13-240-025I
WALL FOOTING SCHEDULE
MARK
SIZE
WxLxD
REINFORCING
REMARKS
CONTINUOUS
TRANSVERSE
BOTTOM
TOP
BOTTOM
TOP
WF -16
16 "xCONT.x12"
(2) #5
—
--
�-
—
F4.5
4'-- 6 "x4'- 6 "x1' -0"
(4) #5
(4) #5
-
-
-
FOOTING SCHEDULE
MARK
SIZE
WxLxD
REINFORCING
REMARKS
BOTTOM
TOP
L.W.
S.W.
L.W.
S.W.
F4.0
4'- 0 "x4'- 0 "x1' -0"
(4) #5
(4) #5
-
-
-
F4.5
4'-- 6 "x4'- 6 "x1' -0"
(4) #5
(4) #5
-
-
-
-
C -1
S "x12"
(4) #5
(4) #5
#3 0 E"
-
MASONRY WALL SCHEDULE
MARK
THICKNESS
Vm
VERTICAL REINFORCING
IN
HORIZONTAL REINFORCING
REMARKS
TIES
SC °1
8 "x8"
GROUTED CELL
(2) #5
-
W -1
a"
1,500
#5 0 32"
No. 9 LADDER TYPE
HOOK VERTICAL REINFORCING
-
TC -1
5 "x12"
(4) #5
0 16" O.C.
INTO CONCRETE TIE BEAM
-
C -1
S "x12"
(4) #5
(4) #5
#3 0 E"
TIE COLUMN SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
DOWELS
VERTICAL
TIES
SC °1
8 "x8"
(2) #5
(2) #5
-
-
SC -2
a "x9"
(2) #5
(2) #5
-
-
TC -1
5 "x12"
(4) #5
(4) #5
#3 0 12"
-
C -1
S "x12"
(4) #5
(4) #5
#3 0 E"
-
C -2
8 990 34"
(4) #5
(4) #5
#3 0 8"
-
C -3
a 99x14"
(4) #5
(4) #5
#3 0 S"
-
C -4
12 "x12"
(4) #6
(4) #6
#3 0 12"
-
C -5
a "xE"
(2) #5
(2) #5
#3 HAIRPINS
0 a"
-
EXIT
(TYI
F4.0 ��' 109-3)/2" F4.0 10, -3Y„ F4.0 '
•••• 0•• • • 00000 •••
••• • • • • • • • •
••• 0•9 • •
NOTES:
ATION TO MATCH EXIST. U.N.Q.
d VAPOR BARRIER OVER WELL
ORCED W/ 4x4 — W2.9 x
BRIC PLACED 1" FROM TOP.
SEE SHEET S1.0.
CRETE CAP REINF. WITH 2 #5
I-HE BARS 6" MINIMUM IN THE
R FILLED CELLS (TYP.).
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