HomeMy WebLinkAbout_The Pitt Addition Revisions and Corrections 05-23-19DARK GRAY
CMU BLOCK
2X4 WOOD SIDING
OUTSULATION
® PLUS MD
SYSTEM
-LIGHT COLOR EIFS
VERTICAL CORRUGATED
METAL SIDING (TYPICAL)
OUTSULATION
® PLUS MD
SYSTEM
-DARK COLOR EIFS
HORIZONTAL
CORRUGATED METAL
SIDING (BACK SIDE)
DARK GRAY
NOTE: REFER TO SHEET A-201
EXTERIOR MATERIALS FOR MORE
DETAIL DESCRIPTIONS AND MATERIAL
LOCATIONS.
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
PROJECT INFORMATION:
PROJECT NAME:
THE PITT TRAINING FACILITY - ADDITION
PROJECT OWNER:
DANE FLETCHER
3717 EQUESTRIAN LN.
BOZEMAN, MT 59718
PROJECT LOCATION:
3717 EQUESTRIAN LN.
BOZEMAN, MT 59718
LEGAL DESCRIPTION:
LOT 7, BLOCK 16, BAXTER MEADOWS SUBDIVISION, PHASE 2A, LOCATED IN THE SE 1/4
SEC. 34, T. 1 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
PROJECT DESCRIPTION:
ADDITION ON AN EXISTING COMMERCIAL BUILDING
APPLICABLE CODES:
2012 I.R.C., 2012 I.M.C., 2012 I.F.G.C., 2012 I.E.C.C., 2014 N.E.C.
BUILDING SQUARE FOOTAGE:
EXISTING AREA: 5,108 SQ. FT.
ADDITION AREA: 2,105 SQ. FT.
MEZZANINE AREA: 306 SQ. FT.
TOTAL FINISHED AREA: 7,519 SQ. FT.
CITY OF BOZEMAN ZONING CLASSIFICATION:
B2
OCCUPANCY:
B
CONSTRUCTION TYPE:
V-B
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
G-001
SHEET INDEX
PROJECT
DIRECTORY
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
CIVIL
Elevation Numbers
Sheet Number
ELEVATION INDICATOR:
Section Number
Sheet Number
PARTIAL SECTION:
Section Number
Sheet Number
DETAIL INDICATOR:
Section Number
Sheet Number BUILDING SECTION:
Section Number
Sheet Number
SECTION DETAIL:
DOOR OPENING: Wx
H
SYSTEM NOTE:
KEYNOTE INDICATOR:
WALL PANEL CENTERLINE:
REVISION:
ELEVATION MARK:
DRAWING BLOCK:
WINDOW LOUVER TYPE:
Sheet Number
Elevation Number
Single View
Multiple View
DRAWING BLOCK TITLE
DRAWING SCALE 2 CROSS REFERENCE
1
1
2
WALL PANEL TYPE:
NORTH INDICATOR:
P*
LEVEL DESCRIPTOR
ELEVATION HEIGHT
EQUIPMENT INDICATOR:
Section Number
Sheet Number
#L#
_#
#
#
2
F=FLOOR, P=PARTITION
W=WALL, C=CEILING, R=ROOF
ARCHITECTURAL
AS-101 ARCHITECTURAL SITE PLAN
AS-102 LANDSCAPE PLAN
A-001 ARCHITECTURAL FOUNDATION PLAN
A-101 NEW OVERALL FLOOR PLAN
A-102 NEW ADDITION FLOOR PLAN
A-111 REFLECTED CEILING PLANS
A-120 ADDITION ROOF PLAN
A-201 OVERALL EXTERIOR ELEVATIONS
A-202 ADDITION EXTERIOR ELEVATIONS
A-203 ADDITION EXTERIOR ELEVATIONS
A-204 COLORED EXTERIOR ELEVATIONS
A-205 TRANSPARENCY CALCULATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
GENERAL
G-001 SHEET INDEX PROJECT DIRECTORY
THE PITT TRAINING FACILITY -ADDITION
SITE PLAN REVIEW CORRECTIONS
Project Directory
Sheet Index
Reference Symbols
Architect:
NE45 ARCHITECTURE
1216 W. Lincoln St., Suite D
Bozeman, MT 59715
P: 406.577.2345
Tanner Skelton: tskelton@ne45arch.com
Ben Erickson: berickson@ne45arch.com
Owner:
Exterior Materials
Contractor: Mechanical:
Electrical:
Civil:
Structural:
Plumbing:
Dane Fletcher
3717 Equestrian Lane
Bozeman, MT 59718
Email upon request.
PLAN NORTH
P: 406.219.2383
PLAN NORTH
SITE LOCATION
CONTRACTOR TO COORDINATE
WITH CONSULTANT
CONTRACTOR TO COORDINATE
WITH CONSULTANT
CONTRACTOR TO COORDINATE
WITH CONSULTANT
1091 Stoneridge Drive
Bozeman, MT 59719
P: 406-587-1115
Timothy Staub: tstaub@chengineers.com
C&H Engineering and
Surveying, Inc.
Langlas & Associates, Inc.
1019 E. Main St. #101
Bozeman, MT 59715
P: 406.585.3420
1289 Stonebridge Dr #1A
Bozeman, MT 59718
P: 406.556.8600
Brian Zirbel: bzirbel@dci-engineers.com
DCI + BCE Engineers, Inc.
CONSTRUCTION ROUTE
SITE LOCATION
BOZEMAN CITY LIMITS
(TYP.)
SITE LOCATION
B2
R4
R3
R3
PLI
R3
R4
R4
R1
CITY OF BOZEMAN BOUNDARIES MAPS CITY OF BOZEMAN ZONING MAP
Landscape:
300 Calico Dr., Unit D
Bozeman, MT 59719
P: 406-587-3262
David Morrison: david@morrison-landscaping.com
Morrison Design &
Landscaping
C1.0
EQUESTRIAN LANE
CAB
A
L
L
O
A
V
E
.
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
SITE PLAN REVISIONS AND
CORRECTIONS
5/23/19
OVERALL SITE PLAN AND PROJECT INFORMATION
C1.1 OVERALL SITE PLAN AND PROJECT INFORMATION
C1.2 DETAILS
E-101 FLOOR PLAN ELECTRICAL LAYOUT DIAGRAM
E-102 RCP ELECTRIAL LAYOUT DIAGRAM
E-103 ELECTRICAL SCHEDULES AND ONE-LINE
ELECTRICAL
02-20-2019
02-20-2019
02-20-2019
05-23-2019
04-22-2019
03-06-2019
03-06-2019
03-06-2019
02-26-2019
1
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
05-23-2019
2
PROPERTY SETBACK
PROPERTY LINE 79.25'
PROPERTY LINE 79.25'
PROPERTY SETBACK
AS-101
2
EXISTING BUILDING FOOTPRINT
5,107 SQ.FT.
