HomeMy WebLinkAboutLAYOUT - Teton River Townhomes (3)CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBAQT
SHEET NAME:
PROJECT:
LOCATION:
24-053
DATEREVISIONS
PHASING PLAN
TETON RIVER TOWNHOMES
REXBURG, ID C-15
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
QUEST THORNTON AND BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:November 21, 2024
24" X 36" (ARCH D)
C-06
N/A
PRELIMINARY FOR
REVIEW ONLY
PRELIMINARY NOT
FOR CONSTRUCTION
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASING NOTE:
1.SEWER AND WATER TO BE
STUBBED AND CAPPED AT
PHASE LINES
240 SQ. FT. SNOW STORAGE
288 SQ. FT. SNOW STORAGE
200 SQ. FT. SNOW STORAGE
200 SQ. FT. SNOW STORAGE
200 SQ. FT. SNOW STORAGE
200 SQ. FT. SNOW STORAGE
1240 SQ. FT. SNOW STORAGE
SNOW STORAGE AREA
ASPHALT AREA = 24,869 SQ. FT.
REQUIRED 10% = 2,487 SQ. FT.
PROVIDED = 2,568 SQ. FT.
60
.
0
0
'
R
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O
.
W
.
60
.
0
0
'
R
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O
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W
.
FLOODPLAIN
L1
L4
L5
4
8
7
3
48
7
4
48
7
4
4
8
7
4
48724873
4874
4874
4873
48
7
4
4874
4874
48
7
4
48
7
4
48
7
4
48
7
4
48
7
4
48
7
4
4
8
7
4
4874
4873
48
7
4
4873
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
2
0
1+00 2+00 3+00 4+00 4+75
1+00 2+00 3+00 4+00 5+00 5+55
L2
L3
SOUTH DRIVE AISLE
Number
L1
Begin Station
1+00.00
End Station
4+75.00
Radius Length
375.00
Line/Chord Direction
N89° 54' 33.19"E
Begin Point
N: 791928.62, E: 759614.85
End Point
N: 791929.21, E: 759989.85
UTILITY EXTENSION
Number
L2
L3
L4
Begin Station
1+00.00
2+07.32
2+39.98
End Station
2+07.32
2+39.98
4+19.74
Radius Length
107.32
32.66
179.76
Line/Chord Direction
N0° 06' 20.63"E
N37° 32' 13.34"E
N0° 00' 26.37"E
Begin Point
N: 791795.75, E: 759816.49
N: 791903.07, E: 759816.69
N: 791928.97, E: 759836.59
End Point
N: 791903.07, E: 759816.69
N: 791928.97, E: 759836.59
N: 792108.73, E: 759836.61
NORTH DRIVE
Number
L5
Begin Station
1+00.00
End Station
5+55.00
Radius Length
455.00
Line/Chord Direction
N89° 59' 58.78"E
Begin Point
N: 792090.48, E: 759597.39
End Point
N: 792090.48, E: 760052.39
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBAQT
SHEET NAME:
PROJECT:
LOCATION:
24-053
DATEREVISIONS
SITE OVERVIEW
TETON RIVER TOWNHOMES
REXBURG, ID C-15
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
QUEST THORNTON AND BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:November 21, 2024
24" X 36" (ARCH D)
C-07
N/A
PRELIMINARY FOR
REVIEW ONLY
PRELIMINARY NOT
FOR CONSTRUCTION
SITE INFORMATION:
TOTAL AREA OF SITE: 98,459 SQ FT (2.26 ACRES)
BUILDINGS: 6
UNITS: 43
PARKING: 86 PARKING STALLS (GARAGE) TOTAL
LANDSCAPE: 20,525 SQ FT
BUILDING NOTES:
CONTRACTOR OR ARCHITECT RESPONSIBLE TO ENSURE
STEM WALL EXTENDS 8'' MIN ABOVE FINISH FLOOR
POWER NOTE:
SEE ROCKY MOUNTAIN POWER
CONTRACTOR'S MAP FOR
PROPOSED POWER FACILITIES.
