HomeMy WebLinkAboutARB approval Final Review0 S T 0 E P P E L W E R T H
ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
(PIN) phone:317.849.5935 fax:317.849.5942
THE FOOTINGS FOR THIS HOUSE SHOULD BE
PINNED SINCE THERE IS LITTLE OR NO TOLERANCE
ON THE BUILDING LINE SETBACK. CALL US WHEN
FOOTING IS IN SO WE CAN SCHEDULE PINNING.
5'SW
W W
56.40
T.CAS .= BUUILTILT STABLESIDE
� o
M LANE � T.C.= 856.29 56.42
L0 0 AS BUILT
4.77 36.81 5'Sw 56.4A6
T.C.= 855.E
f 0 AS BUILT
S6.3AB
N = N 57.8
ih 15' R.D. .&U.E.
POR. '7 15' B.L. 57.2AI
57.8 21.42'
* F.P.
1.33' o
1.33'r_� 6.3'
n
i�
3.67'�
00
u)
1 LLj
w
LL
N 3.67'
O
GAR. _r2
858.13 L`'
56.7 Ln
20.71'
y
57.1 AB
57.8 46't 16.25'142't
CONC. DRIVE 10' B.L.
56.E 10' U.E. 56.0
BLOCK "A
SIMON (DRIVE
T.C.= 857.00
AS BUILT
4(�
T.C.= 856.65
AS BUILT
ALL UNDERGROUND SEWERS AND UTILITIES BENCHMARK
SHOWN ARE PLOTTED BY SCALE FROM TOP OF CASTING = 856.29
"RECORD DRAWINGS" FURNISHED BY ENGINEER. LOT 5
THE HAMLET AT
JACKSON S GRANT, SECTION
INST. #2017040894
P.C. #5, SLIDE #715
MCKENZIE COLLECTION C.O.C. #2017044838
4631 USBORN DRIVE ZONING: SILVARA PUD
CARMEL, IN 46033 20' MINIMUM SIDE YARD
10' MINIMUM REAR YARD
5' MINIMUM FRONT YARD
JOB ID HAM.5
CONTROL# 84426 MCKEN
486 SIMON DRIVE
CARMEL, IN 46032
1 " = 30'
LOT AREA:5,454 Sq. Ft.
FRONT M.L. A.G./M.F.P.G.=857.4
REAR M.L.A.G./M.F.P.G.=857.6
M.F.F.=858.1
LEGEND:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D. _
_ SUB -SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W
WATER MAIN
W
1" WATER CONNECTION
0 0 0 <
SWALE
• SANITARY MANHOLE
STORM MANHOLE
■ CURB INLET
FIRE HYDRANT
. END SECTION
B.L.
BUILDING LINE
U.E.
UTILITY EASEMENT
S.S.E.
SANITARY SEWER EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
I.E.E.
INGRESS/EGRESS EASEMENT
M.L.A.G.
MINIMUM LOWEST ADJACENT GRADE
M.F.P.G.
MINIMUM FLOOD PROTECTION GRADE
M.F.F.
MINIMUM FINISHED FLOOR
S.E.
SIDE EASEMENT
ENTRYWAY DETAIL
0.58' N N 2.83,
0.67
n = PORCH ^ o
r
� ,rj N
8.25'
1" = 10'
EPp
............... F�
' G\STER
No�� .
80040474
STATE OF
3U R\10%,,•�
1 NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
1ST REV CHG HSE MDL
07/02/19 JDA
07/25/18 MKV
Kwwwhars below.
Call bet= you dig.
