HomeMy WebLinkAboutR-3693179Vj
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A
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4 5x5x3B'. Typ. +7-
-7+
Main 3 W40x277,
Typ. (Span 1)
MC16x42.7
W40x199,
Typ. (Span 2)
n Diaphragm. Typ.
0
3,4" x 7" Brg,
o
e
Stiffener, Typ.
Typ, a
0
e
0
�
516 0
e
W33x118. Typ.---__
e e
a
6 3x3x3,8"
_
"'
11
Sole Plate-SP11.07-1 ISpan ti
Span
Sole Plate - SP11.07-2 2)
'
- Mill to
112" Clip,
bear. Typ.
Typ.
Cope as Required, Typ.
Bear ing Plate-BP11.07-1 or -2 =
-
Typ. I �i
ii
ii ii
Anchor Bolt-AB11.07
Typ, I
Bearing Pod-LP11.07
Typ
1`-10"a
2'-7" 2'-7"
2'-7"
2'-7" 1'-101'a"
TYPICAL END DIAPHRAGMS AND BEARINGS FOR MAIN 3
(Looking RY North)
• H.S. Shop bolt
o H.S. Field bolt
Main 3 Intermediate diaphragm
W33x118. Typ.
o '
Flo- B
o
d 3x3x3B° n io
O N O N Ie
N II y1 11 �o
o
io
Cope as Required. Typ,
W40x277. Typ. (Span 11 2- Angle 5'x5"x3,e". F
W40x199. Typ. (Span 2) Typ B
I
i I
V-10"a" 2'-7" 2'-7" 2'-7" 2'-7" V-1
TYPICAL INTERMEDIATE DIAPHRAGMS FOR MAIN 3
(Looking RY North(
Typ.
F Tie
7" Tie
Ballast Varies
91,2" to 121.2"
- Waterproofing
3�4' Bo I I ost
c, Pon Plate O
c
n
N
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c a
N N
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I
M,1 0
4 5x5x%e7, Typ,
W33x118. Typ.
Top of Bridge Seat
L
m
in
m
{3
Brg. Stiffener,
Typ.
VIEW A -A
Top Flanges not shown for clarity.
o4t o k z
5j477mi �tal D l3
`- W33x11B Intermediate
Diaphragm
SECTION B-B
R-3693179
FEDAID: STPUL-1276(004)
HPP-1276(005)
CALL 48 HOURS
�% BergerABAM
�/
333019thAvenue South, Suite 300
Federal Way, Washington 98003-2600A1'1
206 431-2300 Fax: 206 431-2250
( ) ( )
<0! HANSON
®Copyrgnt Hanson Professional Services Inc.I2011
SAS SHOWN
b d�i,,.
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DATUM
CITY OF
RENTON
Public Works Department
Appr<--ed For Construction
Robert M. Hanson P.E. Dote
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE NO, 11.07 L.S.0051
FRAMING DETAILS (MAIN 3)
12/Oa/11
RECORD DRAWINGS 7/31 /2014
HNC
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BEFORE YOU DIG
1-800-424-5555
WP
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RA-34
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REVISION
BY
DATE�PPR
MAF
�190 p231