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
phone: 317.849.5935 fax: 317.849.5942
(PIN)
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.
DRY DETENTION BASIN
100 YEAR ELEV.=854.63
54.4A6
COMMON AREA #H-7
VAR. R.D.E.&U.E.&P.A.E.&
54.8AB S.S.E.&L.M.A.E.&B.M.P.E.
36.01
10' D.&U.E.
" BL
# 15.42' n
�i
1.67'
JG704 3G 78 TAS BUILT
7
T.C.= 856.43 N 56.52 --
AS BUILT � 56.22 Y \,N
AY
SIGI��A_
Wyw
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
JOB ID HAM.21
CONTROL#
87361 MCKEN
12099 SIGILLARY LANE
CARMEL, IN 46032
1 " = 30'
LOT AREA: 4,612 Sq. Ft.
F.M.L.A.G.=857.2
F.M.F.P.G.=857.2
R.M.L.A.G.=857.3
R.M.F.P.G.=857.3
M.F.F.=857.9
LEGEND:
FXX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D. _
4.67'
GAR. ,n
857.83
SANITARY SEWER
0
0
57.5
28.00'
N
c6 N
ul
�
O
W
O
�
M wr. 4.67'
CV
w
LL: N
�..
JG704 3G 78 TAS BUILT
7
T.C.= 856.43 N 56.52 --
AS BUILT � 56.22 Y \,N
AY
SIGI��A_
Wyw
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
JOB ID HAM.21
CONTROL#
87361 MCKEN
12099 SIGILLARY LANE
CARMEL, IN 46032
1 " = 30'
LOT AREA: 4,612 Sq. Ft.
F.M.L.A.G.=857.2
F.M.F.P.G.=857.2
R.M.L.A.G.=857.3
R.M.F.P.G.=857.3
M.F.F.=857.9
LEGEND:
FXX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D. _
_ SUB -SURFACE DRAIN
GAR. ,n
857.83
SANITARY SEWER
57.5
28.00'
SA6
16.25'
1" WATER CONNECTION
CONC. 1L.L.
DRIVE N
U.&S.S.E.
1
o
JG704 3G 78 TAS BUILT
7
T.C.= 856.43 N 56.52 --
AS BUILT � 56.22 Y \,N
AY
SIGI��A_
Wyw
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
JOB ID HAM.21
CONTROL#
87361 MCKEN
12099 SIGILLARY LANE
CARMEL, IN 46032
1 " = 30'
LOT AREA: 4,612 Sq. Ft.
F.M.L.A.G.=857.2
F.M.F.P.G.=857.2
R.M.L.A.G.=857.3
R.M.F.P.G.=857.3
M.F.F.=857.9
LEGEND:
FXX.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
000<_
SWALE
• SANITARY MANHOLE
STORM MANHOLE
■ CURB INLET
FIRE HYDRANT
VAR. VARIABLE
B. L. BUILDING LINE
U.E. UTILITY EASEMENT
S.S.E. SANITARY SEWER EASEMENT
P.A.E. PEDESTRIAN ACCESS EASEMENT
D.&U.E. DRAINAGE & UTILITY EASEMENT
R.D.E. REGULATED DRAINAGE EASEMENT
L. M. A. E. LANDSCAPE MAINTENANCE ACCESS
EASEMENT
D.U.&S.S.E. DRAINAGE, UTILITY &
SANITARY SEWER EASEMENT
B. M. P. E. BEST MANAGEMENT PRACTICE
EASEMENT (WATER QUALITY)
F. M. L. A. G. FRONT MINIMUM LOWEST
ADJACENT GRADE
R. M. L. A. G. REAR MINIMUM LOWEST
ADJACENT GRADE
F. M.F.P. G. FRONT MINIMUM FLOOD
PROTECTION GRADE
R. M. F. P. G. REAR MINIMUM FLOOD
PROTECTION GRADE
M.F.F. MINIMUM FINISHED FLOOR
*NOTE: SANITARY
LATERAL IS CONNECTED
TO THE GARAGE
ENTRY DETAIL
1"=10'
2.75' _
_ N O
0.58' 0.58 `�
1.33'0 0
o # PORCH o
M
9.58'
BENCHMARK
TOP OF CASTING = 856.97
SSOEPpF''1,,
.................�
�
oQ Q� No. -A
::8004
:80040474:
STATE OF
zp•................
