HomeMy WebLinkAboutR-36931842'
3"
Pa Pb
N
E6�
--------------------------
v
WB11.07-1� 0 0 I - o
4 3,�"
17,6"x%.' Slotted Holes-
21,2"x',2' Slotted Holes
1F 05�g�" 1, -0"g' _
WALKWAY BRACKET - WB11.07-1
1-Plate 1,; x 1'-103,4" x 2'-8V-po
1- Plate 1,; x 9" x 2'-8',2"- Pb
Weight = 61.3 Lbs.
ASTM A709, Gr, 50
PC pd
N
it
WB11.07-2 -%
fIII 0 0 - 0 I Q
NI I
43B'
21,2'x',2' Slotted Holes
KICK PLATES
31411 71'Z,
316"
NOTES:
WALKWAY BRACKET'--WB11.07-2
1, 3 t
1- Plate o" x 1'-10 �q' x 2'-2 ,('-pc 1. Estimated weight includes beams
1- Plate ',a' x 9" x 2'-21,'- pd diaphragms. connection angles.
Weight = 51.6 Lbs. ballast pan. curb.
ASTM A709. Gr. 50
2. Shop bolt lugs to beam sets.
Place lugs at locations shown on
sheet RA-38 on beams 1.3.4 and
6. Fabricator is to furnish 192 - %B' dia.
J� H.S. Bolts for filling holes in field
MARK
DIMENSIDN
A'
I DIMENSION
B'
WEIGHT
IIbs.)
NUMBER
REOUIRED
KP11.07-1
4'-11"
-
32.9
12
KP11.07-2
5'-2"
-
34.6
16
KP11.07-3
5'-10516"
101,16"
39.3
2
KP11.07-4
5'-83,4'
81,8,
38.4
2
KP11.07-5
6'-15,16"
107t6"
40.9
2
KP11.07-6
5'-113q"
8%8"
40.1
2
' Slotted Hole
for 1,Z'o Bolt, Typ.
KICK PLATE- KP11.07-3 THRU KP11.07-6
1- C5x6.7 x 'A'
Galvanize after fabrication
ASTM A36
/ / �} .,/ after lifting lugs ore removed.
%� LJI.y� �FG I > J 7-1 �7 0 �i, Z 3. Provide 3 4" x 91 z' fill plate under
lifting lug on beams at joint in
ballast pan. RemDve fill plate for
installation of closure plate.
'A'
4. Lifting lugs and fill plate (FP1) do
not require pointing.
16" x 11q" Slotted Hole
for Ve Bolt
KICK PLATE-KP11.07-1 8 KP11.07-2
1- C5x6.7 x 'A'
Galvanize after fabrication
ASTM A36
GENERAL NOTES:
MATERIAL: STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF THE CURRENT A.S.T.M.
DESIGNATION: A709. GRADE 50, U.N.O.
D-RINGS SHALL BE 3" 1.D.. MADE OF STEEL FOR HEAVY-DUTY USE, PROVIDED WITH WELD -ON
BRACKET. AND HAVE A MIN. SAFE WORKING LOAD OF 1.000 LBS.
FABRICATION NOTES:
SHOP NOTES: FABRICATION AND ARC WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE
WITH CHAPTER 15, PART 3 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING.
OPEN HOLES :'S'e" DIA. U.N.O.
GALVANIZING: ITEMS TO BE GALVANIZED SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH THE CURRENT A.S.T.M. DESIGNATION: A123.
AFTER GALVANIZING ALL ELEMENTS SHALL BE FREE OF FINS. ABRASIONS. ROUGH OR SHARP
EDGES AND OTHER SURFACE DEFECTS.
Plate 1"xB"xO'-7"
(ASTM A709)
e�
%e' Dio. H.S. Bolt. Typ. J
1- l" dia. holes
PLAN
L14' 23u4,
Plate 1"x9V'xO'-11"
(ASTM A709. Gr. 50)
Lift Angle shall not
be less than 601
3,B
�f27,' Did. hole
or 23,4" Did. pin
34' Ballast Pon
NOTE: Lug capacity = 11 Tons
LIFTING LUG DETAIL
No Scale
Est'd. lifting weight of 3 boom set for Span 1 w/ curb = 36 Tons 17l.300 Ibs)
Est'd. lifting weight of 3 beam set for Span 1 w/out curb = 32 Tons (62.600 Ibs)
Est'd, lifting weight of 2 beam set for Span 1 w/ curb = 26 Tons (50.800 Ibs)
Est'd. lifting weight of 3 beam set for Span 2 w/ curb = 23 Tons (44,900 Ibs)
Est'd. lifting weight of 3 beam set for Span 2 w/out curb = 19 Tons (38,000 Ibs)
Est'd. lifting weight of 2 beam set for Span 2 w/ curb = 17 Tons (32,500 Ibs)
1" Dia. Hole
N
1" Did. Hole
v
2145" 2'1, 1
FP1
Weight = 10 lb. Ea.
4 required per 3 beam set.
2 required per 2 boom set.
32 Total
Beam
R-3693184
FEDAID: STPUL-1276(004)
HPP-1276(005)
�) BergerABAM
��
333019thAvenueSouth,Suite300
Federal Way, Washington 98D03-2600
(206) 431.2300 Fax: (206) 431-2250
HANSON
®Copyr',ght Hanson Pi sessional Services Inc. 2011
"
AS SHOWN
vO11"""i0 i91p
Mp1"i°""`-""p 1p"�'^'
DATUM
CITY OF
RENTON
Public Works Department
Approved For Construction
Robert M. Hanson P.E. Dote
STRANDER BOULEVARD EXTENSION
PHASE I, SEGMENT2A
BNSF BRIDGE N0.11.07 L.S. 0051
MISCELLANEOUS STEEL DETAILS (1 OF 2)
12, )5/11
RECORD DRAWINGS 7/31/2014
a HNC
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
ww CDP
`"u
_� r
RA-39
HN.
'°'N
RE ISION
8v
DATE APPR
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w�F
195'r231