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I I 11 11 2 �
FOUNDATION —
I I m FOR BRICK
I PLANTER
I TOP OF BLOCK
GARAGE SLAB I I I EVEN WITH BOTTo
I NOT EXCAVATED I OF BRICK LEDGE
I1 I
I i I START STEPS FLUSH
2 I 1 WITH FRONT OF PLANT ER5
O I SLOPE 2" I I
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I AT GARAGE DOOR OPENING I I
22'R/, 41_411 121-411
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55' -211
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FOUNDATION NOTES:
I. ALLOWABLE 501L PRESSURE 2000 P51.
2. FLOOR 5LA13 AREAS TO BE COMPACTED TO X15%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON b MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOT I NC75 TO BE 2500
P51,51-A135 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
b. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
0 b" FROM EACH CORNER 0 b' -O" O.G. AND AT
EAGH 510E OF ALL OPENINGS, MIN. (2) PER PIECE
OF 51 LL.
-7. GRAY41- SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER b MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM
OF J015T TO GRAVEL.
MA50NF
WHERE i
O
(TYP. ALL)
DETA I L (D
N. FLR.
. WALL
@MA5ONRY GOND. E N
PROVIDE 4 "X4"
MA50NRY LEDDGE MAIN LEVEL FlN. FL R.
TOP OF FOUND. WALL
DETAIL
o STEM' DOWN WALL TO C�RADE
N
SOD BULL YARD
SCALE: 1/4 " =1' -0"
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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IN THIS AREA
32N X 24"
'•
•
11
ACCESS
FC
1
14" TRIM J015T
24" O.G. MAX
TILE N TILE TAM
__.. T PANEL I I 7
'
1/,1_111
19' -10 3/4' d , �!V
14' TRIM JOIST
24" O.G. MAX
14' -11 1/2"
a'
ry
I �
I "
I
I
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I
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1 3228 -2
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CANr
gar
4'--Om Ft 1 -4
IPORCH SLAB
— — — in NOT EXCAVA — —
I -
i I 41 �- X1.411 I 41_A11
-0
GRA NL SPACE: ( I Z
T-7�7-7 77
I I 11 11 2 �
FOUNDATION —
I I m FOR BRICK
I PLANTER
I TOP OF BLOCK
GARAGE SLAB I I I EVEN WITH BOTTo
I NOT EXCAVATED I OF BRICK LEDGE
I1 I
I i I START STEPS FLUSH
2 I 1 WITH FRONT OF PLANT ER5
O I SLOPE 2" I I
I I1
N
I HOLD BLOCK DOWN
I AT GARAGE DOOR OPENING I I
22'R/, 41_411 121-411
1 _V
I1 I
I I I I
I I1
I 11
II
I 1
I N
I
55' -211
m
dam'
FOUNDATION NOTES:
I. ALLOWABLE 501L PRESSURE 2000 P51.
2. FLOOR 5LA13 AREAS TO BE COMPACTED TO X15%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON b MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOT I NC75 TO BE 2500
P51,51-A135 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
b. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
0 b" FROM EACH CORNER 0 b' -O" O.G. AND AT
EAGH 510E OF ALL OPENINGS, MIN. (2) PER PIECE
OF 51 LL.
-7. GRAY41- SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER b MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM
OF J015T TO GRAVEL.
MA50NF
WHERE i
O
(TYP. ALL)
DETA I L (D
N. FLR.
. WALL
@MA5ONRY GOND. E N
PROVIDE 4 "X4"
MA50NRY LEDDGE MAIN LEVEL FlN. FL R.
TOP OF FOUND. WALL
DETAIL
o STEM' DOWN WALL TO C�RADE
N
SOD BULL YARD
SCALE: 1/4 " =1' -0"
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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