NEW BUILDING FOOTPRINT
2,314 SQ.FT.
NEW
CONCRETE
WALKWAY
NEW CONCRETE WALKWAY
EXISTING TURF
EXISTING TURF
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
A
N
D
FR
O
N
T
E
N
T
R
A
N
C
E
A
P
P
R
O
A
C
H
EXISTING TURF
EXISTING TURF
NEW LOCATION FOR TRASH
ENCLOSURE AND TRASH BIN
CA
B
A
L
L
O
A
V
E
N
U
E
EQUESTRIAN LANE
PR
O
P
E
R
T
Y
L
I
N
E
1
6
5
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
1
6
5
.
0
0
'
EXISTING
PLANTING
BEDS AND
PLANTING
EXISTING
PLANTING
BEDS AND
PLANTING
EXISTING
PLANTING
BEDS AND
PLANTING
ALLEY C
[N89 o41'57"E]
79.25 089 o41'57"
[N
0
o 18
'
0
3
"
W
]
16
5
.
0
0
3
5
9
o 41
'
5
7
"
[S
0
o 18
'
0
3
"
E
]
16
5
.
0
0
1
7
9
o 41
'
5
7
"
[S89 o41'57"W]
79.25 269 o41'57"
EXISTING SIDEWALK
EXISTING ON-STREET PARKING
EX
I
S
T
I
N
G
O
N
-
S
T
R
E
E
T
P
A
R
K
I
N
G
EX
I
S
T
I
N
G
O
N
-
S
T
R
E
E
T
P
A
R
K
I
N
G
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
PRIVATELY MAINTAINED
EDGE OF ALLEY PAVEMENT
10' - 0"
EDGE OF ALLEY PAVEMENT
ROOF
OVERHANG
ABOVE
EX
I
S
T
I
N
G
O
N
-
S
T
R
E
E
T
P
A
R
K
I
N
G
ADJACENT LOT LINE
VISION
TRIANGLE
BL
O
C
K
F
R
O
N
T
A
G
E
:
M
I
X
E
D
BLOCK FRONTAGE: MIXED
ROOF
OVERHANG
ABOVE
NEW ENTRY
AND AWNING
ABOVE
79' - 3"
1 6 5 ' - 0 "
S E T B A C K
5 ' - 0 "
SETBACK
5' - 0"
R .O .W .
3 0 ' - 0 "
C
3
A-301
3
A-301
BUILDING AREAS
EXISTING = 5,107 SF
NEW ADDITION = 2,314 SF
MEZZANINE = 306 SF
TOTAL = 7,728 SF
LOT INFORMATION
TOTAL LOT AREA = 13,076 SF (0.3 ACRES)
TOTAL BUILDING FOOTPRINT = 7,421 SF
LOT COVERAGE = 56%
FAR
TOTAL BUILDABLE AREA = 9,830 SF
TOTAL GROSS SF = 7,728 SF
FAR = 0.78 : 1
PARKING
EXISTING ON-STREET PARKING = 23 SPACES
ADA ACCESSIBLE PARKING = 2 SPACES
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
AS-101
ARCHITECTURAL
SITE PLAN
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
PLAN NORTH
NOTE: THIS ARCHITECTURAL SITE PLAN IS FOR
REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE
DRAWINGS FOR GRADES, UTILITIES, DIMENSIONS
AND DETAILS.
1" = 10'-0"
NEW SITE PLAN - ARCHITECTURAL 1
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. THIS ACHITECTURAL SITE PLAN IS FOR REFERENCE ONLY.
REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADES, UTILITIES,
DIMENSIONS AND DETAILS.
2. ALL UTILITIES MUST BE LOCATED BEFORE CONSTRUCTION BEGINS. REFER TO
CIVIL AND MEP CONSULTANTS.
3 REFER TO CIVIL CONSULTANT DRAWINGS FOR ALL DRAINAGE AND GRADING.
4 ALL EXISTING PARKING AND SITE DEVELOPMENT TO REMAIN. ELEMENTS ARE
SHOWN AS LIGHT GRAY.
1 MAIN ENTRY
2 EXTERIOR MECHANICAL EQUIPMENT LOCATION. PROVIDE MECHANICAL
SCREENING PER THE BAXTER MEADOWS NEIGHBORHOOD CENTER DESIGN
REVIEW BOARD.
3 PROPOSED TREE LOCATION. COORDINATE WITH CIVIL AND LANDSCAPING
CONSULTANTS
4 PROPOSED PLANTER AND ORNAMENTAL GRAS; COORDINATE WITH CIVIL AND
LANDSCAPING CONSULTANTS.
5 NEW CONCRETE SIDE WALK
6 CONCRETE PAD
7 OPTIONAL CONCRETE BENCH SEATING AREA. REFER TO STRUCTURAL FOR
DETAILS.
8 SNOW STORAGE AREA
9 EXISTING EDGE OF CONCRETE
10 EXISTING PARKING
SHEET KEYNOTES
NUMBERING IS GROUPED BY TYPE / PHASE OF WORKSHEET OF NON-ARCHITECTURAL
ITEMS OR INFORMATIONAL / INSTRUCTIONAL NOTATION.
SOME NUMBERS MAY BE SKIPPED ON ANY GIVEN DRAWING SHEET.
1/2" = 1'-0"
RELOCATED TRASH ENCLOSURE 2
EXISTING TRASH ENCLOSURE
4" SQUARE TUBE
STEEL WITH CAP
CORRUGATED GALVANIZED
STEEL FENCING. TO MATCH
THE VERTICAL METAL SIDING
THROUGHOUT THE PROJECT
PROJECT ACCESSIBILITY: THESE PLANS HAVE BEEN DESIGNED IN COMPLIANCE WITH THE ICC.A117.1 AND
THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. ADDITIONAL ACCESSIBILITY REQUIREMENT MAY ALSO
BE REQUIRED BY THE STATE OF LOCAL AUTHORITIES HAVING JURISDICTION. THE COMPLETE COMPLIANCE
OF ACCESS TO ALL ADA REQUIREMENTS AREA DESIGNED INTO THE COMPLETION OF ALL PHASES OF THE
PITT TRAINING FACILITY -ADDITION, INCLUDING EVERY ENTRY, ALL ACCESSIBLE PARKING SPACES AND
ACCESSIBLE ROUTES TO THE MAIN ENTRANCE AND A PEDESTRIAN ACCESS PATH FROM THE FUTURE
IMPROVEMENTS.