FIRE CODE NOTE:
1.D103.6.1 ROADS ARE 20 TO 26
FEET IN WIDTH. FIRE LANE
SIGNS ARE SPECIFIED IN
SECTION D103.6 APPARATUS
ACCESS ROADS THAT ARE 20
TO 26 FEET WIDE.
2.CURBS SHALL BE PAINTED
RED FOUR FEET ON EACH
SIDE OF THE EVERY FIRE
HYDRANT.
LANDSCAPE NOTE:
FINAL LANDSCAPE SHOULD SLOPE AWAY
FROM BUILDINGS
SHEET NOTES:
1.CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS
AND ELEVATIONS. CONTRACTOR
TO COORDINATE WITH EACH
UTILITY COMPANY PRIOR TO
CONNECTING ANY PROPOSED
UTILITIES.
2.ENSURE 10' MINIMUM
HORIZONTAL CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET
PER IDEQ. IF MANHOLES ARE IN
AN ASPHALT PAVED AREA THE
COLLARS ARE TO BE ASPHALT
COLLARS
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL
POTABLE AND NON-POTABLE
LINES ARE MET PER IDEQ
4.ASSUMED TOP OF FOUNDATION
WALL IS FINISHED FLOOR,
CONTRACTOR TO NOTIFY
ENGINEER IF DIFFERENT.
5.ALL TBC ELEVATIONS ARE AT
FULL HEIGHT OF CURB.
24
.
0
0
'
52
.
0
0
'
160.00'
49
.
6
3
'
T
O
C
E
N
T
E
R
L
I
N
E
5.
0
0
'
24.00'
11.74'
4.00'21
.
5
1
'
TO
R
.
O
.
W
.
24
.
0
0
'
34
.
0
0
'
5.
0
0
'
4.00'4.00'
5.
0
0
'
5.
0
0
'
4.00'
5.00'
140.00'
119.91'
160.00'
52
.
0
0
'
160.00'
119.91'
52
.
0
0
'
52
.
0
0
'
52
.
0
0
'
52
.
0
0
'
FLOODPLAIN
34
.
0
0
'
24.24'
24.90'
11.65'
16.60'
18.27'
17.70'
18
.
1
9
'
SOUTH DRIVE AISLE
UT
I
L
I
T
Y
E
X
T
E
N
T
I
O
N
NORTH DRIVE AISLE
LORENE ST.
CA
R
L
O
W
D
R
I
V
E
CAP EXISTING STORM LINE
DRAWN BY:
MARK DATE
A.3
Ty Olive
Main Floor
Plan/Front
Elevation
DD 06/19/24
Plotted 12/23/2024 @ 5:03 PM by olive, File Name: Teton River Townhomes Rexburg 24.09.18.pln, File Path: C:\OCD Office CAD\01 Active Projects\2024\Hirrlinger Allen Townhomes Rexburg\Teton River Townhomes Rexburg 24.09.18.pln
35
1
E
Lo
r
e
n
e
St
.
Re
x
b
u
r
g
,
ID
Sheet Number
NOTE;
OLIVE CONSTRUCTION & DESIGN L.L.C. IS NOT AN
ENGINEERING FIRM OR A LICENSED ARCHITECTURAL FIRM,
ALL IMPLIED MEASUREMENTS, SIZES, LOCATIONS, ETC. OF
ANY STRUCTURE OR ITS MEMBERS ARE SUBJECT TO THE
APPROVAL OF LOCAL BUILDING OFFICIALS IN
ACCORDANCE WITH THE I.R.C. OR GOVERNING CODE,
OLIVE CONSTRUCTION & DESIGN L.L.C. OR ITS PRINCIPALS
SHALL NOT BE HELD LIABLE FOR ANY DEVIATION FROM
THE I.R.C OR GOVERNING CODE. IT IS ULTIMATELY THE
CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL
WORK CONFORMS TO THE GUIDLINES OF THE I.R.C,
GOVERNING CODE OR STAMPED ENGINEERED DRAWINGS.
