HomeMy WebLinkAbout19152 PlansTHIS PROJECT SHALL COMPLY WITH THESE CODES, OR LATER EDITIONS AS
REQUIRED BY THE STATE OF MONTANA:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 UNIFORM PLUMBING CODE
2014 NATIONAL ELECTRIC CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
NO HAZARDOUS MATERIALS EXCEEDING THE LIMITS STATED IN THE 2012
INTERNATIONAL BUILDING CODE WILL BE STORED IN THIS BUILDING.
CODE REQUIREMENTS
THIS BUILDING IS NOT EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM
PER MT ADMIN RULES MODIFICATION TO IBC 2012 903.2.8-1.
1.5 SPACES PER 1 BEDROOM DWELLING (2 UNIT)=3 SPACES
3 SPACES PER 3 BEDROOM DWELLING (1 UNIT)=3 SPACES
RESIDENTIAL =6 SPACES
NON RESIDENTIAL =1 SPACE PER 250 SF FLOOR AREA OFFICE
1052 SF / 250 SF=4.2 SPACES -(10% OFFICE + 10% PUD DOCS) = 20%
4.2 SPACES X 20%= .84 =3.36 SPACES
COMMERICAL =4 SPACES
10 PARKING SPACES REQUIRED
PARKING COUNT
14 EXTG SUBDIVISION PROVIDED ON STREET PARKING
2 OFF STREET PARKING SPACES
16 TOTAL PROVIDED
BICYCLE PARKING SPOTS 10% OF 10 SPACES=1. MIN 2 PROVIDED (38.540.050.A.4)
HANDICAP SPACES REQUIRED=1 (1 VAN ACCESS W/ 8' AISLE)
PER UDO 38.540.050.A.1.b.(2)-
RESIDENCES IN MIXED USE BUILDINGS MAY COUNT ON-STREET PARKING PER
SUBSECTION 1.a.(1) AND PUD COVENANTS. ON STREET PARKING AVAILABLE FOR ALL. SEE
SITE PLAN REVIEW DOCS.
REQUIRED
PROVIDED
GROSS SQUARE FOOTAGE
BUILDING SQUARE FOOTAGE (EXT F.O.F)
MAIN FLOOR = 3048 SF (STAIRS INCLUDED)
SECOND FLOOR = 3048 SF (STAIRS INCLUDED)
TOTAL 6096 SF
SPACES (EXT F.O.F.-CENTER DEMISING WALL)
COMMERCIAL SPACE 1524 SF
PRIVATE GARAGES 1524 SF
UNIT A 681 SF
UNIT B 681 SF
UNIT C 1457 SF
COMMON 229 SF
RESIDENTIAL TOTAL 3048 SF
CH. 38 UDO NOTES
CHAPTER 38 UDO NOTES:
COMMERCIAL ZONING DISTRICTS
B-2 100% LOT COVERAGE
YARDS-FRONT 0', REAR 0', SIDE 0' (REAR YARD ADJACENT TO ALLEY
5'. PER PUD
BUILDING HEIGHT -over 3:12 44'
20' SETBACK OFF 30' ROW ALLEY FOR PARKING
TOTAL SQUARE FOOTAGE OF LOT =6023.82 SF
AREA SQUARE FOOTAGE %
BUILDING FOOTPRINT 3048 SF 50.6%
DRIVEWAY & PARKING AREA 840 SF 13.9%
PRIVATE OPEN SPACE 350 SF 5.8%
2-1 BEDROOM UNITS 100 SF X 2=200 SF
1-3 BEDROOM UNITS 150 SF X 1=150 SF
LANDSCAPING 1872 SF 31.1%
SIDEWALK 264 SF 4.4 %
PEDESTRIAN EASEMENT 751 SF 12.5%
FAR=(3048 1ST FLR,3048 2ND) 6096=1.01
(2) 1 BDRM DWELLING DENSITY 22.8%
(1) 3 BDRM DWELLING DENSITY 24.3%
LOT SF PERCENTS, DENSITY, FAR
FRONTAGE ELEVATION NOTES
STOREFRONT FRONTAGE
AWNING
60% LENGTH OF FACADE=24.9'.
29.5' PROVIDED, 5' DEEP
TRANSPARENCY
313 SF BETWEEN 2' 6"-10' 0" X 60%=187.8 SF
188 SF PROVIDED (narrowed frame of doors,
increased width of windows, increased width of
door to second floor)
SIDEWALK
12'0" MIN, 12' 9" PROVIDED
SIGNAGE AREA CALCULATIONS PER SEC. 38.560.060 400 sf max
LINEAR FEET OF BUILDING FRONTAGE=41'-6"
3sf x 25' (FIRST 25') = 75 sf
1.5sf x 16.5' (REMAINING FRONTAGE)=24.75 sf
TOTAL ALLOWABLE SIGNAGE = 99.75 sf
PROPOSED SIGNAGE AREA CALCULATIONS:
TENANT SIGNS TBD PLACED ON STOREFRONT WINDOWS
TOTAL PROPOSED ADDRESS SIGNAGE = 11.7 SF
SIGNAGE AREA CALCULATIONS
NORTH ELEVATION ONLY
VICINITY MAP
SITE LOCATION
CNST ROUTE
PUBLIC PARKLAND DEDICATION TRACKING TABLE
SUBDIVISION NAME: BAXTER MEADOWS
PROJECT NAME: LOT 3 BLK 18
CURRENT
TOTAL THIS
SUBDIVISION
THIS PROPOSAL
PREVIOUS PHASES
PHASE 1
PHASE 2A
# RESIDENTIAL UNITS PER
PHASE/LOT/SITE PLAN:
ACREAGE PARK LAND AND/OR CASH
IN LIEU REQ'D (SHOW CALCS)
VALUE OF IMPROVEMENTS IN LIEU
PROPOSED $____VS VALUE OF CODE
REQ'D. BASIC PARK IMPROVEMENTS:
$_____ATTACH SPREADSHEET
ACREAGE PARK LAND PREVIOUSLY
DEEDED TO C.O.B.
ACREAGE PARK LAND YET TO BE
CONVEYED
PARK MASTER PLAN APPROVAL DATE JULY 23, 2004
FINAL PLAT MAY
28, 2004
3 RES UNITS
X .03=.09 ACRES
155,335 SF
3.57 ACRES.582 ACRES
113 DWELLING
UNITS
26 LOTS 4.895
ACRES X 11%=
23455 SF, .538
ACRES
3 RES UNITS 26 LOTS
JULY 23, 2004
FINAL PLAT
MAY 28, 2004
Applicability to site plans. Section 38.27.020.A.2, shall not apply to subsequent site plan development located
within major subdivisions which received preliminary plat approval after July 1, 1973, and which received final
plat approval prior to October 1, 2005.
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A0-1
01.31.20
CO
V
E
R
S
H
E
E
T
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
BAXTER MEADOWS SUB. PHASE IIA-S34, T01S,R05E, BLK 18, LOT 3, PLAT J-383
PROJECT TEAM
CONTRACTOR ARCHITECTURAL
SHEET INDEX
A0-1 COVER SHEET 01.31.20
A0-2 ARCHITECTURAL NOTES, ADA COMPLIANCE &
LEGENDS
04.10.19
C1-0 SITE GRADING, DRAINAGE, & UTILITY PLAN 01.23.20
A1-1 ARCHITECTURAL SITE PLAN & SITE DETAILS 01.31.20
A1-2 LANDSCAPE PLAN, CALCS, & LEGEND 01.31.20
A3-1 FIRST FLOOR PLAN 01.31.20
A3-2 SECOND FLOOR PLAN 04.10.19
A4-1 EXTERIOR ELEVATIONS 01.31.20
A4-2 EXTERIOR ELEVATIONS 01.31.20
A4-3 EXTERIOR ELEVATIONS 01.31.20
E1-0 EXTERIOR ELECTRICAL PLAN 04.10.19
TBD
STRUCTURAL ENGINEERCIVIL ENGINEER
ELS ARCHITECTS
129 N 25TH AVE BOZEMAN,
MT 59718
PH. 406.581.1599
CONTACT: ERYN SCHWEHR
ERYN@ELSARCH.NET
WILSON ENGINEERING PLLC
THREE FORKS, MT 59752
PH. 406.579.4758
CONTACT: ED WILSON
ED@WILSONENGINEER.COM
CADDIS ENGINEERING & SURVEYING
PE & PLS
PO BOX 11805
BOZEMAN, MT 59719
PH. 406.581.4097
CONTACT: MATT COTTERMAN
MCOTTERMAN@CADDISENG.COM
THE PALOMINO AT BAXTER MEADOWS SUB.
OWNER
JJM LLC
1120 DURHAM AVE
BOZEMAN, MT 59718
PH. 406.579.9800
CONTACT: JILL MELLUM
PR
O
J
E
C
T
S
P
E
C
I
F
I
C
N
O
T
E
S
1.
DI
M
E
N
S
I
O
N
S
A
R
E
S
H
O
W
N
O
N
T
H
E
D
R
A
W
I
N
G
S
.
D
O
N
O
T
S
C
A
L
E
T
H
E
D
R
A
W
I
N
G
S.
2.
TH
E
C
O
N
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
P
R
O
V
I
D
I
N
G
A
L
L
N
E
W
M
A
T
E
R
I
A
L
S
(
UN
O
)
.
A
L
L
WO
R
K
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
B
Y
S
K
I
L
L
E
D
&
Q
U
A
L
I
F
I
E
D
W
O
R
K
M
E
N
I
N
A
C
C
O
R
DA
N
C
E
WI
T
H
T
H
E
B
E
S
T
P
R
A
C
T
I
C
E
S
O
F
T
H
E
T
R
A
D
E
S
I
N
V
O
L
V
E
D
,
&
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
BU
I
L
D
I
N
G
R
E
G
U
L
A
T
I
O
N
S
&
/
O
R
G
O
V
E
R
N
M
E
N
T
A
L
L
A
W
S
,
S
T
A
T
U
T
E
S
O
R
O
R
D
I
N
A
NC
E
S
CO
N
C
E
R
N
I
N
G
T
H
E
U
S
E
O
F
U
N
I
O
N
L
A
B
O
R
.
3.
EA
C
H
T
R
A
D
E
W
I
L
L
P
R
O
C
E
E
D
I
N
A
F
A
S
H
I
O
N
T
H
A
T
W
I
L
L
N
O
T
D
E
L
A
Y
T
H
E
T
R
AD
E
S
FO
L
L
O
W
I
N
G
T
H
E
M
.
4.
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
S
H
O
W
T
H
E
D
E
S
I
G
N
I
N
T
E
N
T
O
F
T
H
E
P
R
O
J
E
C
T
&
MA
Y
NO
T
S
H
O
W
M
I
N
O
R
D
E
T
A
I
L
S
O
F
P
R
O
P
O
S
E
D
I
N
S
T
A
L
L
A
T
I
O
N
.
