HomeMy WebLinkAboutS0018"
UP
CARPET
UP
CARPET
SLOPE 3" FROM REAR
TO FRONT w/ 1" FALL
IN THE LAST 12" @
THE GARAGE DOOR
FOUNDATION WATER-PROOFING NOTES:
1. AN APPROVED WATERPROOFING MEMBRANE IS
REQUIRED FOR ALL EXTERIOR FOUNDATION WALLS
THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND
FROM TOP OF THE FOOTING TO THE FINISHED GRADE.
2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED
WITH AN ADHESIVE COMPATIBLE WITH THE
WATERPROOFING MEMBRANE.
FOUNDATION / FOOTING PLAN01 SCALE: 1/4" = 1'-0"
FD
70'-2"
OVERALL
12'-4"22'-612" 33'-812"
9'-0" TALL FDN. WALL
9'-10"
8" BRICK CURB
12'-812"
8" BRICK CURB
11'-712" 10'-0" 12'-1"
8" BRICK CURB
2'
-
0
"
8"
B.
C
.
19
'
-
8
1 2 "
38
'
-
6
"
8"
B.
C
.
16
'
-
0
"
2'
-
1
"
8"
B.
C
.
1'
-
7
1 2 "
8"
B.
C
.
9'-0" 1'-9"
8" B.C.
1'-7"
8" B.C.
61
'
-
6
1 4 "
O V E R A L L
11
'
-
4
1 4 "
70'-2"
OVERALL
16'-512"
TO ℄ STEEL COLUMN
16'-2"
TO ℄ STEEL COLUMN
23'-412"
TO ℄ STEEL COLUMN
10"
11'-2"
TO ℄ STEEL COLUMN
10" 21'-312"
11
'
-
5
1 2 "
TO
℄ S T E E L BE
A
M
/ CO
L
U
M
N
15
'
-
7
"
TO
℄ S T E E L BE
A
M
/ CO
L
U
M
N
13
'
-
6
1 2 "
TO
℄ S T E E L BE
A
M
/
CO
L
U
M
N
5'
-
1
1
1 2 "
TO
℄ S T E E L BE
A
M
10
"
10
"
3'
-
1
0
1 8 "
19
'
-
8
3 8 "
7'
-
6
"
13
'
-
8
1 2 "
5'-10"
5'-0"3'-11"
TO NOSING
3'
-
7
1 2 "
3'
-
7
"
12'-4"
10
"
11'-0"
TO ℄ FLOOR DRAIN
9'
-
0
"
TO
℄ F L O O R DR
A
I
N
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 03/A2.1
10" C.I.P. CONCRETE
FOUNDATION WALLS
CONCRETE FOOTINGS
8" x 20" C.I.P.
UNEXCAVATED
BASEMENT
HANDRAIL
- ONE SIDE
10'-1"
LENGTH OF BEARING WALL
10" C.I.P. CONCRETE
FOUNDATION WALLS
CONCRETE FOOTINGS
8" x 20" C.I.P.
4" x 8" x 10 1/2"d. BEAM POCKET
W10 x 26 STEEL BEAM
67((/ &2/801
- TYPICAL
8"d. x 16"w. THKN'D SLAB
- SEE DTL. 04/A2.1
39" x 39" x 12" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 3 1/2"
FROM T/ SLAB
W8 x 18 STEEL BEAM
4" x 8" x 8 1/8"d.
BEAM POCKET
W8 x 18 STEEL BEAM
4" x 8" x 8 1/8"d.
BEAM POCKET
HIGH-EFFICIENCY
GAS
FURNACE
POWER
VENT
GAS WH
10" 7'-10"
10" x 8" x 8 1/8"d.
BEAM LEDGE
14
3 4 "
8'-2"
10'-614"
TO ℄ PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
24" x 24" PIER
- DEPTH TO BEARING SOIL
- SEE DTL. 09/A2.1
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/A2.1
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- SEE DTL. 06/A2.1
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
- SEE DTL. 09/A2.1
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @ 12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
- SEE DTL's. 10/A2.1
12
'
-
6
1 2 "
TO
℄ PI
E
R
/ FT
'
G
.
67((/ &2/801
45" x 45" x 12" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 3 1/2"
FROM T/ SLAB
67((/ &2/801
- TYPICAL
LINE OF PORCH ABOVE
7'
-
7
1 4 "
10
"
5'
-
4
"
4'
-
4
3 4 "
10"7'-10" 10"
9 1 2 "8"
9'
-
8
3 4 "
10
"
t
h
k
.
x 8'-
9
"
h
.
FD
N
WA
L
L
- MIN. 2" COVER
#4 RE-BAR @ 18" o.c.
