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FOUNDATION NOTES:
I. ALLOWABLE SOIL PRE55URE 2000 PSI.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO q5% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" CONCRETE OVER 4" 6RAVEL FILL
4. STRUGTURAL GONrRETE FOOTINGS TO BE
2500 PSI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BESET
BELOW LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2 " DIA. x 10 1
5TARTIN6 O Co" FROM EACH CORNER ® 6' -0"
O.G. AND AT EACH SIDE OF ALL OPENINGS,
MIN. (2) PER PIECE OF SILL.
MAIN LEVEL FIN. FLR. _
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MASONRY COND.--- ,, d)
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IA5ONRY LEDD6E
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_ 52' -8" L
Basement Plan
SCALE: 1/4" = 1' -0" 1468 50. FT.
w REVERSED TO LEFT
HAND GARAGE
N
LOCATION OF SEWER LINES TO BE
DICTATED BY 5EV4ER LATERAL
LOCATION PER PLOT PLAN; 5EE
AREA 51)PERINTENDENT IF
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APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
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BASEMENT
PC
WOOD COLUMN
ON 36 "x36 "x12"
hOAt FOOTING F
NOTE: BA5EMENT
5TAIR5 ARE 8" X q 1/ "
F NOTE: FRAMED, TRI D
5 1/2" // 1/2" LAM AND READY FOR GA
(rz ) FLR BEAM
all
- TOAWI�
� H
8" DEEP
10' -10" BE = ^:f PKT.
I, i
I I p QLp
tom- OO N PG
XI
L
WOOD COLUMN
ON 36 "x36 "xl2"
FOOTING
i i ii r ii i ii i ►i i ii iii i ii. � ►iii ii i ii ii i ii i ii i
NOT EXCAVATED
PORCH SLAB –/
4" GONG. ON 4" MIL. GRAVEL
TURN DOWN EDGE
8"x32" MIN. DEPTH.
N
4 w
I
I
I
5 1/2" X a 1� f LAM
FLR BEAM
fw)
(V
i
' PG
V �
F
20' -4"
81 -411
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I I X (V
5 1/2" X q 1/2" LAM hOG
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10' -4"
( I
PG
7 el
31/2 "X q1 /2" — J
FLR BEAM
I�)
I I
I I I
I I
STEEL
0 I ! P05T
ml00
1
0
7' -0
FOUNDATION NOTES:
I. ALLOWABLE SOIL PRE55URE 2000 PSI.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO q5% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" CONCRETE OVER 4" 6RAVEL FILL
4. STRUGTURAL GONrRETE FOOTINGS TO BE
2500 PSI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BESET
BELOW LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2 " DIA. x 10 1
5TARTIN6 O Co" FROM EACH CORNER ® 6' -0"
O.G. AND AT EACH SIDE OF ALL OPENINGS,
MIN. (2) PER PIECE OF SILL.
MAIN LEVEL FIN. FLR. _
TOP OF FOUND. WALL
MASONRY COND.--- ,, d)
ROVIDE 4 "XS" ry
IA5ONRY LEDD6E
DETAIL I
O
MASONRY LE06E
WHERE APPLICABLE
MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL \
-
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IL
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I
GARAGE SLAB z I tv
NOT EXCAVATED I _
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i &RAVEL FILL. q O I -
SLOPE 2" TO DRAIN _V Q I � _
w
m Q I (TYP. ALL)
SLOPE 2" I
= d I DETAIL 2
I I I
20' -0" 111-411 21' -4"
_ 52' -8" L
Basement Plan
SCALE: 1/4" = 1' -0" 1468 50. FT.
w REVERSED TO LEFT
HAND GARAGE
N
LOCATION OF SEWER LINES TO BE
DICTATED BY 5EV4ER LATERAL
LOCATION PER PLOT PLAN; 5EE
AREA 51)PERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
.......................
SOS? TO BACK OF THE HOUSE
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20' -0" 111-411 21' -4"
_ 52' -8" L
Basement Plan
SCALE: 1/4" = 1' -0" 1468 50. FT.
w REVERSED TO LEFT
HAND GARAGE
N
LOCATION OF SEWER LINES TO BE
DICTATED BY 5EV4ER LATERAL
LOCATION PER PLOT PLAN; 5EE
AREA 51)PERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
.......................
SOS? TO BACK OF THE HOUSE
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HAND GARAGE
N
LOCATION OF SEWER LINES TO BE
DICTATED BY 5EV4ER LATERAL
LOCATION PER PLOT PLAN; 5EE
AREA 51)PERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
.......................
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