HomeMy WebLinkAbout1167.95.2:i
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2' -5"
13'
5 112" X 9 1/2" LAM BEAM
14' -2"
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4' CON,. ON
4' MIN. C- -RAVEL
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FOUNDATION MOTES:
I. ALLOWABLE SOIL PRE55URE 2000 P51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO g5%
MAX. DRY DENSITY.
3. 5TANDARD BASEMENT AND GARAGE 5LAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
P51, 5LAB5 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE 5ET BELOW
LOCAL FR05T LINE. 5EE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2 DIA. x 10 " STARTING
® 6" FROM EACH CORNER ® 6'-0" O.G. AND AT
EACH 51DE OF ALL OPENIN65, MIN. (2) PER PIECE
OF SILL.
-7. GRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2' -0 ", BOTTOM
OF .J015T TO GRAVEL.
®MASONRY COND. (-�V
PROVIDE 4 "X8" –
MA50NRY 1-EDD6E 1 MAIN LEVEL FIN. FLR =
_
DETAIL
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5GALE: 1/4"=I'-O" -
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FPAMING NOTES.
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December 5, 1445
14' -2" (
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IISLOPE 2"
. II
22' -8" I I
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AT GARAGE DOOR OPENING I I
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3� -0N -'�wIN6 HALL
q' -4"
14' -4"
22'-8"
8'-4"
N
d'
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FOUNDATION MOTES:
I. ALLOWABLE SOIL PRE55URE 2000 P51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO g5%
MAX. DRY DENSITY.
3. 5TANDARD BASEMENT AND GARAGE 5LAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
P51, 5LAB5 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE 5ET BELOW
LOCAL FR05T LINE. 5EE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2 DIA. x 10 " STARTING
® 6" FROM EACH CORNER ® 6'-0" O.G. AND AT
EACH 51DE OF ALL OPENIN65, MIN. (2) PER PIECE
OF SILL.
-7. GRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2' -0 ", BOTTOM
OF .J015T TO GRAVEL.
®MASONRY COND. (-�V
PROVIDE 4 "X8" –
MA50NRY 1-EDD6E 1 MAIN LEVEL FIN. FLR =
_
DETAIL
awl �
5GALE: 1/4"=I'-O" -
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FPAMING NOTES.
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2
December 5, 1445