T
H
E
I
N
C
L
U
S
I
O
N
O
F
T
H
E
S
E
MI
N
O
R
D
E
T
A
I
L
S
I
S
I
M
P
L
I
E
D
T
O
P
R
O
V
I
D
E
A
C
O
M
P
L
E
T
E
P
R
O
J
E
C
T
&
A
R
E
T
O
B
E
IN
C
L
U
D
E
D
A
S
A
P
A
R
T
O
F
A
B
I
D
.
5.
AL
L
D
I
M
E
N
S
I
O
N
S
A
R
E
F
R
O
M
F
A
C
E
O
F
S
T
U
D
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
A
LL
HE
I
G
H
T
S
A
R
E
D
I
M
E
N
S
I
O
N
E
D
F
R
O
M
T
H
E
T
O
P
O
F
S
U
B
F
L
O
O
R
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
C
O
N
D
I
T
I
O
N
S
P
R
I
O
R
TO
C
O
N
S
T
R
U
C
T
I
O
N
.
6.
IT
I
S
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
I
N
S
P
E
C
T
E
X
I
S
T
I
N
G
C
O
N
D
I
TI
O
N
S
P
R
I
O
R
TO
P
R
O
C
E
E
D
I
N
G
W
I
T
H
E
A
C
H
I
N
S
T
A
L
L
A
T
I
O
N
O
R
P
A
R
T
O
F
T
H
E
W
O
R
K
.
D
I
S
C
RE
P
A
N
C
I
E
S
MU
S
T
B
E
R
E
P
O
R
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
P
R
I
O
R
T
O
P
R
O
C
E
E
D
I
N
G
.
7.
AL
L
W
O
R
K
S
H
A
L
L
B
E
E
R
E
C
T
E
D
&
I
N
S
T
A
L
L
E
D
P
L
U
M
B
,
L
E
V
E
L
,
S
Q
U
A
R
E
,
T
R
U
E
&
I
N
PR
O
P
E
R
A
L
I
G
N
M
E
N
T
.
8.
TH
E
D
E
S
I
G
N
,
A
D
E
Q
U
A
C
Y
&
S
A
F
E
T
Y
O
F
E
R
E
C
T
I
O
N
B
R
A
C
I
N
G
,
S
H
O
R
I
N
G
,
T
E
M
PO
R
A
R
Y
SU
P
P
O
R
T
S
E
T
C
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
&
H
A
S
N
O
T
B
E
E
N
CO
N
S
I
D
E
R
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
O
R
A
R
C
H
I
T
E
C
T
.
T
H
E
C
O
N
T
R
A
C
T
O
R
I
S
R
E
S
PO
N
S
I
B
L
E
FO
R
T
H
E
S
T
A
B
I
L
I
T
Y
O
F
T
H
E
S
T
R
U
C
T
U
RE
P
R
I
O
R
T
O
T
H
E
C
O
M
P
L
E
T
I
O
N
O
F
A
LL
S
H
E
A
R
WA
L
L
S
,
R
O
O
F
&
F
L
O
O
R
D
I
A
P
H
R
A
G
M
S
&
F
I
N
I
S
H
M
A
T
E
R
I
A
L
S
.
9.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
D
I
S
T
R
I
B
U
T
I
O
N
O
F
D
R
A
W
I
N
G
S
&
/
O
R
SP
E
C
I
F
I
C
A
T
I
O
N
S
,
I
N
C
L
U
D
I
N
G
A
L
L
U
P
D
A
T
E
S
&
A
D
D
E
N
D
A
,
T
O
T
H
E
T
R
A
D
E
S
UN
D
E
R
TH
E
I
R
J
U
R
I
S
D
I
C
T
I
O
N
.
10
.
TH
E
C
O
N
T
R
A
C
T
O
R
I
S
T
O
C
O
O
R
D
I
N
A
T
E
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
M
A
T
E
R
I
A
L
S
&
W
O
R
K
O
F
OT
H
E
R
S
W
H
O
A
R
E
N
O
T
S
U
B
‐CO
N
T
R
A
C
T
O
R
S
T
O
T
H
E
G
C
,
Y
E
T
A
R
E
R
E
Q
U
I
R
E
D
I
N
PR
O
V
I
D
I
N
G
A
C
O
M
P
L
E
T
E
D
P
R
O
J
E
C
T
.
A
R
E
A
S
O
F
W
O
R
K
R
E
Q
U
I
R
I
N
G
C
O
O
R
D
I
N
AT
I
O
N
IN
C
L
U
D
E
B
U
T
A
R
E
N
O
T
L
I
M
I
T
E
D
T
O
T
H
O
S
E
I
N
D
I
C
A
T
E
D
A
S
N
I
C
O
N
T
H
E
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
11
.
RE
F
E
R
T
O
S
T
R
U
C
T
U
R
A
L
,
M
E
C
H
A
N
I
C
A
L
&
E
L
E
C
T
R
I
C
A
L
D
R
A
W
I
N
G
S
F
O
R
C
O
O
R
D
IN
A
T
I
O
N
OF
W
O
R
K
.
12
.
IN
T
H
E
C
A
S
E
O
F
C
O
N
T
R
A
D
I
C
T
I
O
N
S
B
E
T
W
E
E
N
D
R
A
W
I
N
G
S
O
R
B
E
T
W
E
E
N
D
R
A
W
I
NG
S
&
SP
E
C
I
F
I
C
A
T
I
O
N
S
,
A
S
S
U
M
E
T
H
E
M
O
R
E
C
O
S
T
L
Y
A
P
P
R
O
A
C
H
F
O
R
B
I
D
D
I
N
G
P
U
R
P
O
S
E
S
.
BR
I
N
G
A
L
L
C
O
N
T
R
A
D
I
C
T
I
O
N
S
T
O
T
H
E
A
T
T
E
N
T
I
O
N
O
F
T
H
E
A
R
C
H
I
T
E
C
T
13
.
AL
L
W
O
R
K
&
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
G
U
A
R
A
N
T
E
E
D
A
G
A
I
N
S
T
D
E
F
E
C
T
S
F
O
R
A
PE
R
I
O
D
O
F
AT
L
E
A
S
T
O
N
E
(
1
)
Y
E
A
R
F
R
O
M
A
P
P
R
O
V
A
L
O
F
F
I
N
A
L
P
A
Y
M
E
N
T
.
14
.
ME
C
H
A
N
I
C
A
L
&
H
V
A
C
S
Y
S
T
E
M
S
T
O
B
E
D
E
S
I
G
N
E
D
&
I
N
S
T
A
L
L
E
D
B
Y
Q
U
A
L
I
F
I
ED
H
V
A
C
IN
S
T
A
L
L
E
R
.
15
.
3 ‐D
V
I
E
W
S
M
A
Y
B
E
U
S
E
D
T
H
R
O
U
G
H
O
U
T
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
3
‐D
VI
E
W
S
A
R
E
S
H
O
W
N
T
O
C
L
A
R
I
F
Y
C
O
N
D
I
T
I
O
N
S
T
H
A
T
C
A
N
N
O
T
B
E
S
H
O
W
N
I
N
O
TH
E
R
VI
E
W
S
.
3
‐D
V
I
E
W
S
M
A
Y
N
O
T
S
H
O
W
A
L
L
D
E
T
A
I
L
S
R
E
Q
U
I
R
E
D
T
O
C
O
M
P
L
E
T
E
T
H
E
A
R
E
A
.
RE
F
E
R
T
O
D
E
T
A
I
L
S
A
T
A
D
J
A
C
E
N
T
A
R
E
A
S
A
S
N
E
C
E
S
S
A
R
Y
O
R
A
S
K
T
H
E
A
R
C
H
IT
E
C
T
P
R
I
O
R
TO
B
I
D
D
I
N
G
.
GE
N
E
R
A
L
N
O
T
E
S
1.
D
I
M
E
N
S
I
O
N
S
A
R
E
S
H
O
W
N
O
N
T
H
E
D
R
A
W
I
N
G
S
.
D
O
N
O
T
S
C
A
L
E
T
H
E
DR
A
W
I
N
G
S
.
2.
T
H
E
C
O
N
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
P
R
O
V
I
D
I
N
G
A
L
L
N
E
W
M
A
T
E
R
I
A
L
S
(U
.
N
.
O
.
)
A
L
L
W
O
R
K
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
B
Y
S
K
I
L
L
E
D
A
N
D
Q
U
A
L
I
F
I
E
D
WO
R
K
M
E
N
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
B
E
S
T
P
R
A
C
T
I
C
E
S
O
F
T
H
E
T
R
A
D
E
S
IN
V
O
L
V
E
D
,
A
N
D
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
B
U
I
L
D
I
N
G
R
E
G
U
L
A
T
I
O
N
S
A
N
D
/
O
R
GO
V
E
R
N
M
E
N
T
A
L
L
A
W
S
,
S
T
A
T
U
T
E
S
O
R
O
R
D
I
N
A
N
C
E
S
C
O
N
C
E
R
N
I
N
G
T
H
E
U
S
E
O
F
UN
I
O
N
L
A
B
O
R
.
3.
E
A
C
H
T
R
A
D
E
W
I
L
L
P
R
O
C
E
E
D
I
N
A
F
A
S
H
I
O
N
T
H
A
T
W
I
L
L
N
O
T
D
E
L
A
Y
T
H
E
TR
A
D
E
S
F
O
L
L
O
W
I
N
G
T
H
E
M
.
4.
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
S
H
O
W
T
H
E
D
E
S
I
G
N
I
N
T
E
N
T
O
F
T
H
E
P
R
O
J
E
C
T
&
MA
Y
N
O
T
S
H
O
W
M
I
N
O
R
D
E
T
A
I
L
S
O
F
P
R
O
P
O
S
E
D
I
N
S
T
A
L
L
A
T
I
O
N
.
T
H
E
I
N
C
L
U
SI
O
N
OF
T
H
E
S
E
M
I
N
O
R
D
E
T
A
I
L
S
I
S
I
M
P
L
I
E
D
T
O
P
R
O
V
I
D
E
A
C
O
M
P
L
E
T
E
P
R
O
J
E
C
T
.
5.
A
L
L
D
I
M
E
N
S
I
O
N
S
A
R
E
F
R
O
M
F
A
C
E
O
F
S
T
U
D
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
A
L
L
HE
I
G
H
T
S
A
R
E
D
I
M
E
N
S
I
O
N
E
D
F
R
O
M
T
H
E
T
O
P
O
F
S
U
B
F
L
O
O
R
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
C
O
N
D
I
T
I
O
N
S
PR
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
6.
I
T
I
S
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
I
N
S
P
E
C
T
E
X
I
S
T
I
N
G
C
O
ND
I
T
I
O
N
S
PR
I
O
R
T
O
P
R
O
C
E
E
D
I
N
G
W
I
T
H
E
A
C
H
I
N
S
T
A
L
L
A
T
I
O
N
O
R
P
A
R
T
O
F
T
H
E
W
O
R
K
.
7.
