1. 1 2 3 4
63'-0"
1'-6" 20'-0" 20'-0" 20'-0"
21'-8" 19'-8" 21'-8" ABBREVIATIONS
3'-10" 8'-0" 3'-4" 3'-4" 3'-2" 19'-8" 1'-10" 3'-4" 16'-6"
SYMBOL DESCRIPTION
B.B.P BOTTOM OF BASEPLATE
1'-10" FD FLOOR DRAIN
T.O.W 216'-4" T.O.S. 216'-4" T.O.C TOP OF CONCRETE
3'-4"
T.O.W 217'-0"
T.O.F TOP OF FOOTING ELEVATION
10'-0"
T.O.F 213'-0"
SMALL COMMERICAL BUILDING
T.O.C. 217'-0"
FOOTING
T.O.S TOP OF SHELF ELEVATION
STEP
4'-10"
8 5 3 1 T.O.W TOP OF WALL ELEVATION
S-16 S-16 A-1 A-1
W.W.F WELDED WIRE FABRIC
1'-6"
A
CONCRETE FOUNDATION PLAN
WESTBOROUGH, MA 01581
T.O.W. 216'-4"
B. -1
B. -1"
21 B.P
21 B.P
"
"
21
21
-1
-1
B.
B.
A
7'
7'
B.
B.
A A A
P
P
7'
7'
"
STEP FOOTING
FOOTING SCHEDULE
4" THICK CONCRETE SLAB REINFORCED
SIZE DESCRIPTION
20'-0"
WITH W.W.F 6" X 6" - W16XW16 ON 6"
COMPRESSED GRAVEL BASE. TROWEL TO
A HARD DENSE FINISH AND PROVIDE
ONE COAT OF FLOOR SEALER
A 4' X 4' 2'-2" FOOTING WITH #4 REBAR 6" O.C IN BOTH DIRECTIONS
B 5' X 5' X 2'-6" FOOTING WITH #4 REBAR 6" O.C IN BOTH DIRECTIONS
T.O.W 217'-0"
B.
B .P
B. 7'-
-1 P
21 .P B "
B.
.
B. 1"
21 B.B
6'
"
21
-6
P
-6
6'
"
7'
T.O.S. 216'-4"
21
T.O.C. 217'-0"
T.O.F 213'-0"
B 2
A-7
4
S-15
1/4"
INSOLATION T.O.F. 216'-5" T.O.F. 216'-5"
A JOINTS AT PIERS B B A
73'-0"
(TYP.) 1/4" 1/4"
F.D
1/4"
63'-0"
20'-0"
T.O.W 217'-0"
T.O.F 213'-0"
1/4"
21'-6" 7'-4"
CHESTER INSTITUTE
6'-0"
6 1/4" 1/4"
B. S-16 P
21 B.P B.
B.
-1 P
B. "
.
B. '-1"
21 B.B
WESTBOROUGH, MA. 01581
6' -6
"
21
6'
P
PORTER AND
-6 F.D
1/4"
7
"
7'
21
129 FLANDERS ROAD
NOTES:
(508) 366-0296
C 3
S-15
7
S-16
1. SOIL BEARING CAPACITY: 4000 P.S.I
2. ALL CONCRETE TO OBTAIN COMPRESSIVE STRENGTH OR 3000 P.S.I IN 28 DAYS.
3. ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60
18" X 21" X 41" PIER
A WITH #5 REBAR 6" O.C. B B A
4. ANCHOR BOLTS SHALL BE SET TO EXACT LOCATION AND PROJECTION USING TEMPLATES AS SHOWN IN
IN BOTH DIRECTIONS
DRAWING. EMBEDED TO A MINIMUM OF 12"
TOP OF PIER ELEVATION
216'-5"
5. UPON COMPLETION OF FOUNDATION WORK, GREASE ANCHOR BOLTS AND APPLY NUTS.
CONTROL JOINTS EVERY
10'-0" (1" DEEP SAWCUT) 6. TOP OF ALL WALLS AND PIERS TO BE TROWLED FINISHED, SMOOTH, LEVEL AND SQUARE.
TYP.
7. ALL FOOTINGS BEAR ON UNDISTURDED SOIL UNLESS OTHERWISE NOTED BY THE PROJECT MANAGER.
20'-81"
20'-0"
8
8. ALL INTERIOR FINISHES TO BE TROWLED TO A DENSE, HARD FINISH
9. ALL EXPOSED INTERIOR SLABS SHALL BE SEALED WITH ONE COAT OF KUR-N-SEAL FLOOR SEALER.
10. FIELD VERIFY ALL FOUNDATION CONSTRUCTION PRIOR TO COMMENCING WORK.
T.O.W. 217'-0"
11. REFER TO DRAWINGS SP-4 AND SP-5 FOR DETAILS.
MVT
T.O.S. 216'-4" 12. ALL REINFORCING MESH TO BE 6" X 6" W14 X W14 W.W.F
T.O.F. 213'-0" 1/16/2012
A A A A 13. ALL DOOR CUTOUT TO BE AT ELEVATION 217'.00
1 4 2 1/4" = 1'-0"
S-15 A-7 S-15 14. ALL DISCREPANCIES MUST BE CONVEYED TO PROJECT MANAGER FOR FINAL DESICION.
15. MUST FOLLOW ALL STATE AND LOCAL BUILDING CODES
D
1'-6"
214-2012
P 21
B. 1
B.
21 B.P
B.
"
"
7'
T.O.F. 213'-0" B. 7'- T.O.W. 216'-4" T.O.S. 216'-4"
-1
B.
B.
-
21
B.
1"
P
7'
P
21
7'
-1
23'-2" 16'-8"
"
CONCRETE FOUNDATION PLAN NORTH
SCALE 1/4"=1'-0"