HomeMy WebLinkAbout0629.97.10
M
M
N
C,
N
i
i
i
3-GAR 51PE ENTRY GARAGE
1/411 = 11.0"
O �
M
=o
0
1-4
LEAD WALL PASTI
OVER Di6-_
e I
0
M
551-8"
FOUNDATION PLAN
1/411 : 1141
NOTE:
50ME COLUMN OIMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
NOTE
ERRORS AND OM1551M WHICH MAY OCCUR IN THE CONTRACT
DOGUMENT5 SHALL M BROUGHT TO THE ATTENTION OF THE
ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION 5HALL
BE OBTAINED PRIOR TO PROCEEDIN6 WITH CONSTRUCTION.
THE CONTRACTOR SHALL BE HELP RE5PON5113LE FOR ANY
ERROR5, D156REPANGIE5 OR OM15510N5 FOR WHICH THE
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
O
�O
r-
III
5EWER
- SLEEVE
Qp
0
M
II
I�11
0
o
�I
VERIFY SUMP
LOCATION W/
5UPERINTENOANT
0
m
1
NOTE:
FIELD VERIFY
UTILITY LOCATIONS
FOR 51DE OF HOUSE
W/ 5UPERINTENDANT
s
G. M IGHAEL
WAN60UR
Architects / Consultants
1365 5henandoah
Rochester Hips
Michigan 48306
PIJLIM
! aster Builder
'ro ject
NDI-ANA
IV 1510N
2220 North Meridian 5t.
iuite 1185
,arme), Indiana 46032
5ub&i%m / P&
W I N P 50R
Job No.
2779
Sheet Title
FOUNDATION
PLAN
AND
OPT IONS
FULL
5A5EMENT
w
c oc
w
Y�
Ua
p� 2
mQ
Sheet No.
IAB
5HT of
N
Field verify all dimensions
DO NOT SCALE DRA WINGS!
1
244"
111.411
131_$u
201-4 1/2"
4'-3 1/2"
61-1" 51-211
61-111
o
1101
1110
p
I
0
I
N
�
—
——
--�J
re
W8x185TLBM
- --
tf)
OC
o
Q
8" POURED GONG WALL
uj w ",III
�>
u
W/ 4x12 BRICK LEDGE
° ° III
i° o
81-0" POURED HT ON
l
III
° III
X °
8" x 20" CONT. SPREAD
r,
�?
FOOTING
V-:
cs
--
POINT LOAF PG
—
FROM A60VE
POINT LOAD
PG
M
w
�,
PG
o I
FROM AbOV
IL
k- �,
a o
KNEEWALL 32" ABOVE
`n -
� � � 'o o
,STAIR TREAD N05E
III
N x
CIN
w
6 5 4
_
6 41-011
v w
�.0
TYP BEAM POCKET;
BLEEDER 1� i
Q�--j 6
- -- --
- - -- --
-
- - - - --
61,WiDE,
5 DEEP
-
Uu cv to
o
__
_ _
_
1
8 " HIGH
-
voo
-- - - --
- -�_�
O68 WALL
(
I i 12
BLEEDER 11111
111 O UP 13
w -
2 "2x10 HDR
— -
Nx31 5TL BEAM
o
-
" PIA.
5% P05T ON
3
°•
_ —
FAU
- - - - - - - - -
2x12 5YP W/
- - - - - -
I
30" x 30" x12" GONG PAD FTG
xb WALL ON 1611 x 811 GOVT.
CONIC THICKENED SLAB
-'
N
I
2- 1/2" PLYWO FL ITCHES
5 1/2"
� 11
I f I 1 I I i
I I
20'- 11
I
FD
OUCH IN 3 PIPE
FOR
BA5EMENT
II
I I I I I I I
- - - - - -
I I I
®
(
RADON N EXHAUST
W/ "T" BELOW 5LAB
-0-
4" CONC. SLAB ON MIN
4° COMP. SAND FILL
()
`n
D
~
�
_
_N
PG =
ROUGH IN I I/2" PIPE v
TO FLOOR DRAIN FOR -
°
>
°
L
o~°
>-
YY
PG
Q!:
BLEEDER I
1
- - - - -
I
FAU CONDENSATE
o
°
ov
'4 REBAR a 24" O.G., 7' LONG
BLEEDER III
1 111
0
uj
TO SPAN OVER-016
201-4 1 /2"
I
x
351-3 1/211 N
II
N
o
UNEXGAVATED
SUMP
1102
— —
1101 — i
—
4 "CONC.5LABW/
-
-1
-
MIN. 4" GLEAN COMP. SAND FILL
LEAD WALL PAST
OVER DIG
SEE ELEVATIONS FOR
o
FOUNDATION LAYOUT
I I
WATqR AND WER
ENTRANCE LOCATION
IN TH15 AREA
NOTE:
PROVIDE (2) '4 REBAR, TEN FT.
LONG TO SPAN UTILITY TRENCH
1120
21-6"
161 -4"
341-4"
21.611
211-411
FOUNDATION PLAN
1/411 : 1141
NOTE:
50ME COLUMN OIMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
NOTE
ERRORS AND OM1551M WHICH MAY OCCUR IN THE CONTRACT
DOGUMENT5 SHALL M BROUGHT TO THE ATTENTION OF THE
ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION 5HALL
BE OBTAINED PRIOR TO PROCEEDIN6 WITH CONSTRUCTION.
THE CONTRACTOR SHALL BE HELP RE5PON5113LE FOR ANY
ERROR5, D156REPANGIE5 OR OM15510N5 FOR WHICH THE
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
O
�O
r-
III
5EWER
- SLEEVE
Qp
0
M
II
I�11
0
o
�I
VERIFY SUMP
LOCATION W/
5UPERINTENOANT
0
m
1
NOTE:
FIELD VERIFY
UTILITY LOCATIONS
FOR 51DE OF HOUSE
W/ 5UPERINTENDANT
s
G. M IGHAEL
WAN60UR
Architects / Consultants
1365 5henandoah
Rochester Hips
Michigan 48306
PIJLIM
! aster Builder
'ro ject
NDI-ANA
IV 1510N
2220 North Meridian 5t.
iuite 1185
,arme), Indiana 46032
5ub&i%m / P&
W I N P 50R
Job No.
2779
Sheet Title
FOUNDATION
PLAN
AND
OPT IONS
FULL
5A5EMENT
w
c oc
w
Y�
Ua
p� 2
mQ
Sheet No.
IAB
5HT of
N
Field verify all dimensions
DO NOT SCALE DRA WINGS!
1