HomeMy WebLinkAboutTED4001397.352' 0"
BAR K.
h
BAR P
DESIGN DATA
n-10
fc -
1200 psi
fs -
20,000 psi
W -
125 pc f
W'--
30 ft.lb./psf
2' �" s�ar� barge wall
*Grout
`
Troy � �" ` ----- - 6101,
'K GROU 1 SHALL BE EPDXY RESIN TYPE I
I
0
r�
` H, - CCU H I bs
N-Dte: All material Vx1" hollow square steel tubing
- P2 - 1/2 30 H2 lbs. except top rail 1"x2" hollow rectangular steel
tubing 1/8'' thick or approved equa'.
. r._.
60 H I b/ psf 30H I b/psf
Face of wall
set top of wall back
Variable 4' to 8'
1/4'' for every 10' of H
1 1/2"Min.-41/2"Max.-----J
__
10%
Il -
.I
)U Grave I backf i l l y o o j
OPfor walls
A
3/4'' Panel
Recess
--�. .4 BAR apprcx.
2' 0" Ctrs. --
in front and
equally spaced �-
Bars 0 No. 4 @
bars in back.
approx. 2' 0" Ctrs.
cal
1 112"CI.
G U
G�
OI1
1/2"CI.
I Bar K
a
Final round
line -
2" x 4" Shear Key
- 3"Fillet
_ _
U
G
-----------__ ----�-
+ -- - ----- 3 " Drains —�
i � ; - U
,
' N N
3 -Bar P
o
No. 4 Bar- I " B
- Provide long bar each side
of expansion joint
Bar K
Face of
wall ---
3/4" Chamfer,,
a -,
a i ri
a ( 0 3/4"
----Bar N
Construction joint in footing `-- No. 4 Bar
must be on a anel point, �--3" Drains about 8' cntrs. and 6" above
p p final ground line at front face of wall
120' cntrs. max. center of 4' panels.
TYPE NO. 2
H
B
CONC
UvDS
per
L I N.F T
STEEL
LBS
per
L IN.F T
MAX
SOIL
PRESS
k/sq.ft
BAR K
BAR
O
BAR P
H
3�APAC
h
LGTH
SPAC
h
LGTH
\L�
h
LOTH
LGTH
��ti
PAC
h
LGTH
4' S"
2 8 7
12.9 0
1.12
4
18"
4' 8"
6' 8"
3' 10"
4
18"
4' 1"
4' 8"
5'
6'
4' 11 "
.337
15.51
1.41
4
14"
5' 8"
7' 8"
4' 10"1
4
14"
4' 7"
5' 2"
1 6'
112'' Premolded Jt. Filler in expansion jts. at
24' ctrs. Fasten to one side with 4d galy. nails
at 6" ctrs., staggered \& ith a min. edge di stance
of 1 112 (Jts. shall occur at panel edges only.)
9 1/4"
N O T E S
Use standard 1800 hook for P bars.
All concrete shall be Class B
Weep hole spacing max. 8' c -c, elevations and spacings
as directed by the Engineer.
All interior panel widths shall be 4'-0". Preferably
wall lengths shall be multiples of 4 ft. so that
end panel widths will also equal 4 ft., however, in
no case shall end panels be less than 2 ft. wide or
greater than 6 ft. wide.
See Standard Specifications for further requirements.
Li
Construction joint
f
SECTION A -A
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SECTI ON ELEVATION
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