A
L
L
W
O
R
K
S
H
A
L
L
B
E
E
R
E
C
T
E
D
A
N
D
I
N
S
T
A
L
L
E
D
P
L
U
M
B
,
L
E
V
E
L
,
S
Q
U
A
R
E
,
T
R
U
E
AN
D
I
N
P
R
O
P
E
R
A
L
I
G
N
M
E
N
T
.
8.
T
H
E
D
E
S
I
G
N
,
A
D
E
Q
U
A
C
Y
A
N
D
S
A
F
E
T
Y
O
F
E
R
E
C
T
I
O
N
B
R
A
C
I
N
G
,
S
H
O
R
I
N
G
,
TE
M
P
O
R
A
R
Y
S
U
P
P
O
R
T
S
E
T
C
.
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
AC
T
O
R
AN
D
H
A
S
N
O
T
B
E
E
N
C
O
N
S
I
D
E
R
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
O
R
A
R
C
H
I
T
E
C
T
.
T
H
E
CO
N
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
S
T
A
B
I
L
I
T
Y
O
F
T
H
E
S
T
R
U
C
T
U
R
E
P
R
IO
R
T
O
TH
E
C
O
M
P
L
E
T
I
O
N
O
F
A
L
L
S
H
E
A
R
W
A
L
L
S
,
R
O
O
F
A
N
D
F
L
O
O
R
D
I
A
P
H
R
A
G
M
S
A
ND
FI
N
I
S
H
M
A
T
E
R
I
A
L
S
.
9.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
D
I
S
T
R
I
B
U
T
I
O
N
O
F
D
R
A
W
IN
G
S
AN
D
/
O
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
I
N
C
L
U
D
I
N
G
A
L
L
U
P
D
A
T
E
S
A
N
D
A
D
D
E
N
D
A
,
T
O
T
H
E
TR
A
D
E
S
U
N
D
E
R
T
H
E
I
R
J
U
R
I
S
D
I
C
T
I
O
N
.
10
.
T
H
E
C
O
N
T
R
A
C
T
O
R
I
S
T
O
C
O
O
R
D
I
N
A
T
E
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
M
A
T
E
R
I
A
LS
&
WO
R
K
O
F
O
T
H
E
R
S
W
H
O
A
R
E
N
O
T
S
U
B
‐CO
N
T
R
A
C
T
O
R
S
T
O
T
H
E
G
.
C
.
,
Y
E
T
A
R
E
RE
Q
U
I
R
E
D
I
N
P
R
O
V
I
D
I
N
G
A
C
O
M
P
L
E
T
E
D
P
R
O
J
E
C
T
.
A
R
E
A
S
O
F
W
O
R
K
R
E
Q
U
I
RI
N
G
CO
O
R
D
I
N
A
T
I
O
N
I
N
C
L
U
D
E
B
U
T
A
R
E
N
O
T
L
I
M
I
T
E
D
T
O
T
H
O
S
E
I
N
D
I
C
A
T
E
D
A
S
N.
I
.
C
.
ON
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
11
.
R
E
F
E
R
T
O
S
T
R
U
C
T
U
R
A
L
,
M
E
C
H
A
N
I
C
A
L
&
E
L
E
C
T
R
I
C
A
L
D
R
A
W
I
N
G
S
F
O
R
CO
O
R
D
I
N
A
T
I
O
N
O
F
W
O
R
K
.
12
.
I
T
I
S
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
I
N
S
P
E
C
T
T
H
E
D
R
A
W
I
N
GS
A
N
D
BE
C
O
M
E
F
A
M
I
L
I
A
R
W
I
T
H
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
.
E
L
S
A
R
C
H
I
T
E
C
T
S
P
C
IS
N
O
T
L
I
A
B
L
E
F
O
R
I
N
C
I
D
E
N
T
A
L
,
C
O
N
S
E
Q
U
E
N
T
I
A
L
,
O
R
I
N
D
I
R
E
C
T
D
A
M
A
G
E
S
O
F
AN
Y
K
I
N
D
A
R
I
S
I
N
G
O
U
T
O
F
T
H
E
U
S
E
O
F
O
U
R
D
R
A
W
I
N
G
S
.
13
.
M
E
C
H
A
N
I
C
A
L
A
N
D
H
V
A
C
S
Y
S
T
E
M
S
T
O
B
E
D
E
S
I
G
N
E
D
A
N
D
I
N
S
T
A
L
L
E
D
B
Y
QU
A
L
I
F
I
E
D
H
V
A
C
I
N
S
T
A
L
L
E
R
A
N
D
P
E
R
L
O
C
A
L
R
E
G
U
L
A
T
I
O
N
S
/
C
O
D
E
S
.
14
.
3
‐D
V
I
E
W
S
M
A
Y
B
E
U
S
E
D
T
H
R
O
U
G
H
O
U
T
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
3 ‐D
V
I
E
W
S
A
R
E
S
H
O
W
N
T
O
C
L
A
R
I
F
Y
C
O
N
D
I
T
I
O
N
S
T
H
A
T
C
A
N
N
O
T
B
E
S
H
O
W
N
I
N
OT
H
E
R
V
I
E
W
S
.
3
‐D
V
I
E
W
S
M
A
Y
N
O
T
S
H
O
W
A
L
L
D
E
T
A
I
L
S
R
E
Q
U
I
R
E
D
T
O
CO
M
P
L
E
T
E
T
H
E
A
R
E
A
.
15
.
T
H
E
S
E
D
R
A
W
I
N
G
S
W
E
R
E
P
R
E
P
A
R
E
D
B
Y
E
L
S
A
R
C
H
I
T
E
C
T
S
,
P
.
C
.
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
O
F
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
.
A
S
S
U
C
H
,
T
H
E
Y
A
R
E
T
H
E
PR
O
P
E
R
T
Y
O
F
E
L
S
A
R
C
H
I
T
E
C
T
S
,
P
.
C
.
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
,
C
O
P
IE
D
O
R
US
E
D
I
N
A
N
Y
W
A
Y
W
I
T
H
O
U
T
P
R
I
O
R
A
P
P
R
O
V
A
L
F
R
O
M
E
L
S
A
R
C
H
I
T
E
C
T
S
,
P
.
C
.
20
1
6
.
1.
AL
L
E
X
T
E
R
I
O
R
W
A
L
L
S
T
O
B
E
2
X
6
'
S
@
1
6
"
O
N
C
E
N
T
E
R
U
.
N
.
O
.
2.
AL
L
I
N
T
E
R
I
O
R
W
A
L
L
S
T
O
B
E
2
X
4
'
S
@
1
6
"
O
N
C
E
N
T
E
R
U
.
N
.
O
.
3.
AL
L
I
N
T
E
R
I
O
R
W
A
L
L
S
T
O
B
E
F
I
N
I
S
H
E
D
W
I
T
H
1
/
2
"
G
W
B
U
.
N
.
O
.
S
E
E
P
L
A
N
F
O
R
BR
A
C
E
D
P
A
N
E
L
O
R
S
H
E
A
R
W
A
L
L
L
O
C
A
T
I
O
N
S
.
4.
AL
L
I
N
T
E
R
I
O
R
C
E
I
L
I
N
G
S
T
O
B
E
F
I
N
I
S
H
E
D
W
I
T
H
5
/
8
"
G
W
B
U
.
N
.
O
.
5.
AL
L
V
E
N
T
S
,
S
T
A
C
K
S
A
N
D
O
T
H
E
R
R
O
O
F
P
E
N
E
T
R
A
T
I
O
N
S
S
H
A
L
L
B
E
P
A
I
N
T
E
D
TO
MA
T
C
H
T
H
E
R
O
O
F
I
N
G
M
A
T
E
R
I
A
L
.
6.
LL
P
L
U
M
B
I
N
G
F
I
X
T
U
R
E
S
T
O
B
E
O
F
W
A
T
E
R
S
A
V
I
N
G
T
Y
P
E
(
L
O
W
F
L
O
W
,
AE
R
A
T
O
R
S
,
E
T
C
.
)
7.
IN
S
T
A
L
L
W
P
G
W
B
T
O
7
'
B
E
H
I
N
D
T
U
B
&
S
H
O
W
E
R
E
N
C
L
O
S
U
R
E
S
A
N
D
T
O
4
'
BE
H
I
N
D
T
O
I
L
E
T
S
.
8.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
B
A
C
K
I
N
G
/
B
L
O
C
K
I
N
G
A
S
R
E
Q
U
I
R
E
D
F
O
R
A
L
L
WA
L
L
M
O
U
N
T
E
D
E
Q
U
I
P
M
E
N
T
,
F
U
R
N
I
S
H
I
N
G
S
,
E
T
C
.
A
N
D
F
I
R
E
B
L
O
C
K
I
N
G
,
DR
A
F
T
S
T
O
P
P
I
N
G
A
S
R
E
Q
'
D
P
E
R
C
O
D
E
.
9.
EG
R
E
S
S
"
W
I
N
D
O
W
D
E
N
O
T
E
S
W
I
N
D
O
W
W
I
T
H
M
I
N
.
O
P
E
N
I
N
G
W
I
D
T
H
O
F
2
0
"
,
MI
N
O
P
E
N
I
N
G
H
E
I
G
H
T
O
F
2
4
"
,
M
I
N
C
L
E
A
R
O
P
E
N
A
B
L
E
A
R
E
A
O
F
5
.
7
s
q
f
t
A
N
D
FI
N
I
S
H
E
D
S
I
L
L
N
O
T
T
O
B
E
M
O
U
N
T
E
D
N
O
M
O
R
E
T
H
A
N
4
4
"
A
B
O
V
E
F
L
O
O
R
.
WI
N
D
O
W
N
O
T
A
T
I
O
N
C
O
N
T
A
I
N
I
N
G
A
"
T
"
D
E
S
I
G
N
A
T
E
S
T
E
M
P
E
R
E
D
GL
A
Z
I
N
G
.
(
R
3
1
0
)
10
.
EX
T
E
R
I
O
R
D
O
O
R
S
S
H
A
L
L
H
A
V
E
A
M
I
N
O
F
3
6
"
(
W
I
D
E
O
R
W
I
D
T
H
O
F
D
R
)
B
Y
4
4
"
DE
E
P
L
A
N
D
I
N
G
O
N
E
A
.
S
I
D
E
.
N
O
M
O
R
E
T
H
A
N
2
%
S
L
O
P
E
.
F
O
R
A
L
L
I
N
S
W
I
N
GI
N
G
DO
O
R
S
,
T
H
E
T
H
R
E
S
H
O
L
D
S
H
A
L
L
N
O
T
B
E
M
O
R
E
T
H
A
N
1
/
2
"
H
I
G
H
E
R
T
H
A
N
T
H
E
LA
N
D
I
N
G
.
11
.
EG
R
E
S
S
W
I
N
D
O
W
S
W
I
T
H
A
N
O
P
E
N
I
N
G
H
I
G
H
E
R
T
H
A
N
6
'
0
"
O
F
F
T
H
E
G
R
O
U
N
D
SH
A
L
L
H
A
V
E
T
H
E
T
O
P
O
F
S
I
L
L
2
4
"
O
F
F
T
.