AND TO CONFIRM IF SUCH DRAWINGS ARE REQUIRED AS
ADDENDUM TO THE PLANS PROVIDED
Te
t
o
n
Ri
v
e
r
To
w
n
h
o
m
e
s
(208) 520-9520
3020 Solar Flare Rd, Idaho falls, ID 83402
OLIVE_RESIDENTIAL@YAHOO,COM
CD 08/22/24
SD 05/30/24 Began
W02
2'-6" x 5'
W02
2'-6" x 5'
F01
3' x 6'-8"
D03
2'-4" x 6'-8"
D0
5
2'
-
8
"
x
6'
-
8
"
F01
3' x 6'-8"
D03
2'-4" x 6'-8"
D0
5
2'
-
8
"
x
6'
-
8
"
F01
3' x 6'-8"
D03
2'-4" x 6'-8"
D0
5
2'
-
8
"
x
6'
-
8
"
F01
3' x 6'-8"
D03
2'-4" x 6'-8"
D0
5
2'
-
8
"
x
6'
-
8
"
F02
3' x 6'-8"
D04
2'-4" x 6'-8"
D0
6
2'
-
8
"
x
6'
-
8
"
F02
3' x 6'-8"
D04
2'-4" x 6'-8"
D0
6
2'
-
8
"
x
6'
-
8
"
F02
3' x 6'-8"
D04
2'-4" x 6'-8"
D0
6
2'
-
8
"
x
6'
-
8
"
F02
3' x 6'-8"
D04
2'-4" x 6'-8"
D0
6
2'
-
8
"
x
6'
-
8
"
DW
FROV
DW
FROV
DW
FROV
DW
FROV
DW
FR OV
DW
FR OV
DW
FR OV
DW
FR OV
2
A.24
A.2
2
A.3
2
A.4
2
A.7
2
A.7
5
A.5
4
A.6
3 3/8"11'-7"11'-6 1/2"3 1/2"
±0"
-4"
-8 1/8"
-4 1/8"
-2 3/4"-2 7/8"
TYPICAL
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
1
2
3
4
5
6
7
8
UP
W02
2'-6" x 5'
W02
2'-6" x 5'
W0
3
3'
x
3'
W0
3
3'
x
3'
W01
4' x 5'D01
3' x 6'-8"
W01
4' x 5'D02
3' x 6'-8"
W01
4' x 5'D01
3' x 6'-8"
W01
4' x 5'D02
3' x 6'-8"
W01
4' x 5'D01
3' x 6'-8"
W01
4' x 5'D02
3' x 6'-8"W02
2'-6" x 5'
W02
2'-6" x 5'
W01
4' x 5'
D01
3' x 6'-8"
DG1
16' x 8'
W01
4' x 5'D02
3' x 6'-8"W02
2'-6" x 5'
W02
2'-6" x 5'
DG1
16' x 8'
DG1
16' x 8'
DG1
16' x 8'
DG1
16' x 8'
DG1
16' x 8'
DG1
16' x 8'
4
A.5
3
A.5
3
A.5
1
A.7
1
A.7
2
A.10
2
A.10
DG1
16' x 8'
160'
3'-7 1/4"11'-10 1/8"9'-2 1/2"11'-10 3/8"7'-3/4"11'-10 1/8"9'-2 3/8"11'-10"7'-1 1/8"11'-10"9'-2 1/2"11'-10"7'-1"11'-10"9'-2 1/2"11'-10 1/8"3'-7 1/4"
6"16'-5 7/8"2'-6"
1'-1 1/2"
2'-6"1'-6 1/2"14'-11 3/8"10 1/2"14'-7 3/8"4'-6"10 1/2"4'-2"14'-11 3/8"10 1/2"14'-11 3/8"4'-2"10 1/2"4'-2"14'-11 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 7/8"5 1/2"
4'-5 1/2"4'3'-1 1/4"3'-2"4'-9 7/8"
11 3/4"