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
1
1
SYMBOL BOTANICAL NAME
COMMON NAME SIZE TYPE SPACING #MATURE
HEIGHT
MATURE
SPREAD
BETULA PAPYRIFERA*
MULTI STEM PAPER BIRCH 2.5" CAL B & B PER PLAN 2 40'-60' 25'
PAP
AMELANCHIER X ALNIFOLIA 'AUTUM BRILL'
AUTUMN BRILLANCE SERVICEBERRY 25 GAL PER PLAN 6 15'-20' 15'-25'8'
ACER TATARICUM***
TARTARIAN MAPLE B & B PER PLAN 2 15'-20' 15'-20'2.5" CAL
TAT
TREES
SHRUBS
PICEA PUNGENS GLOBOSA***
DWARF GLOBE SPRUCE 5 GAL POT PER PLAN 1 3'-4' 5'-6'
EUONYMOUS ALATUS 'COMPACTUS'
BURNING BUSH POT PER PLAN 9 6'-8' 5'-6'5 GAL
PERENNIALS & GRASSES
CALAMAGROSTIS X ACUTIFLORA***
KARL FOERESTER 1 GAL POT PER PLAN 17 3'-4'1.5'-2.5'
HELICOTRICHON SEMPERVIVENS***
BLUE OAT GRASS POT PER PLAN 14 3' 2.5'-3'1 GAL
OTHER
PIPESTONE LANDSCAPE BOULDER,
MIN 3' DIAMETER 9
1 1/2" WASHED LANDSCAPE ROCK
LANDSCAPE SOD
SF
SF
*** DROUGHT TOLERANT SPECIES
* MODERATE DROUGHT TOLERANT SPECIES
PLANT SCHEDULE
LANDSCAPE POINTS - B2 ZONING 15 POINTS REQUIRED
POINTS YARD DISTANCE COLUMN A COLUMN B
NORTH 79' 2 LARGE NON-CANOPY TREES 6 DECIDUOUS SHRUBS
2 SMALL ORNAMENTAL TREES
SOUTH 79' 4 SMALL ORNAMENTAL TREES 3 EVERGREEN SHRUBS
3 DECIDUOUS SHRUBS
6 DECIDUOUS SHRUBS
TOTAL QTY
REQUIRED
2 LARGE NON-CANOPY TREES
4 SMALL ORNAMENTAL TREES
15 DECIDUOUS SHRUBS
3 EVERGREEN SHRUBS
2 SMALL ORNAMENTAL TREES
TOTAL QTY
PROVIDED
2 LARGE NON-CANOPY TREES
4 SMALL ORNAMENTAL TREES
27 DECIDUOUS SHRUBS
3 EVERGREEN SHRUBS
2 SMALL ORNAMENTAL TREES
GREATER THAN 50% AND LESS THAN 75% OF TREES AND SHRUBS ARE DROUGHT
TOLERANT
1 POINT AWARDED FOR EACH STONE BOULDER NOT SMALLER THAN 3' IN DIAMETER
WHICH IS INTEGRATED WITH OTHER LANDSCAPING - 5 PROVIDED
10
3
5
18 TOTAL LANDSCAPE POINTS
STREET FRONTAGE LANDSCAPING
REQUIRED: ONE LARGE CANOPY TREE FOR EVERY 50 FEET OF STREET FRONTAGE
EAST YARD = 165' - 4 STREET TREES REQUIRED
SOUTH YARD = 79' - 2 STREET TREES REQUIRED
PROVIDED: 6 APPROVED STREET TREES
IRRIGATION NOTES AND SPECIFICATIONS
1. ALL VALVE BOXES TO BE STANDARD SIZE OR LARGER
2. IRRIGATION MAIN LINE TO BE 2.5" SCH 40 PVC PIPE.
3. ALL SPRAY AND ROTOR IRRIGATION HEADS TO ACHIEVE HEAD TO HEAD COVERAGE.
4. ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS EVENLY DISTRIBUTED AROUND BASE OF TREE WITH
THREE (3) EVENLY SPACED .25 GPM BUBBLER EMITTERS. TREE BUBBLER LATERALS AND VALVES ARE TO BE INSTALLED
PER IRRIGATION CONTRACTOR DISCRETION AND VERIFIED BY LA. ALL TREES TO HAVE DEDICATED BUBBLER IRRIGATION
INSTALLED PER IRRIGATION SPECIFICATIONS.
5. TREES AND SHRUBS PLACED WITHIN PLANTING BEDS AMY UTILIZE DRIP IRRIGATION ADJUSTED PER INDIVIDUAL PLANT
REQUIREMENTS.
6. ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERS EVENLY DISTRIBUTED AROUND
BASE, WITH TWO EVENLY SPACED .25 GPM EMITTERS.
7. ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIP TUBING EMITTERS ADJUSTED
PER INDIVIDUAL PLANT REQUIREMENTS. LAWN AND SEED AREAS TO BE IRRIGATED WITH SPRAY OR ROTOR OVERHEARD
IRRIGATION. ALL HEADS MUST ACHIEVE HEAD TO HEAD COVERAGE.
8. SYSTEM SHALL UTILIZE WEATHER/MOISTURE MONITOR.
9. BACKFLOW PREVENTOR AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN MECH ROOM OR APPROVED EXTERNAL
GRADEBOX, AND IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION PER LOCAL
CODES AND ORDINANCE WITH ARCHITECTURE AND ALL OTHER TRADES.
10. POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICAL ENGINEERING AND ELECTRICAL
CONTRACTION BY LANDSCAPE CONTRACTOR.
11. DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS CONSTRUCTION OR GRADE CHANGES ARE PRESENT.
12. ALL INFORMATION TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.
13. CONTRACTOR RESPONSIBILITY TO CONFIRM WATER SOURCE, VERIFY WATER PRESSURE, GPM AVAILABLE. LANDSCAPE
ARCHITECT TO BE NOTIFIED OF ANY DISCREPANCIES BETWEEN STATED WATER PRESSURE AND GPM AND ACTUAL.
14. PLAN IS DIAGRAMMATIC FOR PIPING AND LAYOUT. IRRIGATION CONTRACTOR MAY ADJUST PIPING AND LAYOUT AS
NECESSARY. ALL PIPING AND VALVES TO BE IN LAWN AREA.
15. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE & CURRENT 'AS-BUILT' IRRIGATION PLAN ON SITE AT ALL TIMES.
79' - 3"
1 6 5 ' - 0 "
S E T B A C K
2 ' - 0 "
SETBACK
10' - 0"
S E T B A C K
1 0 ' - 0 "
SETBACK
5' - 0"
PROPERTY SETBACK
PROPERTY LINE 79.25'
PROPERTY LINE 79.25'
PROPERTY SETBACK
EXISTING BUILDING FOOTPRINT
5,107 SQ.FT.
EXISTING TURF
PR
O
P
E
R
T
Y
L
I
N
E
1
6
5
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
1
6
5
.