ON
'Loo
0
METAL FLASHING
SLOPE TOWARDS INTERIOR :1E :1E :1E 1E
(VERIFY w/ CONTRACTOR)
i F--E -H :1H
LAP
SIDING
(5" EXPOSL
HARDI PANEL w/ TRIM
0
0
0
0
aaaa
O
O
O
O
0
0
0
0
— 12
PITCH 6
METAL
CAP
TOP OF GARAGE LEVEL
CONCRETE SLAB
BRICK
METAL
CAP
METAL FLASHING
SLOPE TOWARDS INTERIOR
(VERIFY w/ CONTRACTOR)
Front Eevotion
SCALE: 1 /4" = 1'-0"
FRONT & REAR ELEVATIONS
scale 1/4"+1'-0"
W �
Z�
N_
0 °
z4-4
U
a�
Ww�4
J 0
J �
U0
U
>72
.0)
O Q 0
C N
� U U
Co Co
Co -0 Z Z
C N Co
0
z L ° o
ma 12
EQT
(j E o 0
1�
-L o
C c� o c6
Cn
-0 U Q
J U N
C Cc:
Co
ro :" C �
� O
co
Zn E
c�
z
V
v
W
� Q
m
U)
Q
N W
U
C
0
U
L
U U z
_N
U
U
L
a z
ry
Q
O
U)
=3 L0
O 4-0
O
O
O -
0 E
O
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEET NO.
07.01.2019
Hi
PAF
W/�
CUNCRt It SLAki
Right Side Eevation
SCALE: 1 /4" = 1'-0"
deft Side Elevation
SCALE: 1 /4" = 1'-0"
CONCRETE SLAB
LEFT & RIGHT SIDE ELEVATIONS
SCALE: 1 /4" = 1'-0"
W �
Z)
N_
0 °
z4-4
U
a�
Ww�4
J 0
J �
U0
U
>72
O Q 0
� � N
� U U
co -0 Z Z
N(6
c�
z co ° o
ma CM
EM Q�
�j 0 0
co
co
co
M m
_0 c
0 U Q
J � U
co C
� O
E
(0
Z
V
v /
W
� Q
m
U)
w
U
c
0
U
L
7
U L
_N
L QU
L
a z
ry
Q
O
U)
=3 L0
O 4-0
O
O
O -
0 E
O
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEET NO.
2
07.01.2019
c
d
BRICK
VENEER
AIR
SPACE ,�1"x18" ANCHOR
/ BOLTS 48" O.C.
_ R-10 RIGID
INSULATION
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
FD1 FOUNDATION DETAIL
SLAB
TOP OF MAIN LEVEL
SUB FLOOR
GARAGE SLAB
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
FD2 FOUNDATION DETAIL
SEEP CONCRET
JG @ 2500 PSI
FD3 FOUNDATION DETAIL
FD4 FOUNDATION DETAIL FD5 FOUNDATION DETAIL
PORCI-IES TO BE POURED AT
POURED AT
COMPLETION OF MOME
EOUNDA70N NOTES:
2. FLOOR SLAB AREAS TO BE COMPACTED TO 95%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2"DIA. x 10" STARTING
6" FROM EACH CORNER @ 6'-0" O.C. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
COMPLETION OF HOME
HOLD ALL WADS
IN 1 /2" TO ALLOW
FOR R-BOARD
FOUNDATION PLAN
SCALE: 1 /4"=1'-0"
W �
Z�
N_
0 °
z4-4
U
a�
Ww�4
J 0
J �
U0
U
>72
O
O Q 0
c O au)
U
O
co -0 Z Z
N(6
Z co O
O a cm '2O
co Q �
�j 0 0
a)co
co 1�
c� m c6
0 �
0 U O-
J cz U N
O O
co OU O
co C
� O
0-0 >,
co O O
O (n E
O) (3) -O
(0
Z
V
v /
W
� Q
m
Q
W
U
C
O
U
L
Z
U
Q
L
a z
ry
Q
O
=3 L0
O 4-0
O
O
O -
0 E
O
:�2t
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEET NO.
