HomeMy WebLinkAbout03100180.3TOP OF I -JOIST
GONG. BLOCK
2" PERIMETER
-' RIGID STYROFOAM
INSULATION
16 "x8" DEEP
GONG. FOOTING
O
TOP OF I -JOIST
4"x4" BRICK LEDGE
GONG. BLOGK
-' 2" PERIMETER
R161D STYROFOAM
INSULATION
16"x8" DEEP
OGONG. FOOTING
2
TOP OF I-J015T
6ARA&E SLAB
-' GONG. BLOGK
16"x8" DEEP
GONG. FOOTING
O
TOP OF I -JOIST
6ARA6E SLAB
4"x4" BRIGK LEDGE
GONG. BLOCK
l b "x8" DEEP
GONG. FOOTING
'F—CUNDATION SEGTIONS
TOP OF I -JOIST
GARAGE SLAB
GONG. BLOCK
-' 2" PERIMETER
RIGID STYROFOAM
INSULATION
I6 "x8" DEEP
OGONG. FOOTING
5
m'- ICK LEDGE
PORCH SLAB
GONG. BLOCK
16'x8" DEEP
GONG. FOOTING
SGALE: 1/4"=l' -C"
PRELIMINARY
EXTERIOR GRANL NOTES:
I. DRAIN TILE AROUND PERIMETER
RAN I NTD SUMP PIT.
2. WATERPROOF BLOCK WALLS.
INTERIOR Gi`ANL FINISH:
I. SLUSH POUR GRAWL FLOOR - SLOPE TO
SUMP PIT - VISG2UEEN UNDER GONGRETE.
AND AT EACH SIDE OF ALL OPENINGS, MIN. (2)
PER PIEGE OF SILL.
2. 2" STYROFOAM PERIMETER INSULATION
GLUED TO BLOCK WALLS BY FRAMER,
3. HVAC SUPPLY AND RETURN
INTO CRAWL SPAGE
4. NO GRAWL VENTS.
5. INTERNAL DRAIN TILE RAN
DIAC70N.ALLY TO SUMP PIT
FOUNDATION NOTES
I. ALLOWABLE 501L PRESSURE 2000 PSF.
2. FLOOR SLAB AREAS TO BE GOMPAGTED
TO C15% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" CONCRETE ON 4" OF
GRAVEL FILL.
4. STRUCTURAL GONGRETE FOOTING TO BE 2500
PI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTI N65 TO BE SET"
BELOW LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2" DIA. xl8"
STARTING (p 6" FROM EAGH GORNER a 6-0" O.G.
AND AT EAGH SIDE OF ALL OPENIN65, MIN. (2)
PER PIEGE OF SILL.
SOD TOTAL "rARD
DRAWN BY
GMK
CHECKED BY
XXX
DATE
10/06/03
5HEET NO
3