0
0
'
VISION
TRIANGLE
SNOW
REMOVAL
STORAGE
OUTDOOR UTILITY, SITE
PLANTS ACCORDINGLY
TO AS BUILT PLACEMENT
OF UTILITES AND A/C
UNITS IN ORDER TO BEST
PROVIDE SCREENING
THREE (3) EXISTING
BLUEPOINT JUNIPERS TO
BE REPLACED AFTER
CONSTRUCTION
SEE C1.1 FOR EXTENTS OF
STORMWATER
RETENTION/DETENTION
FACILITIES. 75 PERCENT OF
SURFACE AREA MUST BE
LINED WITH NATIVE
GRASSES, WET ROOT
TOLERANT PLANT TYPES,
AND INDIGENOUS PLANTS.
WETLAND TOLERANT
SEED MIX
SEE CIVIL
S E E C I V I L
WETLAND TOLERANT
SEED MIX
BOULDER
INDIGENOUS, WETROOT
TOLERANT SHRUBS AND
TREES (TYP.)
NOTE: SEE C1.1 FOR EXTENTS OF
STORMWATER RETENTION/DETENTION
FACILITIES. 75 PERCENT OF SURFACE
AREA MUST BE LINED WITH NATIVE
GRASSES, WET ROOT TOLERANT
PLANT TYPES, AND INDIGENOUS
PLANTS.
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
AS-102
LANDSCAPE PLAN
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
04-05-19
18017
37
1
7
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
COORDINATE WITH LANDSCAPING
FOR DEMO OF EXISTING IRRIGATION
IRRIGATION LINES
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
PROPERTY OWNER:
DANE FLETCHER
3717 EQUESTRIAN LANE
406-219-2383
LANDSCAPE PLAN PREPARED BY :
DAVID MORRISON - MORRISON DESIGN AND LANDSCAPING
300 CALICO DR., UNIT D, BOZEMAN, MT
406-587-3262
1
1
1/4" = 1'-0"
TYP. SECTION OF RETENTION FACILITY2
1
1
UP
4
A-201
1
A-201 3
A-201
1 1
2 2
4 4
3 3
B
B
C
C
E
E
F
F
6' - 0" 38' - 0" 6' - 0" 2' - 0"
AS-101
2
2
A-302
2
A-302
A-102
1
10' - 2" 13' - 4"
36' - 11"
1
A-202
2
A-202
2
A-203
RECOVERY
ROOM
107
BATHROOM 2
106
BATHROOM 1
109
EXISTING BUILDING
1
A-302
1
A-302
D
D
1
A-203
9'
-
1
0
"
16
'
-
4
"
9'
-
1
0
"
NEW
EXISTING
NEW
EXISTING
1
A-303
1
A-303
36
'
-
0
"
ROOF OVERHANG ABOVE
1
1
A-204
3
A-204
2
A-204
52' - 0"
70
'
-
6
1
/
2
"
9'
-
1
0
"
16
'
-
4
"
9'
-
1
0
"
34
'
-
6
1
/
2
"
C D E
RELOCATE EXISTING
TRASH ENCLOSURE
6
8' - 0"
6' - 0" 2' - 0"
6' - 0" 38' - 0"
FLEX SPACE
103
MECH.
104
OFFICE
105
3
4
2
6
5
-
-
-
-
-
-
-
-
E-101
1
A
A
5 5
2
A-303
2
A-303
3
A-303
3
A-303
1
A-205
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-101
NEW OVERALL
FLOOR PLAN
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
1/8" = 1'-0"
FLOOR PLAN1
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITONS IN THE FIELD PRIOR TO
CONSTRUCTION AND ORDERING MATERIALS.
2. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF STUD FRAMING
/ OUTSIDE FACE OF FOUNDATION.
3. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND FACE OF STUD FRAMING.
4. REFER TO ARCHITECTURAL SHEET G-001 AND SHEET SERIES 200 EXTERIOR ELEVATIONS FOR
THE IDENTIFICATION OF VARIOUS EXTERIOR WALL VENEER MATERIAL TYPES, LOCATIONS AND
EXTENT.
5. REFER TO ARCHITECTURAL INTERIOR ELEVATION SHEET SERIES A-210 FOR CASEWORK AND
COUNTERTOP CONFIGURATIONS AND HEIGHTS.
6. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL FFE ITEMS ARE OWNER PROVIDE.
10. PROVIDE ACOUSTICAL INSULATION IN SURROUNDING RESTROOM WALLS - TYPICAL
11. PROVIDE WOOD BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, CASEWORK AND
ACCESSORIES. NO EXCEPTIONS
12. PROVIDE 3/4" PLYWOOD – COMMUNICATIONS / ELECTRICAL ROOM MOUNTING BOARD
13. ALL INTERIOR FRAMED WALL SYSEM ASSEBMPLIES TO BE TYPE P6a, P4 AND P4ww.
15. AT ALL CORRIDORS, LOBBIES, STAIRS AND COMMONS. ALL EXPOSED PARTITION ENDS, OUTSIDE
CORNERS, AND TRIMMED OPENINGS SHALL HAVE CORNER GUARDS (GYPSUM BOARD WALLS
ONLY.)
16. ALL CORRIDOR GYPSUM BOARD FACED WALLS SHALL BE 5/8" FIBER REINFORCED IMPACT
RESISTANT GYPSUM BOARD TO 8'-0" A.F.F.
18. SPECIFICATIONS REQUIRE AN INTERNAL CORNER EXPANSION JOINT AT ALL LOCATIONS IN
MASONRY VENEERS
20. ISOLATE PERIMETER OF NON-BEARING WALL BOARD PARTITIONS ON SLAB ON GRADE AT
INTERSECTIONS WITH EXTERIOR WALL AND/OR BEARING WALLS - PROVIDE 1/4" SPACE VERTICAL
SLIP JOINT TRIM EDES WITH L-TYPE EDGE TRIM AND SEAL WITH ACOUSTIC SEALANT
21 THE CONTRACT DOCUMENTS ARE COMPLEMENTARY: THE CONTRACTOR SHALL COORDINATE ALL
PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE COR FOR
RESOLUTION OF ALL DISCREPANCIES PROIR TO CONSTRUCTION.
22 LOCATE TYPICAL HINGE SIDE DOOR JAMB 4 - 4 1/2 INCHES FROM FINISH WALL TO EDGE OF DOOR
OPENING. MAINTAIN A MINIMUM FINISHED CLEARANCE OF 18 INCHES TO THE STRIKE SIDE JAMB
ON THE PULL SIDE OF ALL PUBLIC ACCESSIBLE DOORS.
23 LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE
APPROXIMATE.
LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND
24 VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY
OTHERS. ALL EQUIPMENT TO BE SELECTED BY OWNER, CONTRACTOR AND CONSULTANTS.
