FOUNDATION PLAN SCALE: 1/4" = 1'-0"
10 S-1.1
NOTES: 1. DIMENSIONS ARE TO FACE OF STUD. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. COORDINATE SLAB BLOCK-OUTS, PENETRATIONS, AND SLOPED SLAB AREA WITH ARCHITECTURAL & MEP DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALL LOCATIONS.
EXTEND BRICK LEDGE TO SUPPORT MASONRY PILASTERS, TYP.
NOTE: STEP FOOTING UP PER GRADE.
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY
5 S-1.1
TOP OF SLAB 878'
3 S-1.1
8 S-1.1
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
6 S-1.1
1/16" PER/FT. SLOPE
9 S-1.1 10 S-1.1
STEP SLAB DOWN 3 RISERS SEE ARCH.
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 W.W.F., ON 6 MIL VAPOR BARRIER, ON 4" CRUSHED STONE BASE.
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY
TOP OF SLAB 867'-10"
3 S-1.1
STAMP
4 S-1.1
11 S-1.1 FILL WITH GRAVEL
PROVIDE 2 - #4 X 8' - 0" LONG AT CENTER OF SLAB DEPTH, AT ALL REENTRANT CORNERS, TYP.
1 S-1.1
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY.
TITLE
PROJECT
8 S-1.1
FLOOR DRAIN SEE MEP DRAWING
A PROPOSED RESIDENCE FOR
7 S-1.1
FOUNDATION PLAN
8 S-1.1
REV. NO.
7 S-1.1
REV. DATE
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
1 S-1.1
FILL WITH GRAVEL
13393 DATE: 3/20/2014 DESIGN BY: CGS JOB NO.:
STEP FOOTING UP PER GRADE.
DRAWN BY:
JAB
SHEET SIZE:
30x42
SHEET NO.:
S1.0
OF:
2
FOUNDATION PLAN SCALE: 1/4" = 1'-0"
10 S-1.1
NOTES: 1. DIMENSIONS ARE TO FACE OF STUD. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. COORDINATE SLAB BLOCK-OUTS, PENETRATIONS, AND SLOPED SLAB AREA WITH ARCHITECTURAL & MEP DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALL LOCATIONS.
EXTEND BRICK LEDGE TO SUPPORT MASONRY PILASTERS, TYP.
NOTE: STEP FOOTING UP PER GRADE.
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY
5 S-1.1
TOP OF SLAB 878'
3 S-1.1
8 S-1.1
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
6 S-1.1
1/16" PER/FT. SLOPE
9 S-1.1
3 S-1.1
8 S-1.1 7 S-1.1
11 S-1.1 FILL WITH GRAVEL
PROJECT
8 S-1.1
FLOOR DRAIN SEE MEP DRAWING
CEILING FRAMING PLAN MAIN LEVEL
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
TOP OF SLAB 867'-10"
TITLE
STEP SLAB DOWN 3 RISERS SEE ARCH.
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 W.W.F., ON 6 MIL VAPOR BARRIER, ON 4" CRUSHED STONE BASE.
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY
A PROPOSED RESIDENCE FOR
10 S-1.1
STAMP
4 S-1.1
PROVIDE 2 - #4 X 8' - 0" LONG AT CENTER OF SLAB DEPTH, AT ALL REENTRANT CORNERS, TYP.
1 S-1.1
REV. NO.
REV. DATE
12" THICKENED SLAB WITH #4 AT 12" O.C. EACH WAY.
7 S-1.1
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
1 S-1.1
13393 DATE: 3/20/2014 DESIGN BY: CGS JOB NO.:
FILL WITH GRAVEL
STEP FOOTING UP PER GRADE.
DRAWN BY:
JAB
SHEET SIZE:
30x42
SHEET NO.:
S1.2
OF:
2