HomeMy WebLinkAbout0602.97.1CZD
C,
Fte=
3-Cf 51PE
EN TU 6ARA6E
'R
1/411 = 1-0 111
2-CAR
ENTRY 6
1/411 5 11-011
Mw
52141
1 20'-4 1/2`' L 131-1 i" 181-4 i/2" 1'
F — — — — —_ BLEEDER T
SUMP j
I Uj
iF
1
Vxl', cJL B10
C5 Z)
� :a
I F-4r WALL PAST
()Vqp, 016
CJ
kA '
J �-e ►-1 S;0-
1'-6 1/2'
L
FOUNDATION PLAN
ICY- 2
2 fj) 4 1 Z
114 REBAR 24" 7' LGNV
1-10 SPAN
UNFX6AVATEL?
41 GGN :A_Ab W/
MiN, 4" CLEAN COMP SANG FILL
Ill
— I
O
POURED 6ON( , WALL
Uj
W/ 4x12 BRICK LE06E
U.3
81-01' POURED HT ON
8" x 16" GOVT. SPREAD
Q)
r6O r P
,30" x 30" x ii" CONC. PAP FOOTING
W/ 31' 01A 5_-TL CONC. FAU
1 AL
!ail 3 3 r° i ` 101 4" 1 i'- 3 3
7_ W�
IN x I IP6.3-5PAN
L -4—
71
77
A
In
ii i i i Ij j�l i� F- H,4 3 1 9
ly-
4-5 6__L_ 84
<Z) ,_� l�
cS
iLEARIN6 WALL
MINIMUM LOAD
-ANT FLOOR JST 5
W8,x 18 P(- 3 - SPAN rg
CC
10'-7 3/4" 4 11-3 3/4"
BA5EMENT
PG
PC
A" 5LA5 ON MiN
411 COMP 5ANI/ FILL
321 1 1/2'
tEAL? WALL PAST
ER 016 -
T:Z_It. _e V1 S 1, 0
'311!-411
WATQR AND 5fWF-R
FNT ANCE L'q,',Al, U-N
NOT
PROVIDE (2)14 REBAR, TEN FT,
LON6 --0 ``PAN UTILITY TRENCH
SEE C�EVATION5 FOR
FOUNDATION LAYOUT
IN THIS AREA
NOTE:
50ffiE COLUMN PIMEN51ONS, ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
FIELD VERIFY NUMBER OF WINDOWS AND LOCATIONS.
NOTE
11-6 1/2" CONTRACTOR SHALL BE RE5PON5IEN - E FOR VERIFY IN6
ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL
ALL P!MENSION5 AFFECTING CONTRACTOR'S PROPU6T5
BE OBTAINED PRIOR TO PROCEEPIN6 WITH CONSTRUCTION.
IN5TALLATION5 OR FA13R ICATION5 IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL 136 HELP 13155PON51131-6 FOR ANY
EXPEPITIN6 THE CONSTRUCTION OF SUCH WORK.
ERRORS, 015CREPANCIE5 OR OMISSIONS FOR WHICH THE
ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE
TO CONSTRUCTION AWIOR FABRICATION OF THE WORK.
1,11-9 !/211
C)
�S)
-7�
ku
PG
Q0
rITYFP BEAM 1`06KEE7,
L il
611 w.
51, PEEP
8" H16H
I
j
I I
I
,;
Q,
tiu
C)
pi�
II
n U_
7
IIIiIIIIIIIIII BLEEDER
C5 Z)
� :a
I F-4r WALL PAST
()Vqp, 016
CJ
kA '
J �-e ►-1 S;0-
1'-6 1/2'
L
FOUNDATION PLAN
ICY- 2
2 fj) 4 1 Z
114 REBAR 24" 7' LGNV
1-10 SPAN
UNFX6AVATEL?
41 GGN :A_Ab W/
MiN, 4" CLEAN COMP SANG FILL
Ill
— I
O
POURED 6ON( , WALL
Uj
W/ 4x12 BRICK LE06E
U.3
81-01' POURED HT ON
8" x 16" GOVT. SPREAD
Q)
r6O r P
,30" x 30" x ii" CONC. PAP FOOTING
W/ 31' 01A 5_-TL CONC. FAU
1 AL
!ail 3 3 r° i ` 101 4" 1 i'- 3 3
7_ W�
IN x I IP6.3-5PAN
L -4—
71
77
A
In
ii i i i Ij j�l i� F- H,4 3 1 9
ly-
4-5 6__L_ 84
<Z) ,_� l�
cS
iLEARIN6 WALL
MINIMUM LOAD
-ANT FLOOR JST 5
W8,x 18 P(- 3 - SPAN rg
CC
10'-7 3/4" 4 11-3 3/4"
BA5EMENT
PG
PC
A" 5LA5 ON MiN
411 COMP 5ANI/ FILL
321 1 1/2'
tEAL? WALL PAST
ER 016 -
T:Z_It. _e V1 S 1, 0
'311!-411
WATQR AND 5fWF-R
FNT ANCE L'q,',Al, U-N
NOT
PROVIDE (2)14 REBAR, TEN FT,
LON6 --0 ``PAN UTILITY TRENCH
SEE C�EVATION5 FOR
FOUNDATION LAYOUT
IN THIS AREA
Field verify all dimensions
DO NOT SCALE DRA WINGS!
co
G. M I �_- H A ff L
WANCOUR
Architects / Consultants
1365 Shenandoah
Rochester HI)s
Michigan 48306
(3131656 -1187
PULTE
Master Builder
rlro;ert
I NP I AN A
P I V 15 10 N
12226 MIRTH MERi,'!A
SU I I ' ' E: '1R5
CARMEL, IN01AA 460
Subdivision / Plain
C a m b r i d g e
,,lob No.
2 5 4 8
Pate
is5uE 3/'271'9
Sheet Title
FOUNDATION
PLAN
Ch
Uj
in
Na
LU
Y�
2a
pC Z
mQ
Sheet No,
(.� E3
a 5HT of
NOTE:
50ffiE COLUMN PIMEN51ONS, ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
FIELD VERIFY NUMBER OF WINDOWS AND LOCATIONS.
NOTE
11-6 1/2" CONTRACTOR SHALL BE RE5PON5IEN - E FOR VERIFY IN6
ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL
ALL P!MENSION5 AFFECTING CONTRACTOR'S PROPU6T5
BE OBTAINED PRIOR TO PROCEEPIN6 WITH CONSTRUCTION.
IN5TALLATION5 OR FA13R ICATION5 IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL 136 HELP 13155PON51131-6 FOR ANY
EXPEPITIN6 THE CONSTRUCTION OF SUCH WORK.
ERRORS, 015CREPANCIE5 OR OMISSIONS FOR WHICH THE
ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE
TO CONSTRUCTION AWIOR FABRICATION OF THE WORK.
Field verify all dimensions
DO NOT SCALE DRA WINGS!
co
G. M I �_- H A ff L
WANCOUR
Architects / Consultants
1365 Shenandoah
Rochester HI)s
Michigan 48306
(3131656 -1187
PULTE
Master Builder
rlro;ert
I NP I AN A
P I V 15 10 N
12226 MIRTH MERi,'!A
SU I I ' ' E: '1R5
CARMEL, IN01AA 460
Subdivision / Plain
C a m b r i d g e
,,lob No.
2 5 4 8
Pate
is5uE 3/'271'9
Sheet Title
FOUNDATION
PLAN
Ch
Uj
in
Na
LU
Y�
2a
pC Z
mQ
Sheet No,
(.� E3
a 5HT of