25 REQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER FURRING, CURBS,
ANCHORS AND INSERTS. PROVIDE ALL BASES AND BLOCKING REQUIRED OPENINGS THROUGH
FLOORS AND WALLS, ACCESS DOORS, VERIFY SIZE/LOCATION/FINISH/FIRE-RATING, ETC. AND
PROVIDE COMPLETE ALL REQUIRED OPENINGS THROUGH FLOORS AND WALLS, ACCESS DOORS,
FURRING, CURBS, ANCHORS AND INSERTS. PROVIDE ALL BASES AND BLOCKING REQUIRED FOR
ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT.
26 ALL EXTERIOR DRYVIT MUST FOLLOW MANUFACTURER INSTALLATION DETAILS AND
SPECIFICATIONS. ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. COORDINATE WITH
THE TEXTERIORS STORE WITH QUESTIONS.
27 ALL INTERIOR FLOORING MATERIAL FOR THE TRAINING FACILITY MUST FOLLOW THE
MANUFACTURER INSTALLATION DETAILS AND SPECIFICATIONS. ARCHITECTURAL DRAWINGS ARE
FOR REFERENCE ONLY. COORDINATE WITH THE NEW ENGLAND TURF STORE WITH QUESTIONS.
COLOR SELECTION BY OWNER
28 ALL ELECTRICAL OUTLET LOCATIONS ARE FOR REFERENCE ONLY. VERIFY LOCATIONS WITH AN
ELECTRICAL ENGINEER CONSULTANT.
29 ALL STRUCTURAL ELEMENTS ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS.
31 REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF SHEARWALL CONSTRUCTION WHERE
PLYWOOD IS SUBSTITUTE FOR GYPSUM SHEATHING
32 PROVIDE MANUFACTURER STANDARD FLASHING DETAILS FOR ALL EXTERIOR DOORS AND
STOREFRONT WINDOWS.
33 REFER TO SHEET SERIES A-600 FOR PROPOSED KAWNEER WINDOW AND DOOR INFORMATION.
35 ALL OUTLETS WITHIN 6' OF THE EDGE OF A SINK SHALL BE GFI PROTECTED PER NEC 210.8 (B) (5).
PLAN NORTH
1 DESCRIPTION DATE
BUILDING SQUARE FOOTAGE:
EXISTING AREA: 5,108 SQ. FT.
ADDITION AREA: 2,105 SQ. FT.
MEZZANINE AREA: 306 SQ. FT.
TOTAL FINISHED AREA: 7,519 SQ. FT .
4
A-201
1 1
2 2
4 4
3 3
B
B
C
C
E
E
F
F
2
A-302
2
A-302
1
A-202
2
A-202
2
A-203
EXISTING BUILDING
1
A-302
1
A-302
2
A-301
2
A-301
D
D
70
'
-
6
1
/
2
"
9'
-
1
0
"
16
'
-
4
"
9'
-
1
0
"
20
'
-
2
1
/
2
"
14
'
-
4
"
A-210
7
A-601 1
A-210 8
A-210
2
3' - 0" 6' - 0" 38' - 0" 6' - 0" 2' - 0"
55' - 0"
6'
-
4
1
/
2
"
3'
-
5
1
/
2
"
13
'
-
1
"
3'
-
3
"
4'
-
2
1
/
2
"
5'
-
5
"
2
1
/
2
"
4' - 7" 1' - 5" 8' - 0" 30' - 0"
14' - 0"
5' - 2" 13' - 8 1/2" 11' - 1 1/2" 2' - 7"
C D
36
'
-
0
"
9'
-
1
0
"
16
'
-
4
"
9'
-
1
0
"
E
6
4
A-210 3
W2 W2
W1 W1
W1 W1
W3 W3
W3 W3
W2 W2
W3 W3
W/D BY OWNER,
PROVIDE HOOKUPS
AND INSTALL
1
EX1
EXISTING DOOR TO
REMAIN, REVERSE
DOOR SWING
EXISTING
OVERHEAD
DOOR TO
REMAIN
1
A-203
6' - 0" 2' - 0"
52' - 0"
BATHROOM 1
109
RECOVERY
ROOM
107
BATHROOM 2
106
RECEPTION
102
W1 W1
W1 W1
W1 W1
W1.1 W1.1
W1 W1
W1 W1
W1 W1
W1 W1
W1 W1
W1 W1
CEILING
TRANSITION
ABOVE
EXISTING WALL
FINISH TO REMAIN
(TYP.)
1
A-301
1
A-301
3
4
1
RELOCATE EXISTING
TRASH ENCLOSURE
FLOOR TRANSITION (TYP.)
A-211 12 9
REF
ALL TRIM CONDITIONS TO
MATCH EXISTING (TYP.)
11
10
LIMITS OF WORK
NEW
EXISTING
NEW
EXISTING
1
A-303
1
A-303
ROOF OVERHANG ABOVE
5
3
A-204
1'
-
6
"
1'
-
6
"
EQ
EQ
2
W3 W3
6
9'
-
2
1
/
2
"
11
'
-
0
"
FLEX SPACE
103
MECH.
104
OFFICE
105
NE
W
EX
I
S
T
I
N
G
2
6
6
FUR WALL AS
NEEDED FOR W/D
HOOKUPS
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
EQ
EQ
11
'
-
7
"
5
3
6
7'
-
9
"
BE
N
C
H
W
/
C
U
B
B
I
E
S
COLD TUB,
COORD. W/
OWNER AND
MANUFACTURER
W3 W3
W3 W3
W3 W3
W1 W1
EXISTING WALL
FINISH TO
REMAIN (TYP.)
W1 W1
HOT TUB,
COORD. W/
OWNER AND
MANUFACTURER
7
-
-
-
-
-
-
ENTRY AWNING ABOVE
A
A
5
7
4
4
5
5
ALIGN DOOR W/ ENTRY DOOR
2
A-303
2
A-303
9' - 1" 4' - 11"
C O O R D . W / S H O W E R I N S E R T
3 ' - 1 "
SHOWER
INSERT
RAIN
SHOWER
HEAD
SHOWER
CURTAIN
ROD
7
FIELD VERY EXISTING
GRID LINES (TYP.)
FIELD VERY EXISTING
GRID LINES (TYP.)
W2 W2
W1 W1
W3 W3
W2 W2
W1 W1
8
7
9
10
4
6 LAUNDRY
108
A
B
8' - 11 1/2"
TRAINING AREA
100
3
A-303
3
A-303
A-211
2
1
4
3
A-211
7
8
5
6
3
A-301
3
A-301
ALIGN WALL
W/ MULLION
OF WINDOW
4 ' - 0 "
6 ' - 4 "
4 ' - 0 "
1
A-205
WALK OFF CARPET
FINISH FLOORING LEGEND
COMMERCIAL CARPET
TRAINING RUBBER FLOORING 1
TILE
TRAINING RUBBER FLOORING 2
1
2
3
4
5
EXPOSED CONCRETE SLAB 6
*ALL FLOORING TO MATCH EXISTING
WOOD COMPOSITE FLOORING 7
WALL TYPE LEGEND
W1 EXTERIOR WALL
-5/8" GWB., PAINT
-BATT INSULATION, R-13 MIN.