O
.
F
I
N
.
F
L
R
.
O
P
E
R
A
B
L
E
W
I
N
D
O
WS
A
T
TH
I
S
H
E
I
G
H
T
C
A
N
N
O
T
O
P
E
N
M
O
R
E
T
H
A
N
4
"
W
I
T
H
C
O
N
T
R
O
L
D
E
V
I
C
E
S
.
12
.
VA
P
O
R
B
A
R
R
I
E
R
S
T
O
B
E
C
L
A
S
S
I
,
M
I
N
6
M
I
L
T
H
I
C
K
N
E
S
S
A
N
D
1
P
E
R
M
R
A
TI
N
G
OR
L
E
S
S
.
13
.
VA
P
O
R
R
E
T
A
R
D
E
R
T
O
B
E
A
M
I
N
O
F
C
L
A
S
S
I
I
O
N
T
H
E
I
N
T
E
R
I
O
R
S
I
D
E
O
F
WA
L
L
S
.
CL
A
S
S
I
I
C
O
N
S
I
S
T
S
O
F
K
R
A
F
T
F
A
C
E
D
F
I
B
E
R
G
L
A
S
S
B
A
T
T
S
.
C
L
A
S
S
I
S
H
E
E
T
PO
L
Y
E
T
H
Y
L
E
N
E
.
14
.
GE
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
E
L
E
C
T
I
N
G
T
H
E
S
I
N
G
L
E
O
R
CO
M
B
I
N
A
T
I
O
N
O
F
M
A
T
E
R
I
A
L
S
T
H
A
T
M
A
K
E
U
P
T
H
E
B
U
I
L
D
I
N
G
E
N
V
E
L
O
P
E
S
A
I
R
BA
R
R
I
E
R
.
15
.
PR
O
J
E
C
T
S
H
A
L
L
B
E
E
Q
U
I
P
P
E
D
W
I
T
H
R
A
D
O
N
C
O
N
T
R
O
L
.
G
.
C
.
T
O
E
L
E
C
T
P
A
SS
I
V
E
OR
A
C
T
I
V
E
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
.
16
.
AR
C
H
I
T
E
C
T
N
O
T
H
E
L
D
R
E
S
P
O
N
S
I
B
L
E
F
O
R
F
A
I
L
E
D
B
L
O
W
E
R
D
O
O
R
T
E
S
T
I
N
G
.
A
L
L
BL
O
W
E
R
D
O
O
R
T
E
S
T
I
N
G
G
.
C
.
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
.
CO
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
1
Vi
e
w
N
a
m
e
1/
8
"
=
1
'
-
0
"
SC
A
L
E
10
1
A
5 A3
-
8
3 A5
-
2
A 0
0
Ro
o
m
n
a
m
e
20
2
BU
I
L
D
I
N
G
S
E
C
T
I
O
N
S
SE
E
D
R
A
W
I
N
G
S
EX
:
S
H
E
E
T
A
3
‐8,
D
E
T
A
I
L
5
WA
L
L
S
E
C
T
I
O
N
S
SE
E
D
R
A
W
I
N
G
S
EX
:
S
H
E
E
T
A
5
‐2,
D
E
T
A
I
L
3
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
SE
E
D
R
A
W
I
N
G
S
EX
:
S
H
E
E
T
A
7
‐1,
D
E
T
A
I
L
4
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
SE
E
D
R
A
W
I
N
G
S
EX
:
S
H
E
E
T
A
6
‐3,
D
E
T
A
I
L
2
IN
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
SE
E
D
R
A
W
I
N
G
S
EX
:
S
H
E
E
T
A
7
‐1,
D
E
T
A
I
L
4
&
5
DO
O
R
S
Y
M
B
O
L
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
WI
N
D
O
W
S
Y
M
B
O
L
SE
E
W
I
N
D
O
W
T
Y
P
E
S
RO
O
M
S
Y
M
B
O
L
EX
:
2
0
2
‐
SE
C
O
N
D
F
L
O
O
R
GR
I
D
L
I
N
E
S
:
LE
T
T
E
R
S
L
E
F
T
T
O
R
I
G
H
T
NU
M
B
E
R
S
B
O
T
T
O
M
T
O
T
O
P
SP
E
C
I
F
I
C
F
R
A
M
I
N
G
M
E
M
B
E
R
RE
F
E
R
E
N
C
E
S
Y
M
B
O
L
S
5 A3
-
8
1
A1
0
1
SI
M
A7
‐1
4
A7
‐1
4
5
A
1
AB
B
R
E
V
I
A
T
I
O
N
S
ASSEMBLY PENETRATION SCHEDULE MARK TYPE OF ASSEMBLY FIRE RESISTANCE RATED WALLSTYPE OF PENETRATIONITEM PENETRATING THROUGH PENETRATIONPVC PIPE, 4" OR SMALLER3M BRAND SYSTEM C ‐AJ ‐2637,2 HOUR RATINGUL 1479 FIRE RESISTANCE RATED WALLS THROUGH PENETRATIONCOPPER OR STEEL PIPE, 4" OR SMALLER3M BRAND SYSTEM C ‐AJ ‐1337,2 HOUR RATINGUL 1479 FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIESTHROUGH PENETRATIONPVC PIPE, 4" OR SMALLER3M BRAND SYSTEM F ‐C ‐2024,1 HOUR RATINGUL 1479 THROUGH PENETRATION3M BRAND SYSTEM F ‐C ‐1002,1 HOUR RATINGUL 1479 THROUGH PENETRATIONPVC PIPE, 4" OR SMALLER (BRANCH PIPING)3M BRAND SYSTEM F ‐C ‐2129,1 HOUR RATINGUL 1479F1F2F3F4 F5 THROUGH PENETRATIONDUCT MAIN, DUCT TO AIR DEVICE CONNECTIONRUSKIN CFD7T RADIANT CEILING FIRE DAMPERUL 555C R8039F6 THROUGH PENETRATIONPEX PIPE, 24 ”OR SMALLER3M BRAND SYSTEM F ‐C ‐2391,1 HOUR RATINGUL 1479 F7FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIESCOPPER OR STEEL PIPE, 4" OR SMALLERPROTECTION TO BE USEDPROVIDED (UL LIST)DRAWN BY:PROJECT #:REVDESCDATEPHASEPRE SD DD CDDATE 1 2 3 4 A0‐2 04.10.19ARCHITECTURAL NOTES, ADA COMPLIANCE & LEGENDSThe Palomino 3766 EQUESTRIAN LN BOZEMAN, MT 59718 SITE PLAN REVIEW‐‐‐Author12‐14‐16 ‐‐‐‐‐‐‐SPEC SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUB FLR SUBFLOOR T TT R E A D T ALUM TUBULAR ALUMINUM T&G TONGUE AND GROVE TB TEST BORE THRU THROUGH TJI TRUSS JOIST INCORPORATED TO TOP OF TO FTG TOP OF FOOTING TOB TOP OF BEAM TOP TOP OF PLATE TOS TOP OIF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TP DISP TOILET PAPER DISPENSER TS TUBULAR STEEL TYP TYPICAL U UG UNDERGROUND UNO UNLESS NOTED OTHERWISE V FV FIELD VERIFY VAC VACUUM OUTLET VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VFY/VER VERIFY VIF VERIFY IN FIELD W W/WITH W/O WITHOUT W/R WATER RESISTANT WC WATER CLOSET WD WOOD WNDW WINDOW WP WATERPROOF WT WEIGHT WWF WELDED WIRE FABRICMECHMECHANICALMINMINIMUMMIRMIRRORMISCMISCELLANEOUSMOMASONRY OPENING MTL METAL N #N U M B E R N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE O OC ON CENTER OH OVERHEAD OPNG OPENING OPP OPPOSITE P PAF POWER ACTUATED FASTENER PART BD PARTICLE BOARD PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLWD PLYWOOD PNL PANEL PRE PREFINISHED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCHES PSL PARALLEL STRAND LUMBER PT POINT PVC POLYVINYL CHLORIDE Q QTY QUANTITY R R RADIUS, RISERS RD ROOF DRAIN RDWD REDWOOD RE REGARDING REF REFERENCE REFG REFRIGERATOR REINF REINFORCING REQD REQUIRED RES RESILENT RM ROOM RO ROUGH OPENING S SACT SUSPENDED ACOUSTICAL CEILING TILE SCHED SCHEDULE SF SQUARE FEET SG SUPPLY GRILLE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIP STRUCTURAL INSULATED PANELEJEXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION ‐ HEIGHT EQ EQUAL ETR EXISTING TO REMAIN EW/EWA EXTERIOR WALL ASSEMBLY EWC ELECTRIC WATER COOLER EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FIN FLR FINISHED FLOOR FLR FLOOR FO FACE OF FT FOOT FTG FOOTING G GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS GLU LAM or GLBGLUE LAMINATED BEAM GWB GYPSUM WALL BOARD H HD BD HARD BOARD HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HT HEIGHT HTG HEATING HVAC HEATING, VENTILATING, AIR CONDITIONING I IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR IWA INTERIOR WALL ASSEMBLY J JST JOIST JT JOINT L LB POUND LF LINEAL FEET LTWT LIGHTWEIGHT LVL LAMINATED VENEER LUMBER M MANUF MANUFACTURER MAT MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBER BOARD
A &A N D @A T
A/
C
A
I
R
C
O
N
D
I
T
I
O
N
I
N
G
AB
A
N
C
H
O
R
B
O
L
T
AC
T
A
C
C
O
U
S
T
I
C
A
L
C
E
I
L
I
N
G
T
I
L
E
AD
D
M
A
D
D
E
N
D
U
M
AD
J
A
D
J
A
C
E
N
T
AF
F
A
B
O
V
E
F
I
N
I
S
H
E
D
F
L
O
O
R
AH
U
A
I
R
H
A
N
D
L
I
N
G
U
N
I
T
AL
T
A
L
T
E
R
N
A
T
E
AL
U
M
A
L
U
M
I
N
U
M
AR
C
H
A
R
C
H
I
T
E
C
T
U
R
A
L
AS
P
H
A
S
P
H
A
L
T
B BL
D
G
B