3
06.27.2019
CONSTRUCTION LEGEND
MAIN LEVEL
MAIN LEVEL:
2180 SQ. FT.
2 CAR GARAGE:
482 SQ. FT.
SECOND LEVEL
SECOND LEVEL:
937 SQ. FT.
STORAGE:
72 SQ. FT.
ROOF TOP
SUN ROOM:
485 SQ. FT.
STORAGE:
66 SQ. FT.
TERRACE:
459 SQ. FT.
First Floor Plan
SCALE: 1 /4" = 1'-0"
W �
Z�
N _ 0
o0
7 w
Ww�
J 0
1
J -14
Uo
U
c �
E .c
N
O 0 �
� U U
(0
co "O Z Z
Z 0 O O
N a 0)
co Q M
j °ram' 00 2
CO
c M
0 ca
�L •�
U Q-
J U N
O O
co O
C
� 'a -0C
U -0 >,
O (0
O cn E
0) -0
C
Z
V
v /
W
T Q
m
U)
yr
Q
N
U
C
O
U
C Z U
_N
L
U
i
Q 7
ry
V
♦W�
Vi n l
L '
O +-0
O
O
n�
W
O
2�t _
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
4
07.01.2019
Second Floor Plan
SCALE: 1 /4" = 1'-0"
W �
Z)
N_
0 0
z4-4
F-
U
CO
a�
Ww�4
J 0
J �
U0
U
C �
N
O 0 �
� COj U
O
(0
CC j "O Z Z
Z 0 O O
N a 0)
CO Q >
j °ram' 0 0
�OQ-Q
CO o m Q
L C •�
U Q-
U N
� O O
M O
(.0 C
� _0'� C
C c/) E
0) 70
~ C
Z
V
v /
W
T Q
m
U)
yr
Q
N W
U
C
O
U
C Z U
_N
L aU
i
Q i
I r
V
♦W�
Vi : l r '
0 a-0
0
0
n�
W
0 E
0
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
5
07.01.2019
SUN RM/TERRACE FLR PLAN
scale 1 /4"+1'-0"
W �
Z)
N _ 0
o0
7 w
Ww�
J 0
W 1
J �
Uo
U
C �
N
O 0 �
� COj U
(0
Co -0 Z Z
Z 0 O O
N a 0)
Co Q M
j °ram' 0 2
� 0
CO o m Q
C M
0 ca
�L •�
U Q-
J U N
O O
Co O
C
� 'a _0C
U -0 >,
O (0
C in E
0) ) _0
c�
Z
V
v /
W
T Q
m
U)
Q
N W
U
C
O
U
C Z U
_N
L aU
i
Q i
I r
V
♦W�
Vi l n
� r '
0 a-0
0
O
n�
W
0
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
6
07.01.2019
ELECTRICAL
SYMBOLS
LIGHT FIXTURE
OUTLET
EXHAUST FAN
$
SWITCH
RECESSED LIGHT
SMOKE DETECTOR
TELEPHONE JACK
FAN/LIGHT
TV
CABLE OUTLET
FLUORESCENT FIXTURE
D.S.
DOOR SWITCH
HALF HOT OUTLET
1/2
(SWITCHED OUTLET)
EXHAUST FAN W/LIGHT
R Ly N
=0o
CLG. FAN ROUGH -IN
0
CHIME
DOOR CHIME
EYEBALL LIGHT
aO
FLOOD LIGHT
pA pR
SPEAKER
STEP LIGHT
VC
VOLUME CONTROL
Preliminary 1st Floor Electrical Plan
SCALE: 1 /4" = 1'-0"
W �
Z
O 0
zw
U
Ww�
J
1
J _14
Uo
U
c �
N
O 0 �
O) U U
(0
co "O z Z
Z c0 O O
Na 07��
co Q M
�) 0')0 0
CO
� O O
M O
0) C
� O
U -O >,
O (0
O E
70
Z
V
v /
W
ID QCID
U)
yr
Q
N
U
C
O
C) U
0 Z U
_N
L aU
i
Q i
ry
V
♦W
W '
L
0 4_0
0
0
W
0
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
7
07.01.2019
ELECTRICAL
SYMBOLS
LIGHT FIXTURE
OUTLET
EXHAUST FAN
$
SWITCH
0
RECESSED LIGHT
SMOKE DETECTOR
TELEPHONE JACK
1
FAN/LIGHT
EVI
CABLE OUTLET
FLUORESCENT FIXTURE
D.S.
