HomeMy WebLinkAbout1467.98.2r I 1 n 11
OUNDATION NOTES:
ALLOWABLE SOIL PRESSURE 2000 PSI.
FLOOR SLAB AREAS TO BE COMPACTED TO 95%
MAX. DRY DENSITY.
STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
STRUCTURAL CONCRETE FOOTING5 TO BE 2500
PSI, SLABS 3500 PSI.
BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
at 6" FROM EACH CORNER at 6' -0" O.G. AND AT
EAGH SIDE OF ALL OPENIN65, MIN. (2) PER PIECE
OF SILL.
N
MAIN LEVEL FIN. FLR. _
TOP OF FOUND. WALL
At MASONRY GOND. g"
PROVIDE 4 "X8" cV
MASONRY LEDGE
DETAIL rl
MASONRY LEDGE
WHERE1 A r91 .—
MAIN LEVEI
TOP OF FOU
24"
(TYP. ALL)
DETAIL 2
LOCATION OF 5EVIER LINES TO BE
DICTATED BY SEWER LATERAL
LOCATION PER PLOT PLAN; 5EE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
Q' BASEMENT WALL
J---- --� I —� 1-- 1 .gent flan
SCALE: 1/4" = I' —O" 1463 50. FT.
m
Q
LU
v
LU
(U_.1
i�
l�
V
(u
1)
12/2/g8 MVN
LU
lu
lu
v
n�
1L
O
LU
Q
<
Q
z
s
x
N
m
LU
v
LU
(U_.1
i�
l�
V
(u
1)
12/2/g8 MVN
LU
lu
lu
v
n�
1L
O