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FOUNDATION MOTES
I. ALLOWABLE 5O1L PRESSURE 2000 PSF.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO 15% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" CONCRETE ON 4" OF
GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTING TO BE 2500
PI, SLABS 5500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET
BELOW LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 112" DIA. x18"
STARTING @ 6" FROM EACH CORNER @ 6-0" O.G.
AND AT EACH SIDE OF ALL OPENINGS, MIN. (2)
PER PIECE OF SILL.
TOP OE I -J0I ST SOP OF I -JOIST
GONG. BLOCK 4 "x4" BRICK LED6E
as = GONG. BLOCK
' PERIMETER '
INSULATION .._ PERIMETER
INSULATION
16 "x8" DEEP 16 "x8" DEEP
GONG. FOOTING GONG, FOOTING
O O
4 "x8" BRICK LEDGE
TOE OF I- 1QIST — TOP OF I -JOIST
PORCH SLAB
OL GONG. BLOCK
d
-' = GARAGE SLAB
)i GONG. BLOCK
16 "x8" DEEP 16 "x8" DEEP
GONG. FOOTING GONG. FOOTING
O
TOP OF I -JO 15T
GARAGE SLAB GARAGE SLAB
4 "x4" BRIGK LEDGE _
GONG. BLOCK
GONG. BLOCK
16 "x8" DEEP 16"x85" DEEP
LONG. FOOTING GONG. FOOTING
S _
4"x8" BRICK LEDGE
(2) #5 BARS CONT. (2) #5 BARS GONT.
HORIZONTAL ® HORIZONTAL 0
p B5M'T. WALLS p B5M'T. WALLS
WATER
WATER WATER
PROOF I N6 PROOFING
PERIMETER PERIMETER
DRAIN 4" GONG. SLAB DRAIN
16 "x8" DEEP
OGONG. FOOTING
FOUNDATIO
SCALE: 114"=I'-O"
4" GONG. SLAB
16"x8" DEEP
® GONG. FOOTING
N SEGTIONS
EL
VC
TR
,AG
ELEVATION (1)
SCALE: 1/4"=l'-0"
6YP. BOARD
3/4" VENEER PLYWOOD
PANEL MOLDING
4 114" GROWN MOLDING
ON BLOGKIN6
2 1/2" CASING
Ix6
TILE FADE
r-irE�,, r- Iuc.e Molding
SCALE: 1 1/2" = 1' -0"
d
N
...� ..ter
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i
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1
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DRAWN BY
DMH
GHEGKED BY
RLH
DATE
OI -08 -qq
SHEET NO.
5