HomeMy WebLinkAboutT-26913F11
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROD. ENGR.
REGIONAL ADM.
w
O
Q)
"T4"
HEMA
DETAIL H
K
11" F012 10' u 11"
VIEW J
6" x 11" HAND HOLE SHOWN.
6 "0 HANG HOLE 51 MI LAR
EXCEPT A5 NOTED.
C:1Work1ProjectWis
3:06:18 PM
8/17/2010
dlo
A. DIEDRICH
C. SCHREINER
R. TURPIN
L.HODGSON
D. DYE
6" x 11" BOLTED SPLICE 6" x 11"
HAND HOLE 1 i HAND HOLE
INN 1' -011 1' -6" ,
1 I ,
, 1
I I
, I
1 '
—
,
INNER 5ET OF BOLTS AT -- 1
BOLT EO 5PL1 CE *2 EXCEPT 1 ";� SPL1 CE
AS OTHERWISE NOTED.
BOLT (TYP.)'
1
:z „I I
v
SEE DETAIL
low_ M
r
OMIT SPLICE BOLT AT
FOUR CORNERS FOR
CANTILEVER SPAN
20' -0" 7-0 30' - 0"
9" SQUARE HOLE CENTERED
T HKU 5PL1 CE (TYP.) EXCEPT
20' -0" TO 30' -0" CANTILVER
,► ,► SPAN USE 5" SQUAKE HOLE
w
v
e
N
25 N 1 +" 0' SPLICE BOLT FOR CANTILEVER
TAIL SPAN 20' -0 TO 30' -0 EXCEPT A5 NOTED
SECT ION T HKU BEAM BOLTED
SPLICE *2 SHOWN. BOLTED
5PL1 CE *1 5I MI LAR. W1\_M31, M52, M52A,
M54 -M59A
REINFORCEMENT RING
%2" KEI NF. RING
COVER PLATE
Vs" THICK x %" NEOPRENE
HAND HOLE GASKET (TYP.)
EXCEPT AT BOT. OF BEAM -
COVER SCREWS (TYP.) EQUALLY
SPACED AROUND HAND HOLE. 6
SCREWS FOR 6" x 11" HAND HOLE.
4 SCREWS FOR 6 "0 HANG HOLE.
XBTJV00021dms022681BTJV0002 DE MS 167- AB.don
AS -BUILT
NDC 23 -VMS MOUNTING NOTE
IFC
5/16
�4
SECTION K
�• - -- •�-- .---------
••c - -c-
v I I I
*< 1 I I
I I I I
- - - -- -•- ---------- �• - -�•.
(j
* : w �--
v-
v
TYP.
C 5 x
3/4 "o ROD
'"'.KING HEX NUT
NYLON INSERT
'ASHER (TYP.)
CLI P 5PL1 CE lE AT RAOI U5 (TYP.)
52 SPACES
APPLICABLE TO 51 GN SRIOGE CAMBER ONLY.
' NO CAMBER PLATE REQUIRED FOR CANTILEVER.
3,► I ► ►51,► SPACES 1 3" 5 rr
2 /8 FOR CANTILEVER SPAN
# # 20' -0" TO 30' -0"
SECTION G
IL
9116." x 3/4" SLOTTED HOLE
(VERTICAL) FOR V2":0
MOUNTING BEAM BOLT (TYP.)
rE 3/5x3 %2x0'- 6(TYP.)
-SEX NUT
>E 3/5
AMEN
vJ
ATTACHMENT
� �2 ►r
(T YP.)
o TYPO I _ �--
a I
,
0 516N BRACKET BOLT I
s W/ LOCKNUT (TYP.)
IE 3/5 x 3 x i
REGION STATE
NO. FED.AID PROJ.NO.
10 WAS
JOB NUMBER
7/6/10 MS
311 410$ RB CONTRACT NO. LOCATION NO.
10/15107 RB C -7295
DATE BY
13/16'► X 1►r
SLOTTED HOLE IN
CHANNEL (TYP.)
ATTACHMENT BRACKET DETAIL
IE 3 /5x3x0'- 4(TYP.)
MOUNTING
BEAM W 4 x 13
(ASTM A36)
PAINT ENTIRE ATTACHMENT BRACKET AFTER GALVANIZING TO MATCH
MONOT U5E STRUCTURE EXCEPT FOR MOUNTING 5EAM.
51 GN, LIGHT, BEAM LENGT H5, SIZE AND 5PAC1 NG SHALL 5E DETERMINED
FROM THESE PLANS OK THE STANOAKD PLANS.
FOR 31 ON PANEL ATTACHMENT OET AI L5 5EE STD. PLAN G -9a.
VARIABLE MESSAGE OIGN5 SHALL HAVE MOUNTING BEAMS Cap 3' -0"
MAXIMUM. AL50 SEE SHT. M315 FOR DYNAMIC RATE 51 GN VMS MOUNTING.
SEE 5T O. PLAN G -6a FOR WALK-IN V M5 MOUNTING AND MAINTENANCE
WALKWAY. VMS CA51 NETS SHALL 5E 5OLT ED THROUGH THE FLANGES OF
THE MOUNTING SEAMS, FRICTION CLAMPS SHALL NOT BE USED.
x r av
Vd I 10�, 1p�, j95133 'ib
S T
sS't 01VAL
DATE
P.E. STAMP BOX
OF W A Sq
r
r
1"
owl
(TYP.)
SECTION_ %L1
Washington State
Department of Transportation
405
Corridor Program
-2691
.0
•
DAVID EVANS
ILFINGER BERGER
®D wN®ASSOCIATESrwc.
a o 415 - 118th Avenue SE
Bellevue Washington 98005 -3518
Civil Inc.
Phone: 425.519.6500
TRI -STATE C®NSTRUCT10N,1NC
-2691
.0
•