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FOOTINO
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101-101, =3 I/ I F
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PORCH SLAB
4" GONG. ON
4" MIN. GRAVEL 2'-01
4'-511
181-6 1.
131-101,
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WING h ALL
131-611
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1110
201-511
GARAGE SLAB
NOT EXCAVATED
SLOPE 2"
I i i 20'-0 1/2"
27-5-1
HOLD BLOCK DOWN
AT GARAGE POOP, OPENING
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FOUNDATION NOTES:
I.
ALLOWABLE 501L PRESSURE 2000 P51.
2.
FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. OR' DENSITY.
5.
STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4.
STRUCTURAL CONCRETE FOOT INC75 TO BE 2500
P51, SLABS 3500 P51.
5.
BOTTOM OF ALL FOOTINGS TO BE SET BEIDVq
LOCAL FROST LIME. SEE DETAILS.
(q.
PROVIDE ANCHOR BOLTS 1/2"PW x IC' 3TARFINO
@ 6" FROM EACH CORNER @ 6-0" O.G. ANO AT
EACH 51PE OF ALL OPENINGS, MIN. (2) PER PIEr-F=-
OF SILL.
-7.
GRAS IL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 I-IIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAViL TO BE MIN. 2' -O ", BOTTOM
OF JOIST TO GRAVEL.
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@MASONRY COND.
PROVIDE 4"X5"
MASONRY LEDOGE MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
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DETAIL (D
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SGALE: 1/4"=l'-O"
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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