DOOR SWITCH
HALF HOT OUTLET
1/2
(SWITCHED OUTLET)
EXHAUST FAN W/LIGHT
NLY
0 '_"
00o
CLG. FAN ROUGH -IN
0
CHIME
DOOR CHIME
EYEBALL LIGHT
QO
FLOOD LIGHT
PpA oR
SPEAKER
STEP LIGHT
VC
VOLUME CONTROL
PRELIMINARY
SECOND FLOOR ELECTRICAL
SCALE: 1 /4"= V-0"
W �
Z
O 0
zw
U
Ww�
J O
1
J _14
co
Uo
U
c �
E .c
N
O 0 �
O) U U
(0
co "O z Z
Z c0 O O
Na 07��
co Q M
�) 0')0 0
co a)
m co c�
L c •�
U Q
� O O
M O
(.0 C
� 'a _0C
O (0
O E
70
Z
V
v /
W
T Q
m
U)
yr
Q
0
U
C
0
0 U
0 7
U L
_N
U
i
Q Z
I..L
oo
W
W : L ' n
0 -4--1
0
0
W �
0
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
8
07.01.2019
ELECTRICAL
SYMBOLS
LIGHT FIXTURE
OUTLET
$
0
EXHAUST FAN
SWITCH
RECESSED LIGHT
1w
SMOKE DETECTOR
TELEPHONE JACK
FAN/LIGHT
TV
CABLE OUTLET
FLUORESCENT FIXTURE
D.S.
DOOR SWITCH
HALF HOT OUTLET
1/2
(SWITCHED OUTLET)
EXHAUST FAN W/LIGHT
0 -M-_,N
=0o
CLG. FAN ROUGH -IN
0
CHIME
DOOR CHIME
EYEBALL LIGHT
aO
FLOOD LIGHT
oAo
SPEAKER
STEP LIGHT
VC
VOLUME CONTROL
PRELIMINARY
SUN RIVI/TERRACE ELECTRICAL
SCALE: 1 /4"=1'-0"
W �
Z�
N _ 0
o0
7 w
U
Ww�
J 0
W 1
J �
Uo
U
c �
E .c
N
O 0 �
� U U
(0
co -0 Z Z
Z 0 O O
N a 0)
co Q M
j °ram' 00 2
co
cl u, O
c M
0 ca
0 •�
0 U Q-
J U N
� O O
co O
C
� 'a _0C
U -0 >,
O (0
O cn E
0) _0
Z
V
v /
W
T Q
m
U)
yr
0-
a)
U
C
O
0 U
0 Z U
_N
L aU
i
Q i
ry
V
♦W
W '
L
p 4_0
O
O
W
O
2�t
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEETNO.
9
07.01.2019
FRAMER NOTES:
1. BEVEL CUT ALL TRIM BOARDS DOWNWARD
2. OSB ON ALL GARAGE WALLS
3. OSB CEILING OF ALL PORCHES
4. 3 SHIMS PER WINDOW PER SIDE
5. SET TOP OF WINDOWS NEXT TO PATIO DOOR
FLUSH WITH TOP OF DOOR
6. INSTALL ENGINEERED FLOOR SYSTEM PER
PROVIDED LAYOUT BY SUPPLIER
7. JOIST HANGERS TO BE NAILED IN EVERY HOLE
8. INSTALL ROOF TRUSS SYSTEM PER PROVIDED
LAYOUT BY SUPPLIER
9. GIRDER TRUSSES TO BE NAILED ACCORDING TO
SPECIFICATIONS
10. ANY WALL OVER 10' TALL, EXTERIOR WALLS AND
BEARING WALLS NEED BLOCKING AT 6'
11. ANY EXTERIOR WALLS ON CORNERS NEED
BLOCKING AT THE SEAMS
12. TOP AND ENDS OF BULKHEADS TO BE PLYWOOD
IF ATTIC SPACE IS ABOVE
13. BACK AND ENDS OF BULKHEADS TO BE PLYWOOD
IF THERE IS A FLOOR ABOVE
14. BLOCK THE TOP OF TRAY CEILINGS
15. FIRE BLOCK ALL CAVITIES LEADING TO ATTIC SPACE
16. ALL WALLS THAT SEPARATE ATTIC SPACE FROM
LIVING SPACE MUST HAVE FOAM BOARD APPLIED
TO THE ATTIC SIDE OF THE WALL
17. FRAMER TO PRVIDE A PLYWOOD
WALKWAY TO ALL FALSE DORMERS
4. WINDOW/DOOR HEAD
FRAMING DETAIL (TYP.
