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FOUNDATION PLAN - "I" BUILDING ADDITION
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COLUMN FOOTING SCHEDULE
MARK
FOOTING 51ZE
FOOTING REINF.
PEDESTAL 51ZE
PEDESTAL REINF.
REMARKS
WIDTH
LENGTH
DEPTH
1' -0"
3' -6"
41- / ■
�/
11 -0n
5 #5 S.W. l
4 #5 L.W. BOTTOM
1' -4" X 2' -811
4 VERT.
3 #3 TIES
SEE �f/F22
F6
1 n
5 -0
11
5 -O
1 n
11-5"
5 #6 E.W. BOTTOM
1 u n
(2) I -4 X I -4
4 #5 VERT.
3 #3 TI E5
`-EE 7/F22
F1
5` -3 "
5' -3"
f' -3"
6 #6 EA. SF3TT0
V-4" X 4` -8"
4 #5 VERT. 3 #3 TIES
SEE 8/1--22
FO
51-011
5' -O"
1' -3"
#6 E.N. BOTTOM
I' -4" X I'-4"
4 #3 TIES
3 #3 TIES
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Fq
6' -11"
6' -W
1' -3"
6 #-( E.W. BOTTOM
-
-
-
REMARKS
I. EXISTING FOOTING AND PEDESTAL TO REMAIN.
2. ADD NEW STEEL ANGLES AND PLATES. (SEE DETAIL I/F22)
3. ADD NEW FOUNDATION WALL, DOWEL INTO EXISTING PIER W/ #5 REBAR ® 12" O.G. (TYP)
4. ADD NEW GONG. MASONRY FOUNDATION WALL, CGf20UT TOP TWO COURSES SOLID.
EXISTING CONCRETE FOUNDATION
WALL TO REMAIN
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kNALL FOOTING SCHEVULE
MARK
FOOTING SIZE
FOOTING REINF.
WIDTH
LENGTH
DEPTH
WFI
I' -10"
CONT.
1' -0"
2 - #4 CONT.
WF2
7-0"
C ONT
11-0"
2 - #4 CONT.
WF3
I' -4"
GOVT.
-
t'-O"
2 - #4 GOVT. -
DOWEL INTO EXIST. FOOTING
W/ #5 REBAR 0 24" O.G.
LEGEND
i
# EXISTING COLUMN LINE
# NEW COLUMN LINE;
= — NEW CONGRETE STRUCTURE
- - - - - - - EXISTING CONCRETE STRUCTURE
° NEW CONCRETE SLAB
GENERAL NOTES
I. FIN1544 FLOOR ELEVATION 15 100' -0 ".
2. TOP OF NEW PEDESTAL AND INTERIOR FOOTINGS TO BE
8" BELOW FIN15H FLOOR.
3. TOP OF NEW WALL FOOTING TO BE 21 -811 BELOW FIN15H FLOOR.
4. TOP OF NEW EXTERIOR COLUMN FOOTING TO BE 2' -8" BELOW
FINISH FLOOR.
5, ALL DIMEN51ONS OF EXISTING CONDITIONS SHALL BE FIELD
VERIFIED. THE ARGHI:TEGT SHALL BE NOTIFIED OF ANY
D 15GREPENGI E5
'KEY PLAN
NOT TO 5C,,ALE:
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No.
STATE OF
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FOUNDATION
"I" BLDG. ADD.
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DRAWNG REVIEW ISSUE
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BULDNG AGENCY SUBMITTAL
APRIL 15, 11197
CONSTRUCTION BD /ISSUE
APRIL 15, ILIcil
REVISIONS
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PLOT SCALE
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FOUNDATION
"I" BLDG. ADD.
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