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I ' I ' ' I I t I •t F2
N 1 j i 1 i 1 11 1 N
I" I I I EXISTING MASONRY
I 11 I FDN. WALL AND CONC.
FOOTING TO REMAIN i I FOOTING FOOTING FOOTING
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6 4 TYP. F2 OF FOOTING
F2 F2
WALL FOOTING SCHEDULE
MARK
SIZE (W x D)
REINFORCING
WFI
2'-0' x 2'-6'
(2)45 CONT.
TOPS BOTTOM
F2
6'-0' x 6'-0' x 1'-3'
(7)-#5 x 5'-6'
REINFORCING INDICATED SHALL BE BOTTOM U.N.O.
COLUMN FOOTING SCHEDULE
MARK
SIZE
REINFORCING
FI
3'-6' x 3'-6' x 3'-0'
(4)-#5 x 3'-0'
F2
6'-0' x 6'-0' x 1'-3'
(7)-#5 x 5'-6'
F3
6'-0' x 8'-0' x 3'-0'
(8)-#6 x 7'-6'
(10)46 x 5'-6'
F4
6'-6' x 6'-6' x 1'-3'
(7)-#5 x 6'-0'
F5
5'-0' x 5'-0' x 3'-0'
(5)-#5 x 4'-6'
F6
6'-6' x 61-6' x 3'-0'
(7)-#6 x 6'-0'
REINFORCING INDICATED SHALL BE EACH WAY, BOTTOM U.N.O.
FOUNDATION PLAN
SCALE: 1/8"=1'-0" N
PLAN NOTES:
1. FINISH FLOOR ELEVATION = 100'-0'.
2. TOP OF EXTERIOR FOOTINGS = 99'-4~ (U.N.O.).
3. TOP OF INTERIOR COLUMN FOOTINGS = 99'-4~ (U.N.O.).
4. SEE ARCH. DRAWINGS FOR SIZE AND LOCATION
OF EXTERIOR DOOR OPENINGS.
5. SHORE AND BRACE EXISTING WALL ABOVE (TO REMAIN).
REMOVE PORTION OF EXIST. MASONRY FOUNDATION AS
REQUIRED TO PLACE NEW SPREAD FOOTING. REPAIR WALL
ABOVE AS REQUIRED. EXIST. WALL BRACING MUST REMAIN
IN PLACE UNTIL EXISTING WALL IS ADEQUATELY *AND
PERMANENTLY ATTACHED TO NEW BUILDING.
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