SCALE: 1/2"=1'-0"
LVL HEADER (VERIFY
SIZING w/ LUMBER
MANUFACTURER)
�o
2X10 BLOCKING
FLUSH W/ INSIDE
811
FACE OF STUDS
3. GENERAL NOTES
* 10' 0" CEILING HEIGHT UNLESS
OTHERWISE NOTED
* CROWN MOULDING ALL OF FIRST
FLOOR EXCEPT CLOSETS
* INTERIOR DIMENSIONS TO
FACE OF STUD WALLS
* EXTERIOR DIMENSIONS TO FACE
OF SHEATHING
* POCKET DOORS:
TRIPLE 2x12 HDR. W/ %2" PLYWD. GUSSETS
2 PLY SOLID BLK'G. BOTH SIDES (TYP.)
* VERIFY WINDOWS w/ OWNER/CONTRACTOR.
ANDERSEN WINDOWS SHOWN, VERIFY WINDOW
NUMBERS AND SIZING WITH WINDOW MANUFACTURER
AFTER THIS IS COMPLETE, PLEASE PROVIDE
H.G. McCULLOUGH DESIGNERS WITH A WINDOW LIST
ALL WALLS THAT
SEPARATE ATTIC SPACE
FROM LIVING SPACE MUST
HAVE FOAM BOARD APPLIED
TO ATTIC SIDE OF WALL
* FLOOR JOIST MANUFACTURERS ARE TO SUPPLY
H.G. McCULLOUGH DESIGNERS WITH ALL NECESSARY
FLOOR FRAMING PLANS, INCLUDING MAIN LEVEL, SECOND
LEVEL AND ROOF PLAN. H.G. McCULLOUGH DESIGNERS IS
TO BE NOTIFIED DURING THE FLOOR FRAMING DESIGN
PROCESS IF IT DEVIATES FROM THE ORIGINAL PLAN, AND
REVIEW THE CHANGES WITH ONE ANOTHER.
* MAIN LEVEL FLOOR JOIST SYSTEM
60 LBS. P.S.F. TOTAL FLOOR LOAD
* PROVIDE SOLID BLK'G. BETWEEN FLOORS UNDER
ALL BEARING WALLS AND COLUMNS ABOVE
* ALL WALLS ALIGNED WITH FLOOR JOIST
DIRECTION TO HAVE FLOOR JOIST BELOW THEM
* VERIFY FLOOR JOIST/STRUCTURAL BEAM
PLACEMENT WITH PLUMBING LOCATIONS.
IF THERE IS AN ISSUE PLEASE CONTACT
MCKENZIE HOMES
ROOF PLAN
SCALE: 1 /4" = l'-0"
W �
z�
NO 0
zw
U
WW�
J O
-14
Uo
U
>72
c_
0).9
°oo
� U U
co -0zz
Mco
0z L ° o
ma a g
m 0 0
�0�g
cD
c� o co
� U Q
J E U
co
co o, ' �
o' o
E
L
(0
Z
V
v /
W
� Q
m
U)
Q
W
U
C
O
U
L
7
U L
_N
L
U
L
a z
ry
Q
O
U)
=3 L0
O 4-0
O
O
O -
0 E
O
DRAWN BY
rpl
CHECKED BY
DATE
01.12.2015
SHEET NO.
10
07.01.2019