SU R\1`,,•
LOT 21 Azrv-1- A,06 .
THE HAMLET AT
NOTE: THIS DRAWNG IS NOT INTENDED TO BE
JACKSON'S GRANT, SECTION 1 REPRESENTED SURVEY, SA REROUTEMSURVEY ORIGIINAL
BOUNDAINST. #2017040894 SURVEYOR LOCATION REPORT.
P.C. #5, SLIDE #715 IST ADDRESS
C.O.C. #2017044838, #2017054329, #2018006403 05/07/19 SDS
ZONING: SILVARA PUD d`
MCKENZIE COLLECTION 20' MINIMUM SIDE YARD
4631 USBORN DRIVE 10' MINIMUM REAR YARD
CARMEL, IN 46033 I�wnaysbelow.
5 MINIMUM FRONT YARD Call before roudi&
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BRICK
TOP OF GARAGE LEVEL
CONCRETE SLAB
GATE w/ BRIO
WALLS
VERIFY STYLE w/
CONTRACTOR)
Right Side Elevation
SCALE: 1/4" = 1'-0"
METAL FLASHING
SLOPE TOWARDS INTERIOR 01 M
(VERIFY w/ CONTRACTOR) olm
BRICK
SOLDIER
BRICK
MIN
BRICK
TOP OF MAIN LE'
CONCRETE SLA
HARDI PANEL / x2
ME
-:IN IN MIN
■--------- ■ ■ ■ ■
No MIN N
deft Side Elevation
SCALE: 1/4" = 1'-0"
TOP OF MAIN
CONCRETE:
CONCRETE
CONCRETE SLAB
GATE w4 BRICK
WA LS
(VERIFY TYLE w/
PARAPET WALL
w/SCUPPER U/S
LEFT & RIGHT SIDE ELEVATIONS
SCALE: 1/4" = 1'-0"
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04.25.2019
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5'-6yR" 6'-113/,"
00
-----� L-------
22'-0"
91'-4"
51'-4"
BRICK
/ENEER
AIR
SPACE "x18" ANCHOR
BOLTS 48" O.C.
R-10 RIGID
INSULATION
16"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
FDl
FOUNDATION DETAIL
1----------------------
--- -- ------------------------------------------F=
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RECESS SHOWER00
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1 1 1
IN SLAB
D.
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--
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- - - - - - - -
- - - - - - - - - - - - - - -
- - -
- - -W -
1
3'-0'
16'-8'
R-10 RIGID
=4'
1
P-10 RIGID
INSULATION
----
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1
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16'-91/2"
THK. CONC. PAD
22'-13/4"
1'_4''
15'-21/2"
1'-4"
5'-91/4"
ANKLE W.H.
15'-3"
11'-4"
8'-2"
8'-2"
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1RAGE SLAB
FD2 FOUNDATION DETAIL
SEEP CONCRET
JG @ 2500 P5I
FD3 FOUNDATION DETAIL
FD4 FOUNDATION DETAIL FD5 FOUNDATION DETAIL
FOUNDATION NOTES:
1. ALLOWABLE SOIL PRESSURE 2000 PSI.
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
PORCM ES TO BE
POURED AT
COMPLETION OE NOME
HOLD ALL WALLS
N 1/2 TO ALLOW
FOR R -BOARD
FOUNDATION PLAN.
SCALE: 1/4"=l' -O"
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DATE
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04.25.2019
16"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
FDl
FOUNDATION DETAIL
1RAGE SLAB
FD2 FOUNDATION DETAIL
SEEP CONCRET
JG @ 2500 P5I
FD3 FOUNDATION DETAIL
FD4 FOUNDATION DETAIL FD5 FOUNDATION DETAIL
FOUNDATION NOTES:
1. ALLOWABLE SOIL PRESSURE 2000 PSI.
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
PORCM ES TO BE
POURED AT
COMPLETION OE NOME
HOLD ALL WALLS
N 1/2 TO ALLOW
FOR R -BOARD
FOUNDATION PLAN.