DOWN 3" FOR PORCH SLAB
HOLD T/ WALLS
FOR SLAB SUPPORT
2x4 KEY-WAY IN WALL
FOR SLAB SUPPORT
2x4 LET-IN
FRAME WALLS & STONE
VENEER SHOULD BE
COMPLETED BEFORE
PORCH SLAB IS POURED
5'
-
3
3 4 "
8"
t
h
k
.
x 8'
-
9
"
h
.
FD
N
WA
L
L
8'
-
5
1 4 "
2'
-
1
1
"
6"
4'
-
0
"
8"
B.
C
.
W8 x 18 STEEL BEAM
7'
-
7
"
TO
℄ S T E E L BE
A
M
/ CO
L
U
M
N
8'-7"
TION OF THE RADON EXHAUST PIPE IN THE HVAC CHASE AREA.
5. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLA-
ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM
VERTICALLY INTO THE SUB SLAB AGGREGATE AND THROUGH THE
UP THROUGH THE BUILDING FLOORS & TERMINATE AT LEAST 12 INCHES
ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF
OF VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH THE ATTIC
IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET
SHEETING BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED
THE BUILDING THAT IS LESS THAN 2 FEET BELOW THE EXHAUST POINT.
3. A 3 INCH DIAMETER SCH 40 PVC PLUMBING TEE SHALL BE EMBEDDED
FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED.
FISCHER HOMES RADON REDUCTION SYSTEM NOTES:
THE FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF FISCHER HOMES
RADON REDUCTION SYSTEM:
1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES
UNDER THE CONCRETE SLAB.
2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL
SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT
CLOSELY AROUND ANY PIPE, WIRE, OR OTHER PENETRATIONS OF THE
MATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED
OR COVERED WITH ADDITIONAL SHEETING.
4. TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SYSTEM, AN
ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE
INSTALLED DURING CONSTRUCTION IN THE ATTIC WITHIN 6'-0" OF THE
RADON PIPE FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
FOUNDATION GENERAL NOTES:
1. PROVIDE CONTROL JOINTS IN SLAB @ ALL BEAM AND
COLUMN ℄'s
- AND AS NOTED
2. USE 6 MIL POLY VAPOR BARRIER UNDER BASEMENT
SLAB
3. USE PRESSURE-TREATED LUMBER @ ALL PLACES OF
CONTACT w/ CONCRETE
HUMIDIFIER
FOUNDATION WALL NOTES:
BASEMENT FOUNDATION WALLS
BASEMENT FOUNDATION WALLS ARE TO BE 10"thk.,
9'-0"h. OFF T/ FOOTING. FOOTINGS TO BE 20"w.
GARAGE FOUNDATION WALLS
GARAGE FOUNDATION WALLS TO BE 10"thk., 9'-0"h. OFF
T/ FOOTING. FOOTINGS TO BE 20"w.
22'-812"
TO NOSING
1'
-
3
3 4 "
10'-5"
TO ℄ RADON PIPE
12
'
-
1
0
1 2 "
TO
℄ S T E E L BE
A
M
/ CO
L
U
M
N
9'-112"
TO ℄ STEEL COLUMN
12'-4"
TO ℄ STEEL COLUMN
PUMP
EJECTOR
10
"
10'-714"
TO ℄ PIER / FT'G.
23
'
-
3
"
8"
10
"
19
'
-
0
"
4'-1"
TO NOSING
13
'
-
0
"
TO
℄ PI
E
R
/ FT
'
G
.
61
'
-
6
1 4 "
O V E R A L L
1'-6"
48"
B.C.
10"
10
"
SECTION - WEATHERLIP
SCALE:
@ GARAGE SERVICE DOOR
3/4" = 1'-0"
T/ GARAGE SLAB1
"
R
E
F
E
R
T
O
P
L
A
N
F
O
R
D
E
P
T
H
O
F
P
O
U
R
-
T
H
R
U
1" WEATHERLIP @
SERVICE DOOR
HOLD T/ GARAGE
FDN. WALL DOWN
FOR SLAB POUR-THRU
- REFER TO PLAN
FOR DEPTH
1"
03
10
"
w/ BATTERY
SUMP PUMP
39" x 39" x 12" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 3 1/2"
FROM T/ SLAB
SOFT. R.I.
WATER
ELECTRICAL
PANEL
2"
2"
INTAKE/EXHAUST
8"
39" x 39" x 12" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 3 1/2"
FROM T/ SLAB WP
17
'
-
3
"
* UPGRADE INSULATION TO R-30 IN CEILING
5UPGRADE INSULATION TO R-15 AT GARAGE WALLS
* DRYWALL & TEXTURE ENTIRE GARAGE vs. INCLUDED FINISH
ENERGY EFFICIENT PACKAGE NOTES:
OPTION FOR 3-CAR GARAGE
* UPGRADE TO INSULATED GARAGE DOOR(S)
21
'
-
2
"
8"
SL
O
P
E
3"
FR
O
M
RE
A
R
TO
FR
O
N
T
w/
1"
FA
L
L
IN
TH
E
LA
S
T
12
"
@
TH
E
GA
R
A
G
E
DO
O
R
11'-5" 10"
10" C.I.P. CONCRETE
FOUNDATION WALLS
CONCRETE FOOTINGS
8" x 20" C.I.P.
