HomeMy WebLinkAbout1405.97.1`r H05E BI
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15" DEEP
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--_ NOTE
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33' -7 1 /2" UTILITY LOCATIONS
FOR SIDE OF HOUSE
W/ SUPERINTENDANT
22'-0"
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8'-0" POURED HT ON f
8' r x 20 " CONT. 5PREAD
FOOTING 8" x 16" CONT. SPREADT
FOOTING,, ___...
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LOCATION W/
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8" x 16" CONT. SPREAD
FOG71N6 BA5EMENT
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FIREPLACE CANT
4' LONG 5LAS ON MIN I A130V I
411 COMP. STONE FILL
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o I ELECT
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i 4" GONG SLAB W/ 5EE ELEVATION5 FOR
MIN, 4° CLEAN COMP. SAND FILL I I FOUNDATION LAYOUT
I I 8" POURED CONC WALL o l
IN TH15 AREA.
W/ 4x12 BRICK LEDGE m 221 -111"
BOTTOM OF FT6 32" BELOW GRADE
B" x 20" CONT SPREAD
� FOOTING —
LF6ARA615 DOOR OPENING 5HOW5 DOOR CENTERED
161-311 - 21.6 1/211 ON FRAME WALL - FIELD VERIFY BRICK WHERE
- U5EO AND ADJUST GARAGE DOOR CENTER AS REM?
21' -0 " 21' -11 1/2"
WATER AN015EWER I
ENTRANCE Ir06ATIO4
NOTE:
PROVIDE (2114 REBAR, TEN FT.
\ LONG TO SPAN UTILITY TRENCH
\- - "0'1 POURED COW WALL
W/ 4x12 BRICK LE126E
8'-0" POURED HT ON
8" x 20" GONT. 5PREA0
FOOTING
METER
OV
50ME COLUMN DIMENSION5 ARE FROM CENTER OF COLUMN
FOUNPAT ION PLAN
0
TO EXTERIOR FACE OF BASEMENT WALL.
1/411 - I1-0"
o
—
NOTE
x
N
3
CONTRACTOR SHALL BE RE51PON51BLE FOR VERIFYING
RACTOR
ANSTALLATION5
ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION 54ALL
� O
OR FABRICATIONS IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL BE HELDIRE5PONSIS ETFOR ANY
DO NOT SCALE ®RA WINGS!
EXPEDITING THE CONSTRUCTION OF SUCH WORK.
ERRORS AND OM15510N5 WHICH MAY OCCUR IN W CONTRACT
ERRORS, 0156REPANGIE5 OR OMISSIONS FOR WHICH THE
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
� N
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
N x
`^ (
5A5
METER
HOSE BIBB =�
DOWN
R
i 4" GONG SLAB W/ 5EE ELEVATION5 FOR
MIN, 4° CLEAN COMP. SAND FILL I I FOUNDATION LAYOUT
I I 8" POURED CONC WALL o l
IN TH15 AREA.
W/ 4x12 BRICK LEDGE m 221 -111"
BOTTOM OF FT6 32" BELOW GRADE
B" x 20" CONT SPREAD
� FOOTING —
LF6ARA615 DOOR OPENING 5HOW5 DOOR CENTERED
161-311 - 21.6 1/211 ON FRAME WALL - FIELD VERIFY BRICK WHERE
- U5EO AND ADJUST GARAGE DOOR CENTER AS REM?
21' -0 " 21' -11 1/2"
WATER AN015EWER I
ENTRANCE Ir06ATIO4
NOTE:
PROVIDE (2114 REBAR, TEN FT.
\ LONG TO SPAN UTILITY TRENCH
\- - "0'1 POURED COW WALL
W/ 4x12 BRICK LE126E
8'-0" POURED HT ON
8" x 20" GONT. 5PREA0
FOOTING
I1' -01/2" 1
v
0
M
0
N
0
co
GENERAL NOTES
I. 10" ANCHOR DOLTS TO BE 8'-0" OC, 12" MAX FROM CORNERS
TYPICAL AT TOP COURSE OF BRICK. PROVIDE AD AT BOTH SIDES
OF ALL DA5EMENT WINDOWS, TYP.
2. VERTICAL REINFORCEMENT TO DE'4 BARS 6'-0" OC.
3. 24" DOWELS TO BE '4 BARS 4'-011 O.0 SET INTO CON(. FOOTING
4, HORIZONTAL REINFORCEMENT IN FOOTIN65 TO 13E'4 BARS
CONTINUOUS W/ 24" MIN. OVERLAP AND 3" MIN. COVER,
5. ALL GROUT TO BE TYPE "M" 6ROUT OR TYPE "5" 6ROUT.
1. 1
N
G. M IGHAffL
WANGOUR
Architects / "r-:%uliant5
1365 5henand�ah
Rochester Hills
Michigan 48306
(248) 656-1187
PULTE
Master Builder
Project
INDIANA
DIV1510N
11711 North Pennsylval
suite '190
Carmel, Indiana 46032
Subdivision / Plan
KE55LER
Job No.
2555
Date
ISSUE
5%30/97
mom
Lal 180
sco
aheet Tithe
FOUNPAT ION
PLAN
AT
FULL
5A5EMENT
Vet NO,
1../
C,WT , C
NOTE
50ME COLUMN DIMENSION5 ARE FROM CENTER OF COLUMN
FOUNPAT ION PLAN
AT BA5EMENT OPTION
TO EXTERIOR FACE OF BASEMENT WALL.
1/411 - I1-0"
NOTE
Field verify
all dimensions
CONTRACTOR SHALL BE RE51PON51BLE FOR VERIFYING
RACTOR
ANSTALLATION5
ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION 54ALL
OR FABRICATIONS IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL BE HELDIRE5PONSIS ETFOR ANY
DO NOT SCALE ®RA WINGS!
EXPEDITING THE CONSTRUCTION OF SUCH WORK.
ERRORS AND OM15510N5 WHICH MAY OCCUR IN W CONTRACT
ERRORS, 0156REPANGIE5 OR OMISSIONS FOR WHICH THE
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR
DOCUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE
TO CONSTRUCTION AND /OR FABRICATION OF THE WORK.
I1' -01/2" 1
v
0
M
0
N
0
co
GENERAL NOTES
I. 10" ANCHOR DOLTS TO BE 8'-0" OC, 12" MAX FROM CORNERS
TYPICAL AT TOP COURSE OF BRICK. PROVIDE AD AT BOTH SIDES
OF ALL DA5EMENT WINDOWS, TYP.
2. VERTICAL REINFORCEMENT TO DE'4 BARS 6'-0" OC.
3. 24" DOWELS TO BE '4 BARS 4'-011 O.0 SET INTO CON(. FOOTING
4, HORIZONTAL REINFORCEMENT IN FOOTIN65 TO 13E'4 BARS
CONTINUOUS W/ 24" MIN. OVERLAP AND 3" MIN. COVER,
5. ALL GROUT TO BE TYPE "M" 6ROUT OR TYPE "5" 6ROUT.
1. 1
N
G. M IGHAffL
WANGOUR
Architects / "r-:%uliant5
1365 5henand�ah
Rochester Hills
Michigan 48306
(248) 656-1187
PULTE
Master Builder
Project
INDIANA
DIV1510N
11711 North Pennsylval
suite '190
Carmel, Indiana 46032
Subdivision / Plan
KE55LER
Job No.
2555
Date
ISSUE
5%30/97
mom
Lal 180
sco
aheet Tithe
FOUNPAT ION
PLAN
AT
FULL
5A5EMENT
Vet NO,
1../
C,WT , C