SCALE: 1/4"=l' -O"
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04.25.2019
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SOL WINDOW GRIDS >721
IN LIVING ROOM
2 STORY INCLUDED
90'-8"
z
17'-4" 22'-8" 50'-8"
5'-6}x8» 6'-334» 5-61/8»
2'-3%" 3'-2%" 3'-23/8» 2'-378„ 4'-2}x2» 4'-83/4» 3'-43/4» 3'-4„ 3'-434„ 3'-7j/4" 8'-2)x2" 11'-111/2„ 30'-6" U)
30:10 3020 HOS W
FIXED FIXED G ss B 3-2866 BSB 4020 transom >NQ
GAS C0
42" VENTED
FIREPLACE
16'-1" 6'-7" 14'-6" DBL. WAIL OLDING Q
> TRU 42 > Z AREA U
N m m N Fm`� N "N C W
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3080 FULL GLASS DR 30 6 30 6 30 6 3O 6 THRESHOLD - 10'0" CEILING HEIGHT o tO LAUNDRY
�, 7
CD r7-7- - - - - - - - - - - - - - - - - - LAss�NCw76R - CARPET FLP
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PACKAGE CA ETR NNE O QN O O , L— --
DROP OFF
1 1 1 1 1
2x6 WALLWALL'7777777777=7 -
77771 7 77 7 77
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BIB FI ED
2'- 4j/2 11 6'-4" 8'-3Y2" 22'-2» 2 6'-1" 9'-1 1�2 2 6'-7" 26'-7„
53'-103/6 38'-913/6"
92'-8"
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CONSTRUCTION LEGEND
1. AREA LEGEND
LOWER LEVEL
CONCRETE SLAB
C�
MAIN LEVEL: 1738 SQ. FT.
GARAGE: 502 SQ. FT. x
SECOND LEVEL: 960 SQ. FT. 0
L-
ROOF TOP AREA: 435 SQ. FT. U
THIRD LEVEL: 475 SQ. FT.
DRAWN BY
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DATE
SHEET NO.
FIRST FLOOR PLAN 4
scale 1/411+1 9-011
04.25.2019
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HDR. C 84'
DR. ®84"
5-2226
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04.25.2019
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EYEBALL LIGHT
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FLOOD LIGHT
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SPEAKER
STEP LIGHT
FVC1
VOLUME CONTROL
Preliminary 1st Floor Electrical Plan
SCALE: 1/4" = 1'-0"
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SHEET N0.
7
04.25.2019
ff (1) FLR. OUTLETS
LOCATION T.B.D.
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ELECTRICAL SYMBOLS
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EXHAUST FAN
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SWITCH
RECESSED LIGHT
SMOKE DETECTOR
TELEPHONE JACK
FAN/LIGHT
TV
CABLE OUTLET
FLUORESCENT FIXTURE
D.S.
DOOR SWITCH
HALF HOT OUTLET
1/2
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04.25.2019
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VC VOLUME CONTROL DRAWN BY
rpl
CHECKED BY
DATE
PRELIMINARY SHEET NO.
TERRACE ELECTRICAL
SCALE: 1/4"=V-0" '-0"
04.25.2019
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CONSTRUCTION LEGEND - -p
1. GENERAL NOTES `"
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*RIDGE VENTS BY CONTRACTOR w �-A
* ROOF SYSTEM 50 LB5. P.5.F. TOTAL o
ROOF LOAD -J >1
* GUTTER & DOWNSPOUT LOCATIONS J
AS PER CONTRACTOR
2. MATERIALS LEGEND U U
,Z==71 METAL ROOF >72 1
FRAMER NOTES: -
1 .
OTES°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
ALL WALLS THAT
SEPARATE ATTIC SPACE
FROM LIVING SPACE MUST
HAVE FOAM BOARD APPLIED
TO ATTIC SIDE OF WALL
ROOF PLAN
SCALE: 1/4" = 1'-0"
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DRAWN BY
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CHECKED BY
DATE
SHEET N0.
10
04.25.2019