7 S-2
SIM 6 S-2
2'-7 1/2"
9 S-2
28'-7"
12'-4" 5'-6"
NOTES
5'-6"
5'-6"
12'-4" 5'-6"
1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. COORDINATE SLAB BLOCK-OUTS, PENETRATIONS AND SLOPED SLAB AREAS WITH ARCHITECTURAL &MEP.
5'-6"
5'-6"
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE 2'
FOOTING SCHEDULE
F2 F3
32" X 32" X 12" 42" X 42" X 12"
3 - #4 3 - #4
4'-8"
24" X 24" X 12"
4 S-2
4 - #4
25'-11"
F3
6'
7 S-2
8'-2 1/2"
F1
LENGTH
2'-2 1/2"
SIZE
4'-8"
MARK
16'-5 1/2"
F3
F3
8"
12'-9"
F3
3 S-2
2'-2 1/2"
2'-2" 4'-4"
3'-9 3/4"
8'
3'-10 1/2"
16'-9 1/4"
1/16" PERFT. SLOPE 3'-7"
REV. NO.
16'-3"
8 S-2
REV. DATE
3'-10"
9 S-2
1'-9 1/2"
1 S-2
TITLE
8'-1 3/4"
5'-2 1/4"
2'-3 1/2"
21'-3"
2'-3 7/8"
J PROJECT
18'-4 1/2"
5 S-2
3'-1 5/8"
1'
////
11 S-2
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE BASE
FOUNDATION PLAN
4'-10 1/4"
3'-3"
ATLANTA, GEORGIA
6'-5 1/4"
10'-6"
////
2 S-2
6'-10 3/4"
49'-2"
5'-2 1/4"
11'-7"
F2
F1
4'
F2
F1
4'-8 3/4"
1/16" PERFT. SLOPE
F2
53'-10"
2'
2'-2 5/8" 6'-9 1/2"
6'
8'-0 1/4"
3'
46'-9"
STAMP
7'-9 1/2"
6'
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 6 MIL VAPOR BARRIER 4" CRUSHED STONE BASE
JOB NO.:
13390
3/20/2014 DESIGN BY: CGS DATE:
S
STEP FOOTING PER SOIL CUT SEE S-3 FOR TYPICAL DETAIL
7 S-2
SIM
JAB
DRAWN BY:
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE ON COMPACTED FILL
3 S-2
RETAINING WALL
1
FOUNDATION PLAN
SHEET SIZE: ANSI D (22" x 34") SHEET NO.:
11'-2 7/8"
17'-7"
23'-4"
SCALE: 1/4" = 1' - 0" 66'-2"
17'-7"
S-1
OF:
2