HomeMy WebLinkAboutA1.1 Foundation Plan6" CONCRETE BLOCK
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71' -10" (OUT TO OUT OF 10" BLOCK)
71' -2" (OUT TO OUT OF 6" BLOCK)
1/4" 1' -O"
23' -2"
23' 2"
4" C C. FLOOR SLAB WITH
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FOUNDATION PLAN
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CONCRETE FOOTING
WITH 2 NO. 5 REBARS
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CONCRETE NOTES
1. CONCRETE FOOTING DESIGN BASED ON ASSUMED 2000 PSF SOIL
BEARING CAPACITY.
2. READY -MIX CONCRETE 28 DAY COMPRESSIVE STRENGTH:
A. WALL FOOTINGS, SPREAD FOOTINGS, AU. C( CRETE
BELOW FROST UNE 3000 PSI.
8. EXTERIOR SLABS, SIDEWALKS, ALL CONCRETE EXPOSED
TO FREEZE/THAW CONDITIONS 4000 PSI, 4% 6% AIR.
C. INTERIOR SLABS, 3000 PSI.
3. CONTRACTOR SHALL MODIFY FOOTING DESIGN AS REQUIRED TO
COMPLY WITH SITE CONINTIONS AND LOCAL BUILDING CODES
AFTER CONSULTING 18TH ARCHITECT.
4. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL AND
BELOW FROST UNE.
5. ALL FLOOR SLABS ARE FULL 4" THICK WITH 6 X 6 10/10 YARE
MESH. (OP11ONAL FIBER MESH)
6. ALL EXTERIOR SIDEWALK SLABS SMALL BE NATURAL GRAY CON-
CRETE 4000 PSI, AIR- E WITH BROOM FINISH. PROVIDE
TOOLED JOINTS AT 5-0 O.C. AND EXPANSION JOLTS AT 20-0" O.C.
7. PROVIDE 4' MINIMUM COMPACTED SAND OR PEA GRAVEL FILL UNDER
ALL SLABS AND SIDEWALKS. PROVIDE SAND OR PEA GRAVEL
BACKF1LL AROUND ALL FOUNDATION WALLS.
8. PROVIDE 2" THICK STYROFOAM PERIMETER INSULATION ON INSIDE
FACE OF ALL FOUNDATION WALLS; SEE WALL SECTIONS.
9. COORDINATE ALL SLAB PENETRATIONS WITH MECHANICAL, PLUMBING
AND ELECTRICAL CONTRACTORS.
FOOTING SCHEDULE
ALL TOP OF FOOTINGS -0' -8" UNLESS NOTED OTHERWISE
Fl 4'-0" x 4' -0" x 1' -0" DEEP FOOTING
WITH #5 BARS AT 8" O.C. EACH WAY
F2 4' -0" x 4' -0" x 3' -8" DEEP FOOTING WITH
8-. 5 BARS AND #3� TIES AT 12" IN
O. VERTICAL
F3 5' -6" x 5' -6" x 1' -0" DEEP FOOTING
WITH #5 BARS AT 8" O.C. EACH WAY
F4 5' -6" x 5' -6" x 1' -0" DEEP FOOTING WITH
#5 BARS AT 8" O.C. EACH WAY, 1' -4"
x 1' -4" x 2' -0" PIER WITH 4 #5 BARS VERTICAL
AND #3 TIES AT 10" O.C.
F5 6' -0" x 6' -0" x 1' -0" DEEP FOOTING WITH
#5 BARS AT 8" O.C. EACH WAY, 1' -4"
x 1' -4" x 2' -O" PIER WITH 4 #5 BARS VERTICAL
AND #3 TIES AT 10" O.C.
F6 6' -0" x 6' -0" x 1' -0" DEEP FOOTING
WITH #5 BARS AT 8" O.C. EACH WAY
FY 7' -O" x 7' -0" x 1' -4" DEEP FOOTING
WITH MI5 BARS AT 8" O.C. EACH WAY
cERTFED BY
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(DATE
3/01/04
PROJECT NO.
02074
DRAWS4G SCALE
1 /4.. 1.-0.
DRAWN BY
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CCucwn 8Y
KAS
PLOT SCALE
1/4 0
FILE HAW
02074A1.1
v
FOUNDATION PLAN