4'-1 3/8"8 1/2"3'-2"3'-7/8"4'3 1/2"3 3/8"3 1/2"11'-7/8"3'-2"8 1/2"4'-1 3/8"5/8"10 1/2"5/8"4'-1 3/8"8 1/2"3'-2"11'-1/4"5/8"10 1/2"11'-1/4"3'-2"4'-9 7/8"5/8"10 1/2"4'-9 7/8"3'-2"11'-1/4"5/8"10 1/2"11'-3/8"3'-2"4'-9 5/8"5/8"10 1/2"4'-9 7/8"3'-2"4'5/8"5/8"5/8"5/8"11'-6 7/8"
19'-6 7/8"19'-11 1/4"20'-3/8"19'-11 1/4"20'-3/8"19'-11 1/4"20'-7/8"5 1/2"20'-3/8"
22
'
2'
5
1/
2
"
24
'
-
7
1/
2
"
5
1/
2
"
5
1/
2
"
19'-1 3/8"10 1/2"6"19'-1 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 3/8"10 1/2"19'-1 3/8"6"
7'-6 1/8"4"9'-2 1/2"4"4'
9'-5 1/4"3'-8 1/2"9'-4 7/8"6'10 1/2"6'3'-8 1/2"10 1/2"
2'
4'4"9'-2 3/8"7'-6"7'-1 1/8"4"22'-1"4'4"4'22'-1 1/8"4'4"4'7'-6"4'9'-6 1/2"4'9'-6 1/2"11'-1 3/8"
5 1/2"3'-6 1/2"11 3/4"
48
'
2'
PROVIDE FIRE RATED PLYWOOD
FOR 2HR OVERBURN PROTECTION
(TYP ALL SIDEWALLS OF POP OUT)
PROVIDE FIRE RATED PLYWOOD
FOR 2HR OVERBURN PROTECTION
(TYP ALL SIDEWALLS OF POP OUT)
SIMILAR SIMILAR
126 12 6 126 12 6 126 12 6 126 12 6
0"
22'-10 7/8"
25'-10 1/8"
22'-3 1/4"
12'-11"
1108 1101110411031106110511071102
RI RI
R2
R2
R3 R3
SCALE: 3/16" = 1'-0"1 Main Floor Plan
SCALE: 3/16" = 1'-0"2 FRONT ELEVATION
TYP
R2 09/18/24
R3 12/23/24
DRAWN BY:
MARK DATE
A.4
Ty Olive
2nd Floor Plan
DD 06/19/24
Plotted 12/23/2024 @ 5:03 PM by olive, File Name: Teton River Townhomes Rexburg 24.09.18.pln, File Path: C:\OCD Office CAD\01 Active Projects\2024\Hirrlinger Allen Townhomes Rexburg\Teton River Townhomes Rexburg 24.09.18.pln
35
1
E
Lo
r
e
n
e
St
.
Re
x
b
u
r
g
,
ID
Sheet Number
NOTE;
OLIVE CONSTRUCTION & DESIGN L.L.C. IS NOT AN
ENGINEERING FIRM OR A LICENSED ARCHITECTURAL FIRM,
ALL IMPLIED MEASUREMENTS, SIZES, LOCATIONS, ETC. OF
ANY STRUCTURE OR ITS MEMBERS ARE SUBJECT TO THE
APPROVAL OF LOCAL BUILDING OFFICIALS IN
ACCORDANCE WITH THE I.R.C. OR GOVERNING CODE,
OLIVE CONSTRUCTION & DESIGN L.L.C. OR ITS PRINCIPALS
SHALL NOT BE HELD LIABLE FOR ANY DEVIATION FROM
THE I.R.C OR GOVERNING CODE. IT IS ULTIMATELY THE
CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL
WORK CONFORMS TO THE GUIDLINES OF THE I.R.C,
GOVERNING CODE OR STAMPED ENGINEERED DRAWINGS.
