13-240-024WALL FOOTING SCHEDULE
MARK
SIZE
WxLxD
REINFORCING
REMARKS
CONTINUOUS
TRANSVERSE
BOTTOM
TOP
BOTTOM
TOP
WF -16
16 "xCONT.x12"
(2) #5
—
—
—
—
I
I
I
I
I
I
i I
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
a "x12"
(4) #5
(4) #5
#3 0 a"
—
MASONRY WALL SCHEDULE
MARK
THICKNESS
f'm
VERTICAL REINFORCING
HORIZONTAL REINFORCING
REMARKS
TIES
SC -1
a "xa"
IN GROUTED CELL
(2) #5
—
-
SC -2
1,500
#5 0 32"
No. 9 LADDER TYPE
HOOK VERTICAL REINFORCING
—
TC -1
a "x12"
(4) #5
0 16" O.C.
INTO CONCRETE TIE BEAM
—
C -1
a "x12"
(4) #5
(4) #5
#3 0 a"
TIE COLUMN SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
DOWELS
VERTICAL
TIES
SC -1
a "xa"
(2) #5
(2) #5
—
-
SC -2
89SX9"
(2) #5
(2) #5
—
—
TC -1
a "x12"
(4) #5
(4) #5
#3 a 12"
—
C -1
a "x12"
(4) #5
(4) #5
#3 0 a"
—
C -2
8 "x 131"
(4) #5
(4) #5
#3 0 a"
—
C -3
a "x14"
(4) #5
(4) #5
#3 0 a"
—
G -4
12 "x12"
(4) #6
(4) #6
#3 0 12"
—
C -5
a"xa"
(2) .#5
(2) #5
#3 HAIRPINS
—
N
IL
0
o
—
EXI!
(TYI
F4 0 �'t L 10' -3yz„ F4.0 I 10' -3)299 F4.0 L
NOTES:
4TION TO MATCH EXIST. U.N.O.
J 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
fHE BARS 6" MINIMUM IN THE
2 FILLED CELLS (TYP.).
U.N.O.
EXIST. FOOTING
(TYP.) (F.V.)
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Job No. 12 -018
Date 02 /18 /13
I Scale SHOWN
FOUNDATION
& FLOOR
PLAN
Sheet No.
S2.0
k :
U
cm
E
U)
u
m
ti
U
C
cm
0
0
0
2
wFw
r
■d
Job No. 12 -018
Date 02 /18 /13
I Scale SHOWN
FOUNDATION
& FLOOR
PLAN
Sheet No.
S2.0
k :
U
cm
E
U)
u
m
ti
U
C
cm
0
0
0
2