-2X6 WOOD STUDS, SSD
-SHEATHING, SSD
-AIR & WATER BARRIER
-CONTINUOUS 1 1/2" RIGID INSULATION, R-7.5 MIN.
-FINISH, SEE ELEVATIONS AND DETAILS
W2 INTERIOR PARTITION WALL
-5/8" GWB., PAINT
-ACCOUSTIC INSULATION
-2X6 WOOD STUDS, SSD
-5/8" GWB., PAINT
W3 INTERIOR PARTITION WALL
-5/8" GWB., PAINT
-ACCOUSTIC INSULATION
-2X4 WOOD STUDS, SSD
-5/8" GWB., PAINT
W4 INTERIOR SHEATHED PARTITION WALL
-5/8" GWB., PAINT
-1/2" SHEATHING, SSD
-ACCOUSTIC INSULATION
-2X6 WOOD STUDS, SSD
-1/2" SHEATHING, SSD
-5/8" GWB., PAINT
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-102
NEW ADDITION
FLOOR PLAN
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/4" = 1'-0"
LEVEL 1 - ADDITION1
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITONS IN THE FIELD PRIOR TO
CONSTRUCTION AND ORDERING MATERIALS.
2. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF STUD FRAMING
/ OUTSIDE FACE OF FOUNDATION.
3. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND FACE OF STUD FRAMING.
4. REFER TO ARCHITECTURAL SHEET G-001 AND SHEET SERIES 200 EXTERIOR ELEVATIONS FOR
THE IDENTIFICATION OF VARIOUS EXTERIOR WALL VENEER MATERIAL TYPES, LOCATIONS AND
EXTENT.
5. REFER TO ARCHITECTURAL INTERIOR ELEVATION SHEET SERIES A-210 FOR CASEWORK AND
COUNTERTOP CONFIGURATIONS AND HEIGHTS.
6. REFER TO REFLECTED CEILING PLANS FOR WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL FFE ITEMS ARE OWNER PROVIDE.
10. PROVIDE ACOUSTICAL INSULATION IN SURROUNDING RESTROOM WALLS - TYPICAL
11. PROVIDE WOOD BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, CASEWORK AND
ACCESSORIES. NO EXCEPTIONS
12. PROVIDE 3/4" PLYWOOD – COMMUNICATIONS / ELECTRICAL ROOM MOUNTING BOARD
13. ALL INTERIOR FRAMED WALL SYSEM ASSEBMPLIES TO BE TYPE P6a, P4 AND P4ww.
15. AT ALL CORRIDORS, LOBBIES, STAIRS AND COMMONS. ALL EXPOSED PARTITION ENDS, OUTSIDE
CORNERS, AND TRIMMED OPENINGS SHALL HAVE CORNER GUARDS (GYPSUM BOARD WALLS
ONLY.)
16. ALL CORRIDOR GYPSUM BOARD FACED WALLS SHALL BE 5/8" FIBER REINFORCED IMPACT
RESISTANT GYPSUM BOARD TO 8'-0" A.F.F.
18. SPECIFICATIONS REQUIRE AN INTERNAL CORNER EXPANSION JOINT AT ALL LOCATIONS IN
MASONRY VENEERS
20. ISOLATE PERIMETER OF NON-BEARING WALL BOARD PARTITIONS ON SLAB ON GRADE AT
INTERSECTIONS WITH EXTERIOR WALL AND/OR BEARING WALLS - PROVIDE 1/4" SPACE VERTICAL
SLIP JOINT TRIM EDES WITH L-TYPE EDGE TRIM AND SEAL WITH ACOUSTIC SEALANT
21 THE CONTRACT DOCUMENTS ARE COMPLEMENTARY: THE CONTRACTOR SHALL COORDINATE ALL
PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE COR FOR
RESOLUTION OF ALL DISCREPANCIES PROIR TO CONSTRUCTION.
22 LOCATE TYPICAL HINGE SIDE DOOR JAMB 4 - 4 1/2 INCHES FROM FINISH WALL TO EDGE OF DOOR
OPENING. MAINTAIN A MINIMUM FINISHED CLEARANCE OF 18 INCHES TO THE STRIKE SIDE JAMB
ON THE PULL SIDE OF ALL PUBLIC ACCESSIBLE DOORS.
23 LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE
APPROXIMATE.
LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND
24 VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY
OTHERS. ALL EQUIPMENT TO BE SELECTED BY OWNER, CONTRACTOR AND CONSULTANTS.
25 REQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER FURRING, CURBS,
ANCHORS AND INSERTS. PROVIDE ALL BASES AND BLOCKING REQUIRED OPENINGS THROUGH
FLOORS AND WALLS, ACCESS DOORS, VERIFY SIZE/LOCATION/FINISH/FIRE-RATING, ETC. AND
PROVIDE COMPLETE ALL REQUIRED OPENINGS THROUGH FLOORS AND WALLS, ACCESS DOORS,
FURRING, CURBS, ANCHORS AND INSERTS. PROVIDE ALL BASES AND BLOCKING REQUIRED FOR
ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT.
26 ALL EXTERIOR DRYVIT MUST FOLLOW MANUFACTURER INSTALLATION DETAILS AND
SPECIFICATIONS. ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. COORDINATE WITH
THE TEXTERIORS STORE WITH QUESTIONS.
27 ALL INTERIOR FLOORING MATERIAL FOR THE TRAINING FACILITY MUST FOLLOW THE
MANUFACTURER INSTALLATION DETAILS AND SPECIFICATIONS. ARCHITECTURAL DRAWINGS ARE
FOR REFERENCE ONLY. COORDINATE WITH THE NEW ENGLAND TURF STORE WITH QUESTIONS.
COLOR SELECTION BY OWNER
28 ALL ELECTRICAL OUTLET LOCATIONS ARE FOR REFERENCE ONLY. VERIFY LOCATIONS WITH AN
ELECTRICAL ENGINEER CONSULTANT.
29 ALL STRUCTURAL ELEMENTS ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS.
31 REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF SHEARWALL CONSTRUCTION WHERE
PLYWOOD IS SUBSTITUTE FOR GYPSUM SHEATHING
32 PROVIDE MANUFACTURER STANDARD FLASHING DETAILS FOR ALL EXTERIOR DOORS AND
STOREFRONT WINDOWS.