U
I
L
D
I
N
G
BL
K
G
B
L
O
C
K
I
N
G
BO
B
O
T
T
O
M
O
F
BO
W
B
O
T
T
O
M
O
F
W
A
L
L
BT
W
N
B
E
T
W
E
E
N
BU
B
U
I
L
T
U
P
C CB
C
A
T
C
H
B
A
S
I
N
CC
C
E
N
T
E
R
T
O
C
E
N
T
E
R
CD
X
E
X
T
E
R
I
O
R
G
R
A
D
E
P
L
Y
W
O
O
D
CF
C
U
B
I
C
F
E
E
T
CH
C
H
A
N
N
E
L
CJ
C
O
N
T
R
O
L
J
O
I
N
T
CL
C
E
N
T
E
R
L
I
N
E
CL
G
C
E
I
L
I
N
G
CL
R
C
L
E
A
R
CM
U
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
CO
L
/
C
O
L
S
C
O
L
U
M
N
/
C
O
L
U
M
N
S
CO
N
C
C
O
N
C
R
E
T
E
CO
N
S
T
C
O
N
S
T
R
U
C
T
I
O
N
CO
N
T
C
O
N
T
I
N
U
O
U
S
CO
O
R
D
C
O
O
R
D
I
N
A
T
E
CT
C
E
R
A
M
I
C
T
I
L
E
CT
R
C
E
N
T
E
R
CT
R
D
C
E
N
T
E
R
E
D
D DB
L
D
O
U
B
L
E
DF
D
R
I
N
K
I
N
G
F
O
U
N
T
A
I
N
DI
A
D
I
A
M
E
T
E
R
DI
M
D
I
M
E
N
S
I
O
N
DN
D
O
W
N
DR
D
O
O
R
DS
D
O
W
N
S
P
O
U
T
DT
L
/
D
E
T
D
E
T
A
I
L
DW
G
D
R
A
W
I
N
G
E (E
)
E
X
I
S
T
E
X
I
S
T
I
N
G
EA
E
A
C
H
EI
F
S
E
X
T
E
R
I
O
R
I
N
S
U
L
A
T
I
O
N
F
I
N
I
S
H
SYSTEM
A4-2
2
A4-3
A4-12
1A
EQ
U
E
S
T
R
I
A
N
L
A
N
E
(
1
0
2
'
R
O
W
P
R
I
V
A
T
E
L
Y
MA
I
N
T
A
I
N
E
D
)
AL
L
E
Y
(
3
0
'
R
O
W
P
R
I
V
A
T
E
L
Y
M
A
I
N
T
A
I
N
E
D
)
H
1' - 0"79' - 0"
1
ASPHALT
A1-1
4
6
20' - 1 9/16"
BAXTER MEADOWS PHASE IIA
LOT 3 BLK 18
ZONING B-2 (100% LOT COVERAGE ALLOWED)
6023.82 SF
.14 AC
13
'
-
9
2
9
/
3
2
"
41
'
-
6
"
4'
-
1
0
"
A4-1 1
13
'
-
9
2
9
/
3
2
"
41
'
-
6
"
PER IBC 12' X60%=7.2' MAX AWNING
ENCROACHMENT ON RIGHT OF WAY
21' - 5 9/16"
7'
-
6
"
7'
-
6
"
ASPHALT
CONC
SIDEWALK
5' - 0"
20' - 1 9/16"
CONC
SIDEWALK
LOT 4 BLK 18
LOT 2 BLK 18
EXTG
4"SEWER
1
(N) GAS
(N) ELEC/DATA
PROPERTY LINE 100.13'
N 00DEG 18'03"W
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
N
8
9
D
E
G
4
1
'
5
7
"
E
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
N
8
9
D
E
G
4
1
'
5
7
"
E
PROPERTY LINE 100.13'
N 00DEG 18'03"W
1 OFFSTREET PARKING SPACE
1 OFFSTREET PARKING SPACE
7'
-
6
"
15
'
-
1
2
9
/
3
2
"
7'
-
7
2
9
/
3
2
"
7'
-
6
"
15
'
-
1
2
9
/
3
2
"
2
2
3
4
4
6
9
2
4 6 9 3
P
G
C
P
C
G
4
6
9
2
P
P
P
G
P
PC
PG C G
P P
5
6
7
EXISTING
PARKING
SPACES
EDGE IF EXISTING
ASPHALT
8
REAR SETBACK
5' - 0"
9
101010104'
-
1
0
"
6'
-
2
"
13
'
-
1
0
"
28' - 6"7' - 0"
GARAGE SETBACK
20' - 0"SEE CIVIL SITE
PLAN FOR
ADDT'L INFO
A1-2
2
1" / 12"
roof outline above
6'
-
0
"
29
'
-
6
"
6'
-
0
"
4'
-
1
0
"
11
7'
-
6
"
7'
-
6
"
1 5 ' U T I L I T Y & P E D E S T R I A N T R A I L E A S E M E N T
1 5 ' - 0 "
1 2 ' - 8 "
1
28' - 6"7' - 0"
EXTG 2"
WATER
SL
O
P
E
1
/
8
"
:
1
2
"
ASPHALT PAD
6 CU. YD
CONTAINER
HEAVY DUTY HINGE
W/ 225 DEGREE
OPERATIONS,
DESIGNED TO CARRY
GATE WEIGHT
8"X 8" X 16" SPLIT FACE
CMU-GRAY
3" DIA. x 36" HIGH STL PIPE
BOLLARDS
6"
5'
-
0
"
6"
6'
-
0
"
PIVOTING LATCH CHANNEL FORMED FROM SQ.
TUBE. LOOP HANDLE AND BOLT PIVOT
MIN BETWEEN JAMBS
10' - 0"
1 0 ' - 0 "
4' - 0"
6 "
4" TAPERED PRECAST CONC CAP
METAL TO MATCH BLDG'S
SECOND FLR
12' - 0"
BLACK 2X2 HSS FRAMEWORK
DARK GRAY CORRUG METAL SHED
ROOF MATCH BLDG 1:12 PITCH
*COLOR-BLACK
DESIGN BASED ON SALISBURY INDUSTRIES
REGENCY DECORATIVE CBU-3312R. 12 MAIL
COMPARTMENTS
W/ 1 PARCEL LOCKER AND OUTGOING MAIL
SLOT. TYP OF 2
COLOR BRONZE. FRONT ACCESS
MAILBOXES TO BE ADDED IF NO VACANT
BOXES AT SUBDIVISION MAIL DROP.
3"W x 6'L x 4" THICK CONCRETE PAD.
OVER ENG. GRAVEL
GENERAL SITE NOTES
SITE NOTES:
1. SUBDIVISION MAILBOX LOCATED AT XXXX
2. LESS THAN ONE ACRE NO SWP REQ'D. ok BY MT DEQ IN FINAL PUD
3. TEMPORARY CONSTRUCTION FACILITIES AND STAGING WILL TAKE
PLACE IN PARKING STALL AREAS WITH DRIVE AISLE TO REMAIN OPEN
4. A ROLL OFF DUMPSTER WILL BE PROVIDED FOR ALL
CONSTRUCTION DEBRIS AND WASTE MATERIALS TO GO IN.
5. PER CITY OF BOZEMAN PLANNING DEPT ON 8/11/2016 RE:
STATUS OF 2A P.U.D. "HOMEOWNERS DOCUMENTATION AND
DESIGN GUIDELINES CONTAIN ALL ELEMENTS IN PUD ON RECORD
IN THEIR OFFICE. FOLLOW THOSE GUIDELINES TO BE IN
COMPLIANCE." SEE SITEPLAN REVIEW BINDER
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A1-1
01.31.20
AR
C
H
I
T
E
C
T
U
R
A
L
S
I
T
E
P
L
A
N
&
SI
T
E
D
E
T
A
I
L
S
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-3/16" = 1'-0"A1-1
1 SITE PLAN
1/4" = 1'-0"A1-1
4 TRASH ENCLOSURE
1/2" = 1'-0"A1-1
2 BIKE RACK
1/4" = 1'-0"A1-1
3 ELEVATION @ MAILBOXES
SITE KEY NOTES
# CONTENT
1 BIKE RACK. SEE DETAIL
2 FLUSH CHANNEL DRAIN, HIGH HEEL RATED
3 361 SF PROVIDED. SIZE FOR "350 SF (2) 1 BEDROOM,
(1) 3 BEDROOM UNITS"
4 GAS/ELEC METERS SEE C1-0 FOR INFO
5 36" TREE GRATE, TYP OF (2) SEE DETAIL ON A1-2
6 (3) OUTDOOR AC UNITS
7 TRASH ENCLOSURE, SEE DETAIL THIS SHEET
8 6X6 TRANSFORMER PAD
9 EXISTING RAMP & SIDEWALK, SEE C1-0
10 PROVIDE SPLASH BLOCK AT THE BOTTOM OF EACH
DOWNSPOUT, TYP. OF 8
11 SIDEWALK
N
1. IRRIGATION PROVIDED WITH AUTOMATIC DRIP SYSTEM @ PLANTINGS
2. TREES NOT PLANTED IN SHRUB OR PLANTING BEDS SHALL HAVE A 18" DIAMETER ORGANIC MULCH RINGS AROUND BASE
AND REQUIRE MINIMUM 1 GALLON OF WATER/WEEK
3. ALL NEW LAWN AREAS SHALL BE SOD FROM A LOCALLY GROWN SOURCE AND REQUIRES 1/2"-1" OF WATER/WEEK
4. NO TREE SHALL BE PLANTED WITHIN 10' OF WATER OR SEWER LINES.
5. STANDARD TREE PROTECTION MEASURES, INCLUDING 4' HIGH ORANGE BARRIER FENCING INSTALLED AT TREE'S DRIP LINE.
6. ALL SHRUB PLANTING WILL BE ROCKED WITH 2-4" OF 2" LANDSCAPE ROCK INSTALLED OVER WEED FABRIC
7. TREES TO BE DRIP IRRIGATED AT 5 GAL. PER TREE 3 TIMES/WEEK. TOTAL WEEKLY WATER REQUIREMENT IS 75 GAL/WEEK
8. ALL SHRUBS TO BE DRIP IRRIGATED WITH 2 GAL. PER SHRUB 3 TIMES/WEEK. TOTAL WEEKLY WATER REQUIREMENT IS 36
GAL/WEEKGALLONS PER WEEK
9. ALL LANDSCAPE BEDS ARE TO BE EDGED WITH STEEL LANDSCAPE EDGING UNLESS BORDERED BY HARDSCAPE (CONCRETE,
ASPHALT).
LANDSCAPING NOTES:
LANDSCAPE POINTS REQUIRED = 23 PER TABLE 38.550.060.I
BLVD TREES 1 PER 50' =1 TREES (38.550.050.E.1) P.U.D. MASTER PLAN 2" caliper
2 SETBACK YARDS LANDSCAPED TABLE 38.550.060-2 10 POINTS
75% OF PLANTINGS DROUGHT TOLERANT FOLLOWING 38.26.060 B.1.C 5 POINTS(38.550.060.B.I.c)
2 PTS PER 1 % OF LOT COVERED IN PEDESTRIAN FACILITIES 8 POINTS (261 sf/ 6024sf=4.3% 4 x2=8 max OPEN SPACE
SEATING AREA)
23 POINTS
LANDSCAPING POINTS:
HONEYLOCUST -LARGE CANOPY
(GLEDITSIA TRIACANTHOS VAR. INERMIS)
LANDSCAPING LEGEND
COMMON NAME
(SCIENTIFIC NAME)
SYMBOL PLANTING SIZE MATURE
HGT.
