HomeMy WebLinkAbout1369.97.3FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSF.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO q5% MAX. DRY DENSITY.
3. STANDARD BASEMENT SLAB
TO BE 4" CONCRETE ON
4" PEA GRAVEL BED.
4. STRUCTURAL CONCRETE FOOTING TO BE 2500
PSI, SLAB5 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET
BELOW LOCAL FROST LINE. 5EE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2" DIA. xIO"
STARTING (p 6" FROM EACH CORNER (@ 6' -0" O.G.
AND AT EACH SIDE OF ALL OPENINGS, MIN. (2)
PER PIECE OF SILL.
-7. GRAWL SPACE
A. PROVIDE MIN. 4" PEA GRAVEL OVER 6 MIL.
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BETWEEN
BOTTOM OF J015T TO GRAVEL.
t\V
-' FIN. FLR.
GONG. BLOCK
PERIMETER
N INSULATION
16 "x8" DEEP
GONG. FOOTING
O W/ (2) #5 BARS
GONT.
c\v
FIN. FLR.
4 "x8" BRIGK LEDGE
GONG. BLOCK
PERIMETER
INSULATION
16 "x8" DEEP
GONG. FOOTING
OW/ (2) #5 BARS
GONT.
N N
-� FIN. FLR. FIN. FLR.
PORGH SLAB
GARAGE SLAB
GONG. BLOGK GONG. BLOCK
N N
I b "x8" DEEP 16"x8" DEEP
GONG. FOOTING GONG. FOOTING
® W/ (2) #5 BARS O W/ (2) #5 BARS
GONT. GONT.
(�V
-7 FIN. FLR.
EXP. JOINT
GARAGE SLAB
4 "x8" BRIGK LEDGE
N GONG. BLOCK
16"x8" DEEP
GONG. FOOTING
O W/ (2) #5 BARS
GONT.
N
-7 FIN. FLR.
O
EXP. JOINT
GARAGE SLAB
GONG. BLOGK
16 x8 DEEP
GONG. FOOTING
W/ (2) #5 BARS
GOVT.
FOUNDATION SEGTIONS
SCALE: 1/4"=I'--O"
2'-0" 14' -I I " W 24' -2 1/2" W 37' -10 1/2"
3' -9 112" 7' -O" 4' -0" 5' -11" 3' -8" 10' -II 1/2" 2' -O" 7' -0" 2' -0"
I) ^ 16 "x8" VENT (TYP)
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RANLSPAGE
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1HOUSE.
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