HomeMy WebLinkAbout08050061.102 "x 48" RIGID
PERIM. INS UL 8" CONC.
17 BLK
I SCALE: 112" = V-011
10' 'r EATED DLAtTE GARAGE FLOOR
I R
IV' CONC.—���
8" CONC.
LINE BLK.
BLK.
LINE BLK
POUREn-----
POURED-------
CONC.
CONC.
POU
GRADE
GRADE
BEAM
BEAM
GRADE
POURED----
TYPICAL
FOOTING SECTION l
TYPICAL
I SCALE: 112" = V-011
10' 'r EATED DLAtTE GARAGE FLOOR
I R
FIN. FLOOR
t
Tx 48" RIGID
PERIM. INSUL.
-77 7
6' CONC.
BLK.
19,
BLK.
CONC.
GRADE
BEAM,
21-011
SIDEWALK
4" CONC.
PLUG
104
TYPICAL FOOTING SECTION 2
SCALE: 117' =1' -0"
6" CONC.
BLK. –
IV' CONC.—���
LINE BLK.
10" CONC.
BLK.
LINE BLK
POUREn-----
CONC.
IN
POU
GRADE
CONIC.
BEAM
GRADE
POURED----
BEAM
V-8"
TYPICAL
FOOTING SECTION 4
GRADE
SCALE: 1/2" =1' -0"
FIN. FLOOR
t
Tx 48" RIGID
PERIM. INSUL.
-77 7
6' CONC.
BLK.
19,
BLK.
CONC.
GRADE
BEAM,
21-011
SIDEWALK
4" CONC.
PLUG
104
TYPICAL FOOTING SECTION 2
SCALE: 117' =1' -0"
6" CONC.
BLK. –
4" CONC.
PLUG
�104 I
TYPICAL FOOTING SECTION 5
SCALE: 1/2" =1' -0"
I I A � - c ki I -Loi E i d I! iwo 4
CONC. STEPS
GARAGE FLOOR
BRICK VENEER INTERIOR LANDING
2" x 6" STUD WALL
2" x 48" RIGID
4" CONC. ERIM. INSUL.
PLUG FP
IN
w
10" CONC.
LINE BLK.
*:
POURED
CONC.
GRADE
BEAM
2'-0'
Wpj.*" A
FOOTING SECTION 3
SCALE: 1/2 If
8" CONC.
IV' CONC.—���
LINE BLK.
BLK.
POUREn-----
CONC.
C
GRADE
BEAM
POURED----
CONC.
GRADE
BEAM
2'-0"
4" CONC.
PLUG
�104 I
TYPICAL FOOTING SECTION 5
SCALE: 1/2" =1' -0"
I I A � - c ki I -Loi E i d I! iwo 4
CONC. STEPS
GARAGE FLOOR
BRICK VENEER INTERIOR LANDING
2" x 6" STUD WALL
2" x 48" RIGID
4" CONC. ERIM. INSUL.
PLUG FP
IN
w
10" CONC.
LINE BLK.
*:
POURED
CONC.
GRADE
BEAM
2'-0'
Wpj.*" A
FOOTING SECTION 3
SCALE: 1/2 If
8" CONC.
LINE BLK.
POUREn-----
CONC.
GRADE
BEAM
8" CONC.
"I: BLK.
—11N
Lo
TYPICAL FOOTING SECTION 6
SCALE: 1/2" =1' -0"
4!'POURED CONC. FOUNDATION NOTES:
SLAB 2 x 8 TREATED
wl 20d GAL. NAILS 1. ALLOWABLE SOIL PRESSURE 2,000 PSF..
2. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX
DRY DENSITY
3. STRUCTURAL CONC. FOOTINGS 4,MD PSI.
4_ CONC. SLABS, 3,000 PSI FOR FLOOR SLABS, 4,000 PSI
1"x EXPANSION JOINT FOR EXTERIOR SASS. "% AIR ENTRAINMENT
5. PROVIDE 10 DIA. X 8- ANCHOR BOLTS @ 4'-D' O.C_ AND WITHIN
HOUSE GARAGE 12' OF EACH CORNER AND AT. EACH SIDE OF EACH OPENING
(SILL PLATES TO BE. 16-0- LONG AS A MIN. WHERE POSSIBLE.)
SECTION 7 S. VERIFY FOOTING DEPTH TO ASSURE FOOTING IS RESTING
TYPICAL -FOOTING SECTION 8 ON STABLE SOILS
SCALE:. 112 0
SCALE -1/2",= T-0"
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