AND TO CONFIRM IF SUCH DRAWINGS ARE REQUIRED AS
ADDENDUM TO THE PLANS PROVIDED
Te
t
o
n
Ri
v
e
r
To
w
n
h
o
m
e
s
(208) 520-9520
3020 Solar Flare Rd, Idaho falls, ID 83402
OLIVE_RESIDENTIAL@YAHOO,COM
CD 08/22/24
SD 05/30/24 Began
W02
2'-6" x 5'
W02
2'-6" x 5'
2
A.24
A.2
2
A.3
2
A.4
2
A.7
2
A.7
5
A.5
4
A.6
2'-5"
1'-2 1/2"
2'-5"1'-7"
SIMILAR
TYPICAL
TYPICAL
9
10
11
12
13
14151617
DO
W
N
9
10
11
12
13
14151617
DO
W
N
9
10
11
12
13
14151617
DO
W
N
9
10
11
12
13
14151617
DO
W
N
9
10
11
12
13
14 15 16 17
DO
W
N
9
10
11
12
13
14 15 16 17
DO
W
N
9
10
11
12
13
14 15 16 17
DO
W
N
9
10
11
12
13
14 15 16 17
DO
W
N
W02
2'-6" x 5'
W02
2'-6" x 5'W01
4' x 5'
W01
4' x 5'
W01
4' x 5'
W01
4' x 5'
W01
4' x 5'
W01
4' x 5'
W02
2'-6" x 5'
W02
2'-6" x 5'W01
4' x 5'
W04
4' x 4'
W04
4' x 4'
W01
4' x 5'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
W04
4' x 4'
19'-1/16"5/8"6"5/8"5 1/2"19'-11/16"10 1/2"19'-11/16"10 1/2"19'-1 5/16"11 3/4"10 1/2"19'-1/16"19'-1 5/16"5/8"10 1/2"10 1/2"19'-1 13/16"19'-11/16"11 3/4"
4
A.5
3
A.5
3
A.5
1
A.7
1
A.7
2
A.10
2
A.10
W04
4' x 4'
W04
4' x 4'
WD W D WD W D WD W D WD W D
3
A.6
D13
2'-8" x 6'-8"D16
2'-4" x 6'-8"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
6
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D
1
1
2'
-
6
"
x
6'
-
8
"
D12
2'-6
"
x 6'-8
"
D
1
4
2'
-
8
"
x
6'
-
8
"
D13
2'-8
"
x 6'-8
"
D14
2'-8" x 6'-8"D15
2'-4" x 6'-8"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
5
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D12
2'-6
"
x 6'-8
"
D
1
1
2'
-
6
"
x
6'
-
8
"
D13
2'-8" x 6'-8"D16
2'-4" x 6'-8"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
6
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D
1
1
2'
-
6
"
x
6'
-
8
"
D12
2'-6
"
x 6'-8
"
D
1
4
2'
-
8
"
x
6'
-
8
"
D13
2'-8
"
x 6'-8
"
D14
2'-8" x 6'-8"D15
2'-4" x 6'-8"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
5
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D12
2'-6
"
x 6'-8
"
D
1
1
2'
-
6
"
x
6'
-
8
"
D13
2'-8" x 6'-8"D16
2'-4" x 6'-8"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
6
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D
1
1
2'
-
6
"
x
6'
-
8
"
D12
2'-6
"
x 6'-8
"
D
1
4
2'
-
8
"
x
6'
-
8
"
D13
2'-8
"
x 6'-8
"
D14
2'-8" x 6'-8"D15
2'-4" x 6'-8"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
5
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D12
2'-6
"
x 6'-8
"
D
1
1
2'
-
6
"
x
6'
-