UNEXCAVATED
12" FOR SLAB POUR-THRU
HOLD T/ FDN. WALL DOWN
HOLD T/ GARAGE SLAB
DOWN 312" FROM T/ FDN.
& SLOPE TO O.H. DOOR
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- SEE DTL. 10/A2.1
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 11/A2.1
13
A2
.
1
13
A2.1
5'-9" 5'-8"
10
'
-
6
1 2 "
10
'
-
8
1 2 "
3" LEDGE FOR GRADE
BEAM SUPPORT EA. SIDE
- SEE DTL. 06/A2.1
67((/ &2/801
- TYPICAL
39" x 39" x 12" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 3 1/2"
FROM T/ SLAB
VERTICAL CONTROL JOINT
- SEE DTL. 01/A2.1
36'-0" 32'-7"
10"
6"thk. CONC. GARAGE SLAB
w/ #4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
w/ #4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
- SEE DTL's. 09 & 11/A2.1
16'-1014" 13'-8 78"2" 2"
(2) 2x6 JACK STUDS
- MIN.
(3) 2x10 JOIST BM ABOVE
1'-6"
1'
-
8
"
8'
-
1
"
1'-6"
10"10"
BACK-UP
50
4
0
S
L
-H
O
L
D
T/
WI
N
D
O
W
16
"
B E L O W T/
FD
N
.
WA
L
L
VERTICAL CONTROL JOINT
- SEE DTL. 01/A2.1
WI
N
D
O
W
WE
L
L
- w/
DR
A
I
N
- w/
CO
V
E
R
1'
-
0
"
7'
-
1
"
16
'
-
2
"
5'-
7
1 2 "
8 " B.
C
.
8 " B.
C
.
8 " B.
C
.
8" B.C. 8" B.C. 8" B.C.
1 6 " B.
C
.
1'-
9
"
15
'
-
7
"
1'
-
8
"
15'-10"
5 1 2 "
4'-5"
TO ℄ TOILET DRAIN
1'-778"
TO ℄ SHOWER
DRAIN
8'-6" 5'
-
0
"
4"
36" VANITY 1'-
6
3 8 "
TO
℄ T O I L E T DR
A
I
N
7'
-
5
3 8 "
TO
℄ WE
T
BA
R
R/
I
2'-638"
TO ℄ WET BAR R/I
32"w. x 15"h. HOPPER WINDOW
HOLD T/ WDW TO T/ FDN. WALL
w/ WINDOW WELL
32"w. x 15"h. HOPPER WINDOW
HOLD T/ WDW TO T/ FDN. WALL
w/ WINDOW WELL
PLUMBER'S NOTE!
PROVIDE ROUGH-IN
FOR FUTURE ICE MAKER
4'-0"X9'-0" CONC PAD ABOVE
CO
N
T RO
L
JO
I
N
T
W
I
L
L
I
A
M
L .
K A U F H O L Z
A R C H I T E
C
T
RE
A
S
O
N
FO
R
PL
O
T
:
P L O T DA
T
E
:
Job No.
Sheet No.
IN
NE
W
R E S I D E N C E FO
R
:
HO
M
E
S
I
T
E
NO
.
OF
F
I
C
E
R E V I E W :
M A S T E R BY
:
DA
T
E
:
C
DA
T
E
:
F I S C H E R HO
M
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S
I N D I A N A P O L I S , LP
66
0
2
EA
S
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75
T
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S T R E E T
I N D I A N A P O L I S , IN
46
2
5
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(3
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)
34
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34
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PR
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PH
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No
:
P E R M I T :
S I G N -O F F :
C O N S T R U C T I O N :
RE
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:
RE
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PL
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NO
.
E X T E R I O R :
5/
9
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2
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5
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AM
--
-
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OBF-072
HU
A
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& K E L L Y L E B E T T E R
1 4 4 4 5 O V E R B O O K DR
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FN O V E R B R O O K F A R M S
C A R M E L , IN
46
0
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8 5 9 .3 4 4 .3 1 1 5
3/
8
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E S T A T E S C O L L E C T I O N
f i e l d s p e c c h a n g e @ f i s c h e r h o m e s .c o m
R E V I S E D BY
:
TE
A
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MA
N
A
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:
PH
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No
:
85
9
.
4
2
6
.
4
2
2
3
SH
E
Z
R
A
SI
S
K
O
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I
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A2.0
05/29/18
Mike Sheeks