KARL FOERSTER FEATHER REED GRASS
(CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER')
AMUR MAPLE -ORNAMENTAL TREE
(ACER GINNALA)
10-15' FT.1" CALIPER
#
JAPANESE ROSE
(ROSA RUGOSA 'ALBA' )
2 GAL. POT 3'-5' FT.
COTONEASTER
(COTONEASTER FRIGIDUS)
2 GAL POT
4' FT.
3' FT.
1.5-2" CALIPER 50 FT.1
FLOWERING CRABAPPLE -ORNAMENTAL TREE
(MALEUS FLORIBUNDA 'SNOWWHITE' FRUITLESS)
1" CALIPER
2 GAL POT
20' FT.2
DROUGHT
TOLERANT
NO
2
8
4
11
NO
YES
YES
YES
YES
BIG BLUESTEM
(ANDROPOGON GERARDII VITMAN)
2 GAL. POT 3' FT.12 YES
HONEYSUCKLE (ORANGE)
(LONICERA CILIOSA)
2 GAL. POT 15' FT.2 YES
JUNIPER 'MEDORA'
(JUNIPERUS SCOPULORUM
1 GAL. POT 10'10 YES
3
F
E
E
T
3 FEET
TERRA FIRMA CAST IRON TREE GRATE-TF8-2011
EQ
U
E
S
T
R
I
A
N
L
N
PROPERTY LINE 100.13'
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
PROPERTY LINE 100.13'
BAXTER MEADOWS PHASE IIA
LOT 3 BLK 18
ZONING B-2 (100% LOT COVERAGE ALLOWED)
6023.82 SF
.14 AC
1
2
3
4
5
5
5
66
6
(N) GAS
(N) ELEC/DATA
P
G
C
P
C
G
P
P
P
G
P
PC
PG C G
P P
EXTG
4"SEWER
EXTG 2"
WATER
16
'
-
1
2
5
/
3
2
"
7 7
5' - 0"
NOTE:
SNOW REMOVAL WILL BE HAULED OFF SITE
4
6
9
2
4 6 9 3
UTILITY & PEDESTRIAN TRAIL
EASEMENT (15')
REAR SETBACK
5' - 0"
GARAGE SETBACK
20' - 0"
11
1
1
1
AL
L
E
Y
(
3
0
'
R
O
W
P
R
I
V
A
T
E
L
Y
M
A
I
N
T
A
I
N
E
D
)
LOT 2 BLK 18
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
N
8
9
D
E
G
4
1
'
5
7
"
E
PR
O
P
E
R
T
Y
L
I
N
E
6
0
.
1
6
'
N
8
9
D
E
G
4
1
'
5
7
"
E
PROPERTY LINE 100.13'
N 00DEG 18'03"W
T.O.SUB. FLR @ MAIN FLR
100' -0"
PLANT PER LANDSCAPE LEGEND
2"X2" TUBE STL
PAINT BLK
4" STANDOFFS FROM WALL
14
'
-
0
"
6' - 0"
3'
-
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
6
"
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A1-2
01.31.20
LA
N
D
S
C
A
P
E
P
L
A
N
,
C
A
L
C
S
,
&
LE
G
E
N
D
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
1/2" = 1'-0"A1-2
1 Tree Grate
3/16" = 1'-0"A1-2
3 LANDSCAPE PLAN N
LANDSCAPING KEY NOTES
# CONTENT
1 PEDESTRIAN TRAIL. 5' WIDE CONC SIDEWALK TO BE
CONSTRUCTED BY OWNER TO CITY STANDARDS.
BUILDER TO OBTAIN NECESSARY CITY OF BOZEMAN
PERMITS.
2 RANDOM CONCRETE PAVERS W/ CRUSHED GRANITE
BETWEEN. SIZE FOR "350 SF (2) 1 BEDROOM, (1) 3
BEDROOM UNITS"
3 MIN 1.5" CALIPER BOULEVARD TREE TYP OF (2) PER
UDO 38.26.050
4 60" OUTDOOR BENCH TYP OF 2
5 2-4" LANDSCAPE ROCK OVER WEED FABRIC, TYP.
6 STEEL LANDSCAPE EDGING
7 TRELLIS-BLACK PAINTED STEEL AND HONEYSUCKLE
VINE
1/4" = 1'-0"A1-2
2 TRELLIS ELEVATION
LANDSCAPE DESIGN
ELS ARCHITECTS
129 N 25TH AVE BOZEMAN,
MT 59718
PH. 406.581.1599
CONTACT: ERYN SCHWEHR
ERYN@ELSARCH.NET
LANDSCAPE DESIGNER FOR
16 YEARS
OWNER
JJM LLC
1120 DURHAM AVE
BOZEMAN, MT 59718
PH. 406.579.9800
CONTACT: JILL MELLUM
A4-2
2
A4-3
A4-12
1
A
79' - 0"
H
1
1'
-
4
"
4'
-
8
"
29
'
-
6
"
4'
-
8
"
1'
-
4
"
1
A4-5
1
A4-5
6
2
GAS/ELEC METERS
A4-1 1
37' - 5 3/4"
G
1' - 4"
4'
-
8
"
5'
-
2
3
/
4
"
5'
-
3
1
/
2
"
8'
-
5
1
/
4
"
8'
-
5
1
/
4
"
5'
-
3
1
/
2
"
5'
-
2
3
/
4
"
1' - 4"4' - 8"4' - 8"1' - 4"
41
'
-
6
"
1' - 4"4' - 8"28' - 6"10' - 0"28' - 6"4' - 8"1' - 4"
524 SF
OFFICE 'A'
102
522 SF
OFFICE 'B'
101
708 SF
GARAGE 'B'
104
710 SF
GARAGE 'A'
103
48 SF
RR 'A'
106
38 SF
MECH 'A'
105
NOTE: ROOM SQ FT ARE TO FIN. F.O.W.
148 SF
STAIRS
100
5'
-
1
1
/
4
"
14' CLG
14' CLG
14' CLG
14' CLG
5
B
6' - 9 3/16"
3
C F
4
D E
6' - 5 1/4"
48 SF
RR 'B'
107
37 SF
MECH 'B'
108
13
'
-
0
"
3'
-
6
"
1'
-
1
1
3
/
4
"
11
'
-
0
1
/
4
"
5' - 0"6' - 0"6' - 6"6' - 0"5' - 0"6' - 6"3' - 0"9' - 6"3' - 0"6' - 6"
6'
-
0
"
29
'
-
6
"
6'
-
0
"
1'
-
6
"
3'
-
0
"
1'
-
6
"
2'
-
0
"
10
'
-
0
"
5'
-
6
"
10
'
-
0
"
2'
-
0
"
1'
-
6
"
3'
-
0
"
1'
-
6
"
18
'
-
8
3
/
4
"
6' - 10"30' - 4 1/4"
100
10
7
10
8
10
3
O
H
D
10
4
O
H
D
2' - 8"1' - 0"
5' - 0"
G6
G6
RISERS @
TREADS @
6 31/32"27
11"19
2
A4-4
2
A4-4
28' - 6"10' - 0"28' - 6"
5'
-
1
1
/
4
"
4'
-
1
0
3
/
4
"
30' - 4 1/4"
E E G G
10
6
103A
104A
104
103
10
5
101
1
1
2
3
2
3
4
SLOPE 1/8":12"
SLOPE 1/8":12"
6' - 6"3' - 0"9' - 6"3' - 0"6' - 6"5' - 0"6' - 0"6' - 6"6' - 0"5' - 0"
E E G G
E3
I1
I8
I6
I4
I2
I1
E4E4 E4 E3E4E3
E4
E3
E4
E3
E1 E4 E1 E4 E1 E4 E1 E4 E1
E3
E4
E3
E4
E3
I1
I1
I8
I6
I4
I1
I1
2
A4-5
2
A4-5
T.O. SUB FLR = 100'-0"
3
A5-0
2
A6-1
A1-2
2
10
2
A
F2
2' - 9 1/16"
GROSS SQUARE FOOTAGE
BUILDING SQUARE FOOTAGE (EXT F.O.F)
MAIN FLOOR = 3048 SF (STAIRS INCLUDED)
SECOND FLOOR = 3048 SF (STAIRS INCLUDED)
TOTAL 6096 SF
SPACES (EXT F.O.F.-CENTER DEMISING WALL)
COMMERCIAL SPACE 1524 SF
PRIVATE GARAGES 1524 SF
UNIT A 681 SF
UNIT B 681 SF
UNIT C 1457 SF
COMMON 229 SF
RESIDENTIAL TOTAL 3048 SF
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A3-1
01.31.20
FI
R
S
T
F
L
O
O
R
P
L
A
N
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
1/4" = 1'-0"A3-1
1 MAIN FLOOR PLANN
ROOM SCHEDULE (NET SF, FIN. FACE OF WALL)
Number Name Occupancy Area
100 STAIRS COMMON 148 SF
101 OFFICE 'B'COMMERCIAL 'B' 522 SF
102 OFFICE 'A'COMMERCIAL 'B' 524 SF
103 GARAGE 'A'PRIVATE GARAGE 'S2' 710 SF
104 GARAGE 'B'PRIVATE GARAGE 'S2' 708 SF
105 MECH 'A'MECHANICAL 38 SF
106 RR 'A'COMMERCIAL 'B' 48 SF
107 RR 'B'COMMERCIAL 'B' 48 SF
108 MECH 'B'MECHANICAL 37 SF
201 UNIT 'A'RESIDENTIAL 'R' 614 SF
202 UNIT 'B'RESIDENTIAL 'R' 614 SF
203 UNIT 'C'RESIDENTIAL 'R' 1351 SF
204 HALL 119 SF
Grand total: 13
PLAN KEY NOTES
# CONTENT
1 CEILING MOUNTED HEATERS ON T-STAT
2 2 HR SEPERATION WALL W/ 2X4 PLUMBING FUR WALL,
TO RUN LINES DOWN INTO CRAWL SPACE FROM
SECOND FLOOR
3 24" X 30" CRAWL SPACE ACCESS
4 (3) OUTDOOR AC UNITS, SEE SITE PLAN
A4
-2
2A4
-3
A4 -1 2
1
A
H
1
1
A4
‐
5
1
A4
‐
5
1'
‐
4
"
4'
‐
8
"
28
'
‐
6
"
10
'
‐
0
"
28
'
‐
6
"
4' ‐ 8"1' ‐ 4"
62A4
-1
1
G
20
'
‐
7
1
/
1
6
"
6'
‐
5
1
/
2
"
3
'
‐
8
"
12
'
‐
1
0
"
1
3
'
‐
4
1
/
4
"
5'
‐
1
"
29
'
‐
5
"
4'
‐
3
3
/
4
"
61
4
S
F
UN
I
T
'
B
'
20
2
1351 SFUNIT 'C'203
5'
‐
0
"
66
"
PR
O
J
E
C
T
N
O
T
E
S
:
1.
EL
E
C
B
A
S
E
B
O
A
R
D
H
E
A
T
I
N
G
T
Y
P
@
R
E
S
I
D
E
N
T
I
A
L
U
N
I
T
S
2.
