3 FOR LOCATIONS.
'Ile .�
66TH AVE. S. BRIDGE
NOT TO SCALE
STEP 1 -TURN OUTER NUT TO ALIGN
VERTICAL HANGER RODS
STEP 2 -AFTER PROVIDING A TIGHT FIT
BETWEEN FABRIC PAD AND GIRDER WEB,
TURN OUTER NUT ONE FULL TURN
AWAY FROM CONCRETE (TYP. FOR
BOTH ENDS OF HORIZONTAL BRACING)
STEP 3 -TURN INNER NUT 1/3 TURN AGAINST
STEEL BAR AFTER SNUG TIGHTENING
L 3'/2X 3'/2X3/8
( AASHTO M 183)
\— 7/8' BOLT ( AASHTO M 164)
1/2" STEEL BAR 4" X 4" SQUARE
( AASHTO M 183)
'/2' FABRIC PAD 4'X 4' SQUARE,
BOND TO STEEL BAR
WITH APPROVED EPDXY.
DETAIL A
C: XWorkiProjectWiseiBTJV0002 \dms022691BTJV0002 D
2:28:41 PM
8/1912010
dlo
J. GELLINGS
D. FRANKUM
K. OSWELL
L.HODGSON
r r
NOTE:
ALL MATERIALS SHALL BE
GALVANIZED AFTER FABRICATION
PER AASHTO M 111 OR AASHTO M 232
405- AB.dan
AS -BUILT
ISSUED FOR CONSTRUCTION
REVISION
ROD, SIZED TO
tE ATTACHMENT
1/2" MIN.
K 3/8
OSEE ITD 27 FOR CONDUIT SUPPORT DETAILS.
DELETE THE REFERENCE TO THE ATTACHMENT BOLT.
INSTALL 114 OR 5/16 INCH STAINLESS STEEL POWER BOLT,
KWIK BOLT OR APPROVED EQUAL MECHANICAL ANCHORS
WITH A 1 1/2 INCH MAX. PENETRATION DEPTH.
ATTACHMENT LOCATION IN GIRDERS SHALL
BE APPROVED BEFORE INSTALLATION.
1/2" STEEL BAR 4" X 4" SQUARE
( AASHTO M 183) ,
L 3 1/2 X 3 1/2 X 3/8
( AASHTO M 164)
I 1/4_ —..
CV ' C14 '
1/4
N ( N
i
2 I 2..
No
I
Y_ STEEL BAR, FABRIC PAD,
7/8" DIA BOLT & 1" DIA HOLE
SECTION B
REGION STATE
NO.
10 WASI
JOB NUMBER
716110 J MS CONTRACT NO.
6/16/2008 KOO 0,_7295
DATE BY
FED.AID PROJ.NO.
LOCATION NO.
1/411
2" 1 211 TYP.
I
CC 1" DIA HOLE
FOR 7/8" BOLT
SECTION C
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Q of A Sys Fl
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�0 43352
MFG l S T E. R�`O
G\
FSSI4NAL EN
P.E. STAMP BOX
DATE
AdW FA
S 0. ST. E Washington State J 0 IN im
o f W A s1l 5 W Department of Transportation
0 Corridor
Y w
1�
DA
P.E. STAMP BOX
DAVID EVANS
y
iLFiNGER BERC:ER
AmDASSOCIATES me.
„ 415 - 118th Avenue SE
Bellevue Washington 98005 -3518
Civil Inc. Phone: 425.519.6500
TRI -STATE CONSTRUCTION, INC
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