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DO L 127 1 NTO FTG., 16" WIDE C."' PIER
LAP 36 MIN. 2'-0 BELOW GRADE, GROUT SOLID,
(TYP. 2 PLACE$),
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D OWEL 15 INTO FTG., p
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(TYP. 2 PLACES)
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D/WEL 12" INTO FTG., X5
LAP �67 MIN,
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FOOTING SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
3'-0 "x3'-0 "x1'-0"
(3)-#5 EA. WAY
L. 9
AT 10'-0" MAX.
SPACING,
LONG DIR.
SHORT DIR.
EL. 97' -4
4'- 0 "x4'- 0 "x1' -0"
(4)-#5 EA. WAY
T/WALL
5-Crx5'-0"x1'-0r
(5)-#5 EA. WAY
5'-0rx5'-0 "x1'-6"
(5)-#5 EA. WAY
25' -72"
5'- 0"x8'- 0 "x1' -0"
- 5 LONG DIR.
�)5 SHORT DIR.
21' -0„ 17' -2 " 9'_55'.
5'-"x9'-"x l'-Cr
SHORT DIR.
T) - 5 LONG DIR. 5
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17'-0" 61-4"
1 9'_ 8�'
6'-0 rx6'-0 "x1'-2"
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25'-7"
25'-4" 25-4!'
6'- 6"x6'- 6 "x1' -4"
(8)-#5 EA. WAY
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7'-0 "x7'-0 "x1'-5"
(6)-#6 EA. WAY
D.7'
7'- 6 "x7'- 6 "x1' -6"
(7)-#6 EA. WAY
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NOTES:
T/CANOY FTG.
1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER
EL. SCHEDULE & FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN
1-4"
(TYP.) SCHEDULE ARE MET OR EXCEEDED.
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T WALL
L. 9
AT 10'-0" MAX.
SPACING,
EL. 97' -4
ONLY AT AREAS
SHOWN
T/WALL
EL. 100,-0
L
25' -72"
4'-4"
20--11-3-- 17' 7-9"
21' -0„ 17' -2 " 9'_55'.
-71"
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17'-0" 61-4"
1 9'_ 8�'
25'-7"
25'-4" 25-4!'
22' -9"
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D.7'
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FOUNDATION PLAN
NOTES: I
1. S.F. : INDICATES STEP IN FOOTING. SEE
SECTION 9/S-5 FOR TYPICAL FOOTING
STEP DETAIL.
2. S.T.W. : STEP IN TOP OF CONCRETE WALL
3. AT DOOR OPENING HOLD TOP OF WALL
DOWN 8" & EXTEND SLAB THRU. SEE
SECTION 5/S-5.
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