LO
O
K
A
T
Q
U
A
K
E
R
W
I
N
D
O
W
S
W
/
P
T
A
C
U
N
I
T
I
N
T
H
E
M
A
S
O
P
T
I
O
N
3.
RO
O
M
S
Q
.
F
O
O
T
A
G
E
I
S
F
R
O
M
I
N
S
I
D
E
F
A
C
E
O
F
F
I
N
G
W
B
2
'
‐
0
"
1
2
'
‐
1
1
/
4
"
4'
‐
0
"
6'
‐
0
"
4'
‐
9
"
RI
S
E
R
S
@
TR
E
A
D
S
@
6
3
1
/
3
2
"
27
11
"
19
2
0
2
A
2
0
2
D
20
2
B
2
0
3
B
20
3
20
2
F
61
4
S
F
UN
I
T
'
A
'
20
1
1
8
'
‐
8
3
/
4
"
10
'
‐
1
"
13
'
‐
1
"
5
B
3
C
F
4
D
E
2'
‐
1
0
"
4'
‐
3
3
/
4
"
1
1
'
‐
9
7
/
8
"
8'
‐
1
1
/
2
"
5'
‐
0
"
66
"
2
0
1
A
2
0
1
D
20
1
B
2'
‐
1
0
"
1
2
'
‐
1
1
/
4
"
2
'
‐
0
"
4
1
'
‐
6
"
79
'
‐
0
"
2
'
‐
0
"
9
'
‐
0
"
7
'
‐
6
"
9
'
‐
0
"
2
'
‐
0
"
1'
‐
4
"
4'
‐
8
"
28
'
‐
6
"
10
'
‐
0
"
28
'
‐
6
"
4' ‐ 8"1' ‐ 4"
1'
‐
6
"
4'
‐
0
"
2'
‐
9
"
3'
‐
0
"
4'
‐
0
"
3'
‐
0
"
5'
‐
9
"
3'
‐
0
"
1'
‐
6
"
2'
‐
6
"
4'
‐
0
"
6'
‐
3
"
3'
‐
0
"
6' ‐ 3"4' ‐ 0"2' ‐ 6"1' ‐ 4"4' ‐ 8"29' ‐ 6"4' ‐ 8"1' ‐ 4"2' ‐ 0"9' ‐ 0"7' ‐ 6"9' ‐ 0"2' ‐ 0"
1
'
‐
4
"
4
'
‐
8
"
2
9
'
‐
6
"
4
'
‐
8
"
1
'
‐
4
"
1'
‐
6
"
4'
‐
0
"
2'
‐
9
"
3'
‐
0
"
4'
‐
0
"
3'
‐
0
"
5'
‐
9
"
3'
‐
0
"
1'
‐
6
"
1'
‐
6
"
3'
‐
0
"
24' ‐ 0"
5
'
‐
1
1
/
4
"
5
1
/
2
"
3'
‐
3
1
/
2
"
3
'
‐
1
0
"
1
1
'
‐
9
7
/
8
"
3
'
‐
7
3
/
4
"
3
'
‐
0
"
3
'
‐
4
"
2
'
‐
1
5
/
8
"
13' ‐ 4 1/4"
10
'
‐
5
1
/
2
"
9' ‐ 0"4' ‐ 11 3/4"
2
0
3
A
5'
‐
0
"
5' ‐ 0"6' ‐ 6"2' ‐ 1 5/8"5' ‐ 0"3' ‐ 8"4' ‐ 8"3' ‐ 0"3' ‐ 6 3/4"PANTRY
5'
0
"
x
2
'
8
"
5' 0" x 2' 8"
DE
S
K
A
R
E
A
DE
S
K
A
R
E
A
11
'
‐
1
1
"
11
'
‐
1
1
"
13' ‐ 7 3/4"
5
'
‐
6
1
/
8
"
1
4
'
‐
1
1
/
8
"
2
'
‐
0
"
VAULTED CLG
9'
C
L
G
9'
C
L
G
7'
‐
6
"
2
0
3
C
203D 203E
20
3
L
2
0
3
K
203I
2
0
3
J
2
0
3
H
203F
2
0
3
G
E
Q
E
Q
D
B
G2
B
H
D
B
G2
H
HHCAC
C
F
C
11
9
S
F
HA
L
L
20
4
14
8
S
F
ST
A
I
R
S
10
0
6'
‐
0
"
2
'
‐
8
"
2'
‐
1
1
/
2
"
3'
‐
0
"
3'
‐
0
"
G
2 A4
‐
4
G G
20
1
F
E4E3
E3
E3
E4
E4 E3
E4
E3
E4
E4 E3 E3
E2
E2E4E4E3
I2
I2 I2
I2
I2
I2
I5
I7
I7
I2
I2
E4
E4
E4
E4
I5
I7
I7E3E3
E2
E2
I5
I5
I7
I5
I5
I8I7
I7
I8
E2
I8I8
I8
I8
I7 I7
2
0
2
E
20
2
C
20
2
20
1
20
1
C
2
0
1
E
11
2
2
2
33
4
2' ‐ 10"
2 A4
‐
5
2 A4
‐
5
3 A5‐0
A1
-2
2
GR
O
S
S
S
Q
U
A
R
E
F
O
O
T
A
G
E
BU
I
L
D
I
N
G
S
Q
U
A
R
E
F
O
O
T
A
G
E
(E
X
T
F
.
O
.
F
)
MA
I
N
F
L
O
O
R
=
30
4
8
S
F
(
S
T
A
I
R
S
I
N
C
L
U
D
E
D
)
SE
C
O
N
D
F
L
O
O
R
=
3
0
4
8
S
F
(
S
T
A
I
R
S
I
N
C
L
U
D
E
D
)
TO
T
A
L
60
9
6
S
F
SP
A
C
E
S
(
E
X
T
F
.
O
.
F
.
‐CE
N
T
E
R
D
E
M
I
S
I
N
G
W
A
L
L
)
CO
M
M
E
R
C
I
A
L
S
P
A
C
E
15
2
4
S
F
PR
I
V
A
T
E
G
A
R
A
G
E
S
15
2
4
S
F
UN
I
T
A
68
1
S
F
UN
I
T
B
68
1
S
F
UN
I
T
C
14
5
7
S
F
CO
M
M
O
N
22
9
S
F
RE
S
I
D
E
N
T
I
A
L
T
O
T
A
L
30
4
8
S
F
1 -HO
U
R
F
I
R
E
B
A
R
R
I
E
R
O
R
P
A
R
T
I
T
I
O
N
30
M
I
N
U
T
E
F
I
R
E
P
A
R
T
I
T
I
O
N
2 -HO
U
R
F
I
R
E
B
A
R
R
I
E
R
O
R
H
O
R
I
Z
O
N
T
A
L
B
A
R
R
I
E
R
WA
L
L
T
Y
P
E
L
E
G
E
N
D
DRAWN BY:PROJECT #:REVDESCDATEPHASEPRE SD DD CDDATE 1 2 3 4 A3‐2 04.10.19SECOND FLOOR PLANThe Palomino 3766 EQUESTRIAN LN BOZEMAN, MT 59718 SITE PLAN REVIEW‐‐‐Author12‐14‐16 ‐‐‐‐‐‐‐
N
1/
4
"
=
1
'
‐
0
"
A3
‐
21
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
RO
O
M
S
C
H
E
D
U
L
E
(
N
E
T
S
F
,
F
I
N
.
F
A
C
E
O
F
W
A
L
L
)
Nu
m
b
e
r
N
a
m
e
O
c
c
u
p
a
n
c
y
A
r
e
a
10
0
S
T
A
I
R
S
C
O
M
M
O
N
1
4
8
S
F
10
1
O
F
F
I
C
E
'
B
'
C
O
M
M
E
R
C
I
A
L
'
B
'
5
2
2
S
F
10
2
O
F
F
I
C
E
'
A
'
C
O
M
M
E
R
C
I
A
L
'
B
'
5
2
4
S
F
10
3
G
A
R
A
G
E
'
A
'
P
R
I
V
A
T
E
G
A
R
A
G
E
'
S
2
'
7
1
0
S
F
10
4
G
A
R
A
G
E
'
B
'
P
R
I
V
A
T
E
G
A
R
A
G
E
'
S
2
'
7
0
8
S
F
10
5
M
E
C
H
'
A
'
M
E
C
H
A
N
I
C
A
L
3
8
S
F
10
6
R
R
'
A
'
C
O
M
M
E
R
C
I
A
L
'
B
'
4
8
S
F
10
7
R
R
'
B
'
C
O
M
M
E
R
C
I
A
L
'
B
'
4
8
S
F
10
8
M
E
C
H
'
B
'
M
E
C
H
A
N
I
C
A
L
3
7
S
F
20
1
U
N
I
T
'
A
'
R
E
S
I
D
E
N
T
I
A
L
'
R
'
6
1
4
S
F
20
2
U
N
I
T
'
B
'
R
E
S
I
D
E
N
T
I
A
L
'
R
'
6
1
4
S
F
20
3
U
N
I
T
'
C
'
R
E
S
I
D
E
N
T
I
A
L
'
R
'
1
3
5
1
S
F
20
4
H
A
L
L
1
1
9
S
F
Gr
a
n
d
t
o
t
a
l
:
1
3
PLAN KEY NOTES #C O N T E N T 1 CEILING MOUNTED HEATERS ON T‐STAT 2 2 HR SEPERATION WALL W/ 2X4 PLUMBING FUR WALL,TO RUN LINES DOWN INTO CRAWL SPACE FROM SECOND FLOOR 3 24" X 30" CRAWL SPACE ACCESS 4 (3) OUTDOOR AC UNITS, SEE SITE PLAN
T.O.SUB. FLR @ MAIN FLR
100' -0"
T.O.SUB FLR @ SECOND FLR
115' -6 3/4"
HGT LIMIT
143' -6"
T.O. PL @ MAIN FLR
114' -0"
T.O.PL. @ SECOND FLR
124' -9 3/8"
1 62534
41' - 6"
9'
-
2
5
/
8
"
1'
-
6
3
/
4
"
14
'
-
0
"
2' - 0"1' - 4"4' - 8"29' - 6"4' - 8"1' - 4"2' - 0"
7' - 9"26' - 0"7' - 9"B.O.CLG MIN
113' -0"
7'
-
6
"
2'
-
6
"
C FF C
100
E3
E3
EXTERIOR LIGHT FIXTURE 2,
SEE CUT SHEET & EXTERIOR ELECTRICAL PLAN
1
2
3
4
7
10
8
6
5
BU
I
L
D
I
N
G
H
G
T
33
'
-
6
3
/
3
2
"
1 1/2" / 12"
T.O.SUB. FLR @ MAIN FLR
100' -0"
T.O.SUB FLR @ SECOND FLR
115' -6 3/4"
T.O. PL @ MAIN FLR
114' -0"
T.O.PL. @ SECOND FLR
124' -9 3/8"
162534
9'
-
2
5
/
8
"
14
'
-
0
"
1'
-
6
3
/
4
"
1' - 4"4' - 8"29' - 6"4' - 8"1' - 4"
41' - 6"
C A C
103OHD104OHD
E3
E3
E3
EXTERIOR LIGHT FIXTURE 1,
SEE CUT SHEET & EXTERIOR ELECTRICAL PLAN
EXTERIOR LIGHT FIXTURE 1,
SEE CUT SHEET & EXTERIOR ELECTRICAL PLAN
T.