33 REFER TO SHEET SERIES A-600 FOR PROPOSED KAWNEER WINDOW AND DOOR INFORMATION.
35 ALL OUTLETS WITHIN 6' OF THE EDGE OF A SINK SHALL BE GFI PROTECTED PER NEC 210.8 (B) (5).
PLAN NORTH
1 DESCRIPTION DATE
BUILDING SQUARE FOOTAGE:
EXISTING AREA: 5,108 SQ. FT.
ADDITION AREA: 2,105 SQ. FT.
MEZZANINE AREA: 306 SQ. FT.
TOTAL FINISHED AREA: 7,519 SQ. FT .
CEILING SYMBOLS LEGEND
REFER TO ENGINEERING MECHANICAL, ELECTRICAL, & FIRE PROTECTION
DRAWINGS FOR ADDITIONAL INFORMATION
RECESSED DOWNLIGHT LUMINAIRE LIGHT FIXTURE
PENDANT OR SURFACE STRIP OR INDUSTRIAL LUMINAIRE LIGHT
FIXTURE
RECESSED WALL WASHER LUMINAIRE LIGHT FIXTURE
RECESSED DOWNLIGHT EMERGENCY LUMINAIRE LIGHT FIXTURE
4
A-201
1 1
2 2
4 4
3 3
B
B
C
C
E
E
F
F
2
A-302
2
A-302
1
A-202
2
A-202
2
A-203
1
A-302
1
A-302
2
A-301
2
A-301
D
D
A-601 1
1
A-203
RECEPTION
102
RECOVERY
ROOM
107
BATHROOM 2
106
EXISTING BUILDING TO REMAIN
EXISTING
NEW
EXISTING
NEW
1
A-301
1
A-301
CEILING TRANSITION
9' (+/-) CEILING HT.
9' (+/-) CEILING HT.
9' (+/-) CEILING HT.
WOOD SOFFIT TO
MATCH EXISTING
(TYP.)
NON-COMBUSTIBLE
COMPOSITE SOFFIT
WOOD SOFFIT AT
AWNING TO MATCH
EXISTING (TYP.)
1
A-303
1
A-303
GWB. PAINT (TYP.)
3
A-204
11' 6" (+/-) CEILING HT.
6
FLEX SPACE
103
MECH.
104
OFFICE
105
9' (+/-) CEILING HT.
9' (+/-) CEILING HT.
9' (+/-) CEILING HT.
-
-
-
-
-
-
-
-
A
A
5 5
2
A-303
2
A-303
3
A-303
3
A-303
A-211
2
1
4
3
A-211
7
8
5
6
3
A-301
3
A-301
BATHROOM 1
109
LAUNDRY
108
1
A-205
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-111
REFLECTED
CEILING PLANS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF
STUDS / OUTSIDE FACE OF FOUNDATION U.N.O.
2. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN ARCHITECTURALLY SIGNIFICANT
SPACES ONLY. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL PLANS FOR
ALL ITEMS NOT SHOWN.
3. CENTER ALL CEILING FIXTURES IN ROOMS, UNLESS SHOWN OTHERWISE.
4. CENTER ALL CEILING MOUNTED ITEMS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES. SPEAKERS, SMOKE DETECTORS AND HEAT
DETECTORS.
5. ALL CEILING ELEVATIONS REFERENCES ARE RELATIVE TO FINISHED FLOOR SLAB
BELOW.
6. COORDINATE ACCESS PANEL AND DOOR LOCATIONS WITH OTHER CEILING
MOUNTED ITEMS.
7. COORDINATE LIGHTING LAYOUTS IN UTILITY AND STORAGE ROOMS WITH OVER
HEAD PIPING, DUCTS, AND EQUIPMENT.
8. COORDINATE POSITIONS OF ALL LIGHT FIXTURES, ACCESS PANELS, SUSPENDED
PENDANTS, MECANICAL GRILLES, DIFFUSERS, AND REGISTERS TO AVOID AND
ELIMINATE ANY AND ALL INTERFERENCES.
9. ALL SUSPENDED ACOUSTICAL CEILINGS AND GYPSUM BOARD CEILINGS OCCUR AT
9'-0" A.F.F. UNLESS OTHERWISE NOTED.
11. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR DEVICES AND
REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT PLACEMENT OF DEVICES
WITHIN CEILING GRIDS.
12. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE
13. ALL EXPOSED CEILING STRUCTURE AND DECK TO BE PAINTED.
14 EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF
STUDS / OUTSIDE FACE OF FOUNDATION U.N.O.
15 ALL INTERIOR AND EXTERIOR LIGHTS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO VERIFY DIMENSIONS, INSTALLATION, SPECIFICATIONS AND
DETAILS WITH ELECTRICAL/LIGHTING CONSULTANT.
16. INTERIOR CEILING PLAN DIMENSIONS ARE TO FACE OF STUD.
NOTE: ALL INTERIOR AND EXTERIOR LIGHTS ARE
SHOWN FOR REFERENCE ONLY. CONTRACTOR TO
VERIFY DIMENSIONS, INSTALLATION, SPECIFICATIONS
AND DETAILS WITH ELECTRICAL/LIGHTING
CONSULTANT. SPECIFIC TYPE OF LIGHT TO BE
DETERMINED BY CONTRACTOR.
1/4" = 1'-0"
REFLECTED CEILING PLAN - ADDITION2
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
1
4
A-201
1 1
2 2
4 4
3 3
B
B
C
C
E
E
F
F
2
A-302
2
A-302
1
A-202
2
A-202
2
A-203
2' - 0"
2" / 1'-0"
EXISTING BUILDING
1
A-302
1
A-302
2
A-301
2
A-301
D
D
1
A-203
LIMITS OF WORK NEW
EXISTING
LIMITS OF WORK NEW
EXISTING
EDGE OF WALL
BOUNDARY BELOW (TYP.)
2 ' - 0 "
2 ' - 0 "
3' - 0"
EXISTING
ROOF
ABOVE
1
A-301
1
A-301
ASPHALT SHINGLE ROOF, TO
MATCH EXISTING
METAL GUTTER,
TO MATCH
EXISTING
CRICKET AS
NEEDED
ICE AND WATER SHIELD, EXTEND 24"
BEYOND BUILDING PERIMITER, MIN.
(TYP.)
A-120
2
ENTRY AWNING BELOW
ROOF SLOPE TO MATCH EXISTING
1
A-303
1
A-303
3
A-204
2 ' - 0 "
6
MEMBRANE ROOF
SLOPE TO
GUTTER 1/4"/12"
NE
W
EX
I
S
T
I
N
G
-
-
-
-
-
-
A
A
5 5
2
A-303
2
A-303
1' - 0"
2 ' - 0 "
3
A-303
3
A-303
1' - 0"
3
A-301
3
A-301
1
A-205
2
3
E F
2
A-302
2
A-302
3' - 6"
ROOF
OVERHANG
ABOVE
1 6 ' - 4 "
MEMBRANE ROOF
SLOPE
1/4"/12"
1
A-303
1
A-303
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-120
ADDITION ROOF
PLAN
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. PROVIDE MANUFACTURED GUTTER AND DOWNSPOUT SYSTEM AND PRECAST
CONCRETE SPLASHBLOCK AT ALL STEEP SLOPED ROOF SYSTEM LOCATIONS U.N.O.