8
"
D13
2'-8" x 6'-8"D16
2'-4" x 6'-8"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
6
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D
1
1
2'
-
6
"
x
6'
-
8
"
D12
2'-6
"
x 6'-8
"
D
1
4
2'
-
8
"
x
6'
-
8
"
D13
2'-8
"
x 6'-8
"
D14
2'-8" x 6'-8"D15
2'-4" x 6'-8"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
5
2'
-
4
"
x
6'
-
8
"
D1
7
4'
x
6'
-
8
"
D00
2'-4" x 6'-8"
D12
2'-6
"
x 6'-8
"
D
1
1
2'
-
6
"
x
6'
-
8
"
D1
3
2'-
8
"
x 6'-
8
"
D142'-8"
x
6'-8"
D1
3
2'-
8
"
x 6'-
8
"
D142'-8"
x
6'-8"
D13
2'-8
"
x 6'-8
"
D142'-8"
x
6'-8"
D1
3
2'-
8
"
x 6'-
8
"
D142'-8"
x
6'-8"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
3
2'
-
8
"
x
6'
-
8
"
D1
4
2'
-
8
"
x
6'
-
8
"
D1
3
2'
-
8
"
x
6'
-
8
"
3'-2 7/16"4'5'-8 9/16"4'3'-6 13/16"2'-7 1/2"4'5'-10 21/64"4'
9'-4 57/64"5 1/2"1/2"9'-4 59/64"3 1/2"10 1/2"9'-4 57/64"3 1/2"9'-4 51/64"10 5/8"
5 1/2"5'-11 3/16"13'-2 5/8"
5 1/2"19'-1 5/16"5 1/2"19'-11 5/16"5 1/2"19'-1 5/16"5 1/2"19'-11 5/16"5 1/2"19'-1 5/16"5 1/2"19'-11 5/16"5 1/2"19'-1 13/16"5 1/2"20'-5/16"
39'-7 9/64"
19'-6 13/16"5 1/2"
15'-1 3/16"3 1/2"3'-9 1/8"10 1/2"3'-9 1/8"3 1/2"15'-45/64"10 1/2"39'-1 1/8"10 1/2"19'-1 5/16"10 1/2"19'-1 5/16"10 1/2"19'-1 5/16"10 1/2"19'-1 13/16"5 1/2"
51
'
-
6
31
/
6
4
"
5
1/
2
"
51
'
-
1
1
63
/
6
4
"
160'
3
1/
2
"
6'
-
2
17
/
6
4
"
PROVIDE FIRE RATED PLYWOOD
FOR 2HR OVERBURN PROTECTION
(TYP ALL SIDEWALLS OF POP OUT)
PROVIDE FIRE RATED PLYWOOD
FOR 2HR OVERBURN PROTECTION
(TYP ALL SIDEWALLS OF POP OUT)
MIN. 22"x30"
ATTIC ACCESS
MIN. 22"x30"
ATTIC ACCESS
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2 BED 3
CL
O
S
E
T
CLOSETCLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2BED 3
CL
O
S
E
T
CLOSET CLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2 BED 3
CL
O
S
E
T
CLOSETCLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2BED 3
CL
O
S
E
T
CLOSET CLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2 BED 3
CL
O
S
E
T
CLOSETCLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2BED 3
CL
O
S
E
T
CLOSET CLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2 BED 3
CL
O
S
E
T
CLOSETCLOSET
MASTER BED
LAUNDRY
CLOSET
M.
BATH
BATH 2
BED 2BED 3
CL
O
S
E
T
CLOSET CLOSET
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
W/H
WATER
SHUTOFF
SIMILAR
SIMILAR
11081102110111041103110611051107
R2
SCALE: 3/16" = 1'-0"1 2nd Floor Plan (1)
SCALE: 3/16" = 1'-0"2 REAR ELEVATION
TYP R2 09/18/24