O
.
F
N
D
T
O
C
T
R
.
13
'
-
0
"
T.
O
.
F
N
D
T
O
C
T
R
.
7'
-
1
0
"
1
2
3
4
5
9
7
10
FRONTAGE ELEVATION NOTES
STOREFRONT FRONTAGE
AWNING
60% LENGTH OF FACADE=24.9'.
29.5' PROVIDED, 5' DEEP
TRANSPARENCY
313 SF BETWEEN 2' 6"-10' 0" X 60%=187.8 SF
188 SF PROVIDED (narrowed frame of doors,
increased width of windows, increased width of
door to second floor)
SIDEWALK
12'0" MIN, 12' 9" PROVIDED
SIGNAGE AREA CALCULATIONS PER SEC. 38.560.060 400 sf max
LINEAR FEET OF BUILDING FRONTAGE=41'-6"
3sf x 25' (FIRST 25') = 75 sf
1.5sf x 16.5' (REMAINING FRONTAGE)=24.75 sf
TOTAL ALLOWABLE SIGNAGE = 99.75 sf
PROPOSED SIGNAGE AREA CALCULATIONS:
TENANT SIGNS TBD PLACED ON STOREFRONT WINDOWS
TOTAL PROPOSED ADDRESS SIGNAGE = 11.7 SF
SIGNAGE AREA CALCULATIONS
NORTH ELEVATION ONLY
ELEVATION LEGEND
HARDIE LAP CEMENT BD SIDING
SMOOTH
COLOR-PEARL GRAY
8 1/4" WIDTH, 7" EXP
7/8" 22 GA CORRUGATED METAL
WALL PANEL OR EQ
COLOR-SLATE GRAY
MASONRY
DARK GRAY, SPLIT FACE HONED,
DARK GRAY GROUT
CEDAR R.S. SIDING -CLEAR STAIN
FINISH 1X8 WIDTH, 7" EXP
7/8" 22 GA CORRUGATED
METAL ROOF PANEL OR
EQ
COLOR-SLATE GRAY
BLACK VINYLE WINDOW
DBL PANE, LOWe, CLEAR GLAZING
METAL SHEET PANEL-SLATE GRAY
STOREFRONT WDW/DR SYSTEM
ALUMINUM BLACK FRAME 2"
PROFILE, DBL PANE, LOWe, CLEAR
GLAZING
OVERHEAD DOOR-FLUSH PANEL
1
2
3
4
5
9
8
7
6
HIDDEN BOX GUTTER SYSTEM,
DOWNSPOUTS WITHIN CORNER BUILD
OUTS
10
NOTE:SEE PLANS AND 3D VIEWS
FOR LOCATIONS
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A4-1
01.31.20
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
1/4" = 1'-0"A4-1
1 NORTH ELEVATION
A4-1
3 NORTHEAST VIEW
1/4" = 1'-0"A4-1
2 SOUTH ELEVATION
T.O.SUB. FLR @ MAIN FLR
100' -0"
T.O.SUB FLR @ SECOND FLR
115' -6 3/4"
T.O. PL @ MAIN FLR
114' -0"
T.O.PL. @ SECOND FLR
124' -9 3/8"
A HG
9'
-
2
5
/
8
"
1'
-
6
3
/
4
"
14
'
-
0
"
B C FDE
79' - 0"
1' - 0"1' - 4"4' - 8"28' - 6"10' - 0"28' - 6"4' - 8"1' - 4"2' - 0"
79'X27'=2133 X .1=213.3 SF OPENINGS ALLOWED
B.O.CLG MIN
113' -0"
T .O .W D W F R A M E T Y P 2 N D F L R
8 ' - 0 "
T .O .O P E R A T I N G W D W T Y P
7 ' - 0 "
D
G2
B
H
G
H
E2
E2
E2
E2
E2
1054 sf 2nd story
105 sf openings UP, NS
104 sf shown
1104 sf 1st story
110 sf openings UP, NS
101 sf shown
G
AC AC AC
G G
E1
E E
E1
E1 E1
E1
1
2
3
4
5
7
10
82' - 0"
FRONTAGE ELEVATION NOTES
STOREFRONT FRONTAGE
AWNING
60% LENGTH OF FACADE=24.9'.
29.5' PROVIDED, 5' DEEP
TRANSPARENCY
313 SF BETWEEN 2' 6"-10' 0" X 60%=187.8 SF
188 SF PROVIDED (narrowed frame of doors,
increased width of windows, increased width of
door to second floor)
SIDEWALK
12'0" MIN, 12' 9" PROVIDED
SIGNAGE AREA CALCULATIONS PER SEC. 38.560.060 400 sf max
LINEAR FEET OF BUILDING FRONTAGE=41'-6"
3sf x 25' (FIRST 25') = 75 sf
1.5sf x 16.5' (REMAINING FRONTAGE)=24.75 sf
TOTAL ALLOWABLE SIGNAGE = 99.75 sf
PROPOSED SIGNAGE AREA CALCULATIONS:
TENANT SIGNS TBD PLACED ON STOREFRONT WINDOWS
TOTAL PROPOSED ADDRESS SIGNAGE = 11.7 SF
SIGNAGE AREA CALCULATIONS
NORTH ELEVATION ONLY
ELEVATION LEGEND
HARDIE LAP CEMENT BD SIDING
SMOOTH
COLOR-PEARL GRAY
8 1/4" WIDTH, 7" EXP
7/8" 22 GA CORRUGATED METAL
WALL PANEL OR EQ
COLOR-SLATE GRAY
MASONRY
DARK GRAY, SPLIT FACE HONED,
DARK GRAY GROUT
CEDAR R.S. SIDING -CLEAR STAIN
FINISH 1X8 WIDTH, 7" EXP
7/8" 22 GA CORRUGATED
METAL ROOF PANEL OR
EQ
COLOR-SLATE GRAY
BLACK VINYLE WINDOW
DBL PANE, LOWe, CLEAR GLAZING
METAL SHEET PANEL-SLATE GRAY
STOREFRONT WDW/DR SYSTEM
ALUMINUM BLACK FRAME 2"
PROFILE, DBL PANE, LOWe, CLEAR
GLAZING
OVERHEAD DOOR-FLUSH PANEL
1
2
3
4
5
9
8
7
6
HIDDEN BOX GUTTER SYSTEM,
DOWNSPOUTS WITHIN CORNER BUILD
OUTS
10
NOTE:SEE PLANS AND 3D VIEWS
FOR LOCATIONS
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A4-2
01.31.20
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
1/4" = 1'-0"A4-2
2 WEST ELEVATION
A4-2
3 SOUTHEAST VIEW
T.O.SUB. FLR @ MAIN FLR
100' -0"
T.O.SUB FLR @ SECOND FLR
115' -6 3/4"
T.O. PL @ MAIN FLR
114' -0"
T.O.PL. @ SECOND FLR
124' -9 3/8"
T.O.C
99' -9 3/4"
AH
79' - 0"
14
'
-
0
"
1'
-
6
3
/
4
"
9'
-
2
5
/
8
"
G BCFDE
B.O.CLG MIN
113' -0"
H H
B
G2
B
D
G
E3
E3
E3
E3E3
1' - 4"4' - 8"28' - 6"10' - 0"28' - 6"4' - 8"1' - 4"
G G E E
MIN SEPARATION
3' - 0"
1
2
3
4
5
7
82' - 0"
FRONTAGE ELEVATION NOTES
STOREFRONT FRONTAGE
AWNING
60% LENGTH OF FACADE=24.9'.
29.5' PROVIDED, 5' DEEP
TRANSPARENCY
313 SF BETWEEN 2' 6"-10' 0" X 60%=187.8 SF
188 SF PROVIDED (narrowed frame of doors,
increased width of windows, increased width of
door to second floor)
SIDEWALK
12'0" MIN, 12' 9" PROVIDED
SIGNAGE AREA CALCULATIONS PER SEC. 38.560.060 400 sf max
LINEAR FEET OF BUILDING FRONTAGE=41'-6"
3sf x 25' (FIRST 25') = 75 sf
1.5sf x 16.5' (REMAINING FRONTAGE)=24.75 sf
TOTAL ALLOWABLE SIGNAGE = 99.75 sf
PROPOSED SIGNAGE AREA CALCULATIONS:
TENANT SIGNS TBD PLACED ON STOREFRONT WINDOWS
TOTAL PROPOSED ADDRESS SIGNAGE = 11.7 SF
SIGNAGE AREA CALCULATIONS
NORTH ELEVATION ONLY
ELEVATION LEGEND
HARDIE LAP CEMENT BD SIDING
SMOOTH
COLOR-PEARL GRAY
8 1/4" WIDTH, 7" EXP
7/8" 22 GA CORRUGATED METAL
WALL PANEL OR EQ
COLOR-SLATE GRAY
MASONRY
DARK GRAY, SPLIT FACE HONED,
DARK GRAY GROUT
CEDAR R.S. SIDING -CLEAR STAIN
FINISH 1X8 WIDTH, 7" EXP
7/8" 22 GA CORRUGATED
METAL ROOF PANEL OR
EQ
COLOR-SLATE GRAY
BLACK VINYLE WINDOW
DBL PANE, LOWe, CLEAR GLAZING
METAL SHEET PANEL-SLATE GRAY
STOREFRONT WDW/DR SYSTEM
ALUMINUM BLACK FRAME 2"
PROFILE, DBL PANE, LOWe, CLEAR
GLAZING
OVERHEAD DOOR-FLUSH PANEL
1
2
3
4
5
9
8
7
6
HIDDEN BOX GUTTER SYSTEM,
DOWNSPOUTS WITHIN CORNER BUILD
OUTS
10
NOTE:SEE PLANS AND 3D VIEWS
FOR LOCATIONS
DRAWN BY:
PR
O
J
E
C
T
#
:
RE
V
DE
S
C
DA
T
E
PH
A
S
E
PR
E
SD DD CD
DA
T
E
1 2 3 4
A4-3
01.31.20
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
Th
e
P
a
l
o
m
i
n
o
37
6
6
E
Q
U
E
S
T
R
I
A
N
L
N
BO
Z
E
M
A
N
,
M
T
5
9
7
1
8
SI
T
E
P
L
A
N
R
E
V
I
E
W
---
Author
12
-
1
4
-
1
6
-
-
-
-
-
-
-
1/4" = 1'-0"A4-3
1 EAST ELEVATION
A4-3
2 NORTHEAST ARIAL
A4-3
3 SOUTHWEST ARIAL