2. PROVIDE ROOFING MANUFACTURER STANDARD FLASHING DETAILS FOR ALL ROOF
PENETRATIONS.
3. COORDINATE ROOF PENETRATION CURB AND FLASHING REQUIREMENTS WITH ALL
AFFECTED TRADES.
4. ALL MECHANICAL EQUIPMENT LOCATIONS TO BE DETERMINED BY CONTRACTOR
AND MECHANICAL CONSULTANT. ANY DIMENSIONS FOR MECHANICAL OPENING
SUPPORT ARE BASED UPON INFORMATION PROVIDED BY SPECIFIED ROOF
EQUIPMENT. COORDINATE SELECTED MANUFACTURER'S REQUIRED CLEAR
OPENING WIDTH FOR ALL ROOF TOP EQUIPMENT WITH MECHANICAL
COORDINATION SHOP DRAWINGS.
5. EXPOSED PIPING ON ROOF. REFER TO MECHANICAL AND PLUMBING PLANS FOR
LOCATIONS AND EXTENT.
6. MAINTAIN FIRE-RATING AT MECHANICAL FLUE AND COMBUSTION AIR DUCT
PENETRATIONS THROUGH ROOF/CEILING ASSEMBLY AT PLENUMS - REFER TO
MECHANICAL CONSULTANT.
7. MAINTAIN ALL ROOF DRAINS CLEAN AND FREE-FLOWING DURING AND UPON
COMPLETION OF CONSTRUCTION
8. METAL ROOF SYSTEM. REFER TO ROOFING CONSULTANT FOR COLOR,
INSTALLATION AND SPECIFICATIONS.
9. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL CONSULTANT DRAWINGS
FOR ROOF MOUNTED EQUIPMENT AND PENETRATIONS. NO EQUIPMENT
PENETRATIONS ARE SHOWN ON THIS ROOF PLAN.
10. PAINT ALL ROOF TOP EQUIPMENT, ACCESSORIES, FLASHING, ETC. THAT IS NOT
PAINTED OR FACTORY FINISHED TO MATCH THE METAL ROOF COLOR.
11 ARCHITECTURAL ROOF PLAN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITONS IN THE FIELD PRIOR TO CONSTRUCTION
AND ORDERING MATERIALS.
1/4" = 1'-0"
ROOF PLAN - ADDITION1
1/4" = 1'-0"
ROOF PLAN - ENTRY AWNING2
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
1
1243
2
A-302
2
A-302
1
A-302
1
A-302
EXISTING NEW
1
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
2X4 WOOD SIDING,
TO MATCH EXISTING
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY EIFS
BAND, TO MATCH
EXISTING (TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
24-GAUGE CORRUGATED
METAL SIDING, TO MATCH
EXISTING (TYP.)
METAL FASCIA, TO
MATCH EXISTING
STACKED CONCRETE
MASONRY, TO MATCH
EXISTING
A D D I T I O N H T . (+/-)
2 1 ' - 5 "
E X I S T I N G B U I L D I N G H T . (+/-)
2 7 ' - 1 1 /2 "
1 2 ' - 8 "
1
A-303
1
A-303
ALIGN BAND
W/ EXISTING
ALIGN JOINTS
W/ EXISTING
(TYP.)
MATCH LIGHTING
HT. W/ EXISTING
(TYP.)
6
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
5
2
A-303
2
A-303
3
A-303
3
A-303
1 2 43
2
A-302
2
A-302
1
A-302
1
A-302
NEW EXISTING
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
RELOCATE EXISTING
TRASH ENCLOSURE 1
A-303
1
A-303
6
6
NEW EXISTING
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
5
2
A-303
2
A-303
3
A-303
3
A-303
CEFD
E D C
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY EIFS
BAND, TO MATCH
EXISTING (TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
VERTICAL 24-GAUGE
CORRUGATED METAL
SIDING, TO MATCH
EXISTING (TYP.)
HORIZONTAL 24-GAUGE
CORRUGATED METAL
SIDING, TO MATCH
EXISTING (TYP.)
2"
1'-0"
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
STACKED CONCRETE
MASONARY UNIT.
DARK GRAY FINISH.
2"X4" WOOD FINISH.
STAINED FINISH.
LIGHT COLOR EIFS FINISH.
OUTSULATION® PLUS MD SYSTEM
-CONTRACTOR TO FOLLOW EIFS
MANUFACTURER'S INSTALLATION,
SPECIFICATIONS AND DETAILS.
VERTICAL 24-GAUGE CORRUGATED
METAL SIDING. TYPICAL THROUGHOUT
WITH A LIGHTER GRAY/BRIGHT SILVER
FINISH. CONTRACTOR TO FOLLOW
MANUFACTURER'S INSTALLATION,
SPECIFICATIONS AND DETAILS.
DARK GRAY EIFS FINISH.
OUTSULATION® PLUS MD SYSTEM
-CONTRACTOR TO FOLLOW EIFS
MANUFACTURER'S INSTALLATION,
SPECIFICATIONS AND DETAILS.
HORIZONTAL 24-GAUGE CORRUGATED
METAL SIDING. LOCATED ON THE BACK OF
THE BUILDING. DARK/PEWTER GRAY
FINISH. CONTRACTOR TO FOLLOW
MANUFACTURER'S INSTALLATION,
SPECIFICATIONS AND DETAILS.
EIFS, LIGHT GREY
WALL MATERIAL LEGEND
EIFS, DARK GREY (1)
EIFS, DARK GREY (2)
24-GAUGE CORRUGATED METAL
CONCRETE MASONRY
2X4 WOOD SIDING
*ALL FINISHES TO MATCH EXISTING
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-201
OVERALL
EXTERIOR
ELEVATIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
SHEET SPECIFIC GENERAL INFORMATION AND/OR INSTRUCTION
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITONS IN THE FIELD
PRIOR TO CONSTRUCTION AND ORDERING MATERIALS.
2. SPECIFICATIONS REQUIRE AN INTERNAL CORNER EXPANSION JOINT AT ALL
LOCATIONS IN MASONRY VENEERS
3. REFER TO ARCHITECTURAL FLOOR PLAN SHEETS FOR ALL WALL OPENING
COMPONENT TYPES AND SHEET SERIES 600 FOR ALL WALL OPENING COMPONENT
CONFIGURATIONS AND DIMENSIONS.
4. WALL CONTROL / EXPANSION JOINT DESIGNATIONS
CJ=CONTROