HomeMy WebLinkAbout1354.97.10
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BLEEDER 1111 I I 11 —
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521-811
201-4 1/211 I 1 f 11 4 I/2°
° 181
PROVIDE MIN. I CRAWL
HVAC S/A TO SPACE
CRAWL 5PACE
SEE DETAIL5
PER SPEC
0
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TYP BEAM POCKET
6" WIDE, �- 8" x 811 x 16" CMU
5" DEEP 2 COURSES ON
8" H16H GONG PAD FTC,
x 30" x 12"
W8x13 2-5PAN,IPC
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10' 9 1/211 L --� 91 -111
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BLEEDER 11 11 x1111 -11
I I
LE D WALL PAST I I I I
OV R DIG - - -
91,1"
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1120
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M
6" POURED GONG WALL
W/ 4x12 BRICK LEDGE
8'-0" POURED HT ON
8" x 16" CONT, SPREAD
FOOTIN6 /
10'-13/41' h° 101 -411
w 3
a
w `O
a�m
L
PG�
FAU
30" x 3011 x 12" GONG. PAD FOOTING
W/ 3" PIA 5TL. COL. CENTERED
TYPICAL
111-3 3/4" ®� I ZI 4°
I F
"o W8x IPG,3-5PAN
-o- PC L
UP 12 R
7 > 24" H x 60" WIDE I�
cc ° CRAWL ACCE5 - - I i
O V
2-2x4 POST --r 14 13 12 II 10 9�
C)_ I
2-2x10 HDR� ,'i{/ 4 6 8
X °
�p i
1019 1/2"
1 I
20'•41/2° '
4 RE13AR e 24" O.C., 7' LO
0 SPAN OVER-016
UNEXCAVATED
4" GONG SLAB W/
- MIN. 4" GLEAN COMP SAND FILL
0
— 4— —
IIDE
7
ARA6E 2'-11/211 161 ,11
211 -411
11.6 1/2"
'0 TION PLAN
1/4" = 1'4'
ALTERNATE
1/4" = 11-0"
81 -311
ENTRY G
81 -311
21 -1 1 /2"
o — FARING WALL
— MINIMUM LOAD
ANT FLOOR JST; ,
N
■ I •_■_•_..F_ 40.1_._. ■_._.
W8x18 1PC,3 SPAN
cc
N o v zw
c o <
10113/411 101-411 N 1I-3 3/411
NOTE:
30" x 24"
SOME COLUMN D IMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
- C'-4
�
CRAWL
"'
-�
1.61/2" CONTRACTOR SHALL BE RE5PON515LE FOR VERIFYING
ARCHITECT, IN WRITING, AND WRITTEN IN5TRU6TION SHALL
ACCE55
4" CONC. SLAB ON MIN o
4"
o iii PG
THE CONTRACTOR SHALL M HELD RESPONSIBLE FOR ANY
�
OPN6
o
4" COMP. SAND FILL 0
0
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
Lu
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°uO
321-3 1/2" N
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d
- -
F.W8xr3
o
l
o�
X
Cv
X
N
(
L
STL BM
�N
M
6" POURED GONG WALL
W/ 4x12 BRICK LEDGE
8'-0" POURED HT ON
8" x 16" CONT, SPREAD
FOOTIN6 /
10'-13/41' h° 101 -411
w 3
a
w `O
a�m
L
PG�
FAU
30" x 3011 x 12" GONG. PAD FOOTING
W/ 3" PIA 5TL. COL. CENTERED
TYPICAL
111-3 3/4" ®� I ZI 4°
I F
"o W8x IPG,3-5PAN
-o- PC L
UP 12 R
7 > 24" H x 60" WIDE I�
cc ° CRAWL ACCE5 - - I i
O V
2-2x4 POST --r 14 13 12 II 10 9�
C)_ I
2-2x10 HDR� ,'i{/ 4 6 8
X °
�p i
1019 1/2"
1 I
20'•41/2° '
4 RE13AR e 24" O.C., 7' LO
0 SPAN OVER-016
UNEXCAVATED
4" GONG SLAB W/
- MIN. 4" GLEAN COMP SAND FILL
0
— 4— —
IIDE
7
ARA6E 2'-11/211 161 ,11
211 -411
11.6 1/2"
'0 TION PLAN
1/4" = 1'4'
ALTERNATE
1/4" = 11-0"
81 -311
ENTRY G
81 -311
21 -1 1 /2"
o — FARING WALL
— MINIMUM LOAD
ANT FLOOR JST; ,
N
■ I •_■_•_..F_ 40.1_._. ■_._.
W8x18 1PC,3 SPAN
cc
N o v zw
c o <
10113/411 101-411 N 1I-3 3/411
NOTE:
30" x 24"
SOME COLUMN D IMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
- C'-4
�
CRAWL
"'
-�
1.61/2" CONTRACTOR SHALL BE RE5PON515LE FOR VERIFYING
ARCHITECT, IN WRITING, AND WRITTEN IN5TRU6TION SHALL
ACCE55
4" CONC. SLAB ON MIN o
4"
o iii PG
THE CONTRACTOR SHALL M HELD RESPONSIBLE FOR ANY
C-4
OPN6
—
4" COMP. SAND FILL 0
0
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
o
O
°uO
321-3 1/2" N
o
o
�?
- -
PG
o
l
O
X
Cv
�N
M
6" POURED GONG WALL
W/ 4x12 BRICK LEDGE
8'-0" POURED HT ON
8" x 16" CONT, SPREAD
FOOTIN6 /
10'-13/41' h° 101 -411
w 3
a
w `O
a�m
L
PG�
FAU
30" x 3011 x 12" GONG. PAD FOOTING
W/ 3" PIA 5TL. COL. CENTERED
TYPICAL
111-3 3/4" ®� I ZI 4°
I F
"o W8x IPG,3-5PAN
-o- PC L
UP 12 R
7 > 24" H x 60" WIDE I�
cc ° CRAWL ACCE5 - - I i
O V
2-2x4 POST --r 14 13 12 II 10 9�
C)_ I
2-2x10 HDR� ,'i{/ 4 6 8
X °
�p i
1019 1/2"
1 I
20'•41/2° '
4 RE13AR e 24" O.C., 7' LO
0 SPAN OVER-016
UNEXCAVATED
4" GONG SLAB W/
- MIN. 4" GLEAN COMP SAND FILL
0
— 4— —
IIDE
7
ARA6E 2'-11/211 161 ,11
211 -411
11.6 1/2"
'0 TION PLAN
1/4" = 1'4'
ALTERNATE
1/4" = 11-0"
81 -311
ENTRY G
81 -311
21 -1 1 /2"
o — FARING WALL
— MINIMUM LOAD
ANT FLOOR JST; ,
N
■ I •_■_•_..F_ 40.1_._. ■_._.
W8x18 1PC,3 SPAN
cc
N o v zw
c o <
10113/411 101-411 N 1I-3 3/411
— —�--
I I
EAD WALL PA5T ENTOANCEL96ATION
OVER 016
NOT
PROVIDE (2) '4 REBAR, TEN FT.
LONG TO SPAN UTILITY TRENCH
56E ELEVATIONS FOR
FOUNDATION LAYOUT
IN THI5 AREA.
311-411
p_
NOTE:
SOME COLUMN D IMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
- C'-4
�
FIELD VERIFY NUMBER OF WINDOWS AND LOCATIONS.
"'
1.61/2" CONTRACTOR SHALL BE RE5PON515LE FOR VERIFYING
ARCHITECT, IN WRITING, AND WRITTEN IN5TRU6TION SHALL
PG
4" CONC. SLAB ON MIN o
4"
o iii PG
THE CONTRACTOR SHALL M HELD RESPONSIBLE FOR ANY
EXPEDITING THE CONSTRUCTION OF SUCH WORK.
ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE
—
4" COMP. SAND FILL 0
0
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
o
O
321-3 1/2" N
— —�--
I I
EAD WALL PA5T ENTOANCEL96ATION
OVER 016
NOT
PROVIDE (2) '4 REBAR, TEN FT.
LONG TO SPAN UTILITY TRENCH
56E ELEVATIONS FOR
FOUNDATION LAYOUT
IN THI5 AREA.
311-411
p_
NOTE:
SOME COLUMN D IMEN51ON5 ARE FROM CENTER OF COLUMN
TO EXTERIOR FACE OF BASEMENT WALL.
FIELD VERIFY NUMBER OF WINDOWS AND LOCATIONS.
NOTE:
1.61/2" CONTRACTOR SHALL BE RE5PON515LE FOR VERIFYING
ARCHITECT, IN WRITING, AND WRITTEN IN5TRU6TION SHALL
ALL OIMEN51ON5 AFFECTING CONTRACTOR'S PRODUCTS.
BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION.
INSTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL M HELD RESPONSIBLE FOR ANY
EXPEDITING THE CONSTRUCTION OF SUCH WORK.
ERRORS, DISCREPANCIES 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 AND /OR FABRICATION OF THE WORK.
Field verify all dimensions
DO NOT SCALE DRAWINGS!
0
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G. M IGHAE
WANCOUI
Architects / Consultai
1365 Shenandoah
Rochester Hills
Michigan 48306
(313) 656-1181
C
Project
I Ni? I ANA
DIV1510
12220 NORTH MERI
SUITE '185
CARMEL, INDIANA
5ubcrlvision / Plan
Cambridc
Job No.
2548
Date
15SUE
3/1
Sheet Title
FOUNDAU
PLAN
CRAWL
5PACE
Sheet No.
I
a 5HT of
N