HomeMy WebLinkAbout1138.95.3O
m
e
O
O
Z_
m ,
s
� -�rrrr
camp
X3:
I �m
BBB)
52' -8"
21' -4" 11' -0"
V ' V
w
Lu
rAriiiiiiimiiiArArA
r
r r i r i i i i i i r i r r i i r i r. • i i it
— O i
PG BASEMENT P'
WOOD COLUMN
ON 36 "x36 "A2" NOTE: BASEMENT _
FOOTING 5TAIR5 ARE 8" X q 1/4"
WALL PHONE I
IF --i 4' O.F.F.
m�
1
r
TO 5NI✓EH —
RAILING
Iq' -10"
F
I
PG L
WOOD COLUMN _
ON 36 "x36 "x12"
FOOTING
JI �
PORCH SLAB -�
4" GONG. ON 4" MIL. 6RAVEL
TURN DOWN EDGE
8 "x32" MIN. DEPTH.
(V
8' -6 1/2"
HOSE — — —
BIBB
42 X 24 MEGH/ I
CRAWL ACCESS 2 EJEG SUMP
PIT I I
it
v
SOLID BEARING
® BEAM
w
10' -10"
151/2" X q 1/2" LAM
FLR BEAM/
WROMIEn)
iN
•
Iffi7
ii�rirriii
PG
o
N
20' -011
52' -8"
m '
m
2
I I
LuQ
_
d) ED I I
51/2" X q 1/2" LAM I
��he
FLR BEAM I I
(DROPPEV)
NOTE: I I
ROUGH -IN SFiWR.,
TOILET 4 5!4K
q' -6 1/2'
PG O ( I
3 1/2" X "1 1/2" I
LAM FLR BEAM
0\ STEEL
��
I
1' -10 1/2"
W a-
(3
0
1I' -q 1/2"
FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 P51.
%J
I
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
v�
LOCAL FROST LINE. SEE DETAILS.
`fl 6. PROVIDE ANCHOR BOLTS 1/2 "D I A. x 10" 5TARTI N6
e 6" FROM EACH CORNER o 6' -0" O.G. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
—
m�
1
r
TO 5NI✓EH —
RAILING
Iq' -10"
F
I
PG L
WOOD COLUMN _
ON 36 "x36 "x12"
FOOTING
JI �
PORCH SLAB -�
4" GONG. ON 4" MIL. 6RAVEL
TURN DOWN EDGE
8 "x32" MIN. DEPTH.
(V
8' -6 1/2"
HOSE — — —
BIBB
42 X 24 MEGH/ I
CRAWL ACCESS 2 EJEG SUMP
PIT I I
it
v
SOLID BEARING
® BEAM
w
10' -10"
151/2" X q 1/2" LAM
FLR BEAM/
WROMIEn)
iN
•
Iffi7
ii�rirriii
PG
o
N
20' -011
52' -8"
m '
m
2
I I
LuQ
_
d) ED I I
51/2" X q 1/2" LAM I
��he
FLR BEAM I I
(DROPPEV)
NOTE: I I
ROUGH -IN SFiWR.,
TOILET 4 5!4K
q' -6 1/2'
PG O ( I
3 1/2" X "1 1/2" I
LAM FLR BEAM
0\ STEEL
��
I
1' -10 1/2"
W a-
(3
0
1I' -q 1/2"
FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 P51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
v�
LOCAL FROST LINE. SEE DETAILS.
`fl 6. PROVIDE ANCHOR BOLTS 1/2 "D I A. x 10" 5TARTI N6
e 6" FROM EACH CORNER o 6' -0" O.G. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
—
OF SILL.
II' -q 1/2"
II' -q 1/2"
8" DEEP
BEAM PKT.
O
GARAGE SLAB
NOT EXCAVATED
4" GONG. SLAB ON
GRAVEL FILL.
SLOPE 2" TO DRAIN
'I
I HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
' --i 114" 16-1 1/2" 7
21' -411
N
MAIN LEVEL FIN. FLR. _
TOP OF FOUND. WALL
@MASONRY COND. g' �?
PROVIDE 4 "X5" ty
MA50NR'lr LEDD(SE
I
I DETAIL
I
IN
�
I
I"
I
(
I
I
I
i
,'--71/4
0
m
HASONRY LEDGE
NHE- A -I I l A f 1 P-
MAIN
TOP C
N
24"
(TYP. ALL)
DETAIL 2
LOCATION OF SEWER LINES TO BE
DICTATED BY 5EHER LATERAL
LOCATION PER PLOT PLAN; SEE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION IS NOT
APPARENT; MIN 10' BETWEEN 5EAER
AND HATER LINE
REVERSE TO LEFT
HAND GARAGE
SOD TO BACK OF HOUSE
Basement P
SCALE: I/4" = I' -D" 1182 5Q. FT.
� o
a�
a a
Q ,
I
o V
z
1(t
y V)
O W
o
x
W
U
Z
w
w
T.
cr
W
Y
W
W
0
F—
W
LL
Y
O
O
coW
q-
0
3
NOV. I5, 95 MVN
w
Q�
v�
�
3:
m
I
o V
z
1(t
y V)
O W
o
x
W
U
Z
w
w
T.
cr
W
Y
W
W
0
F—
W
LL
Y
O
O
coW
q-
0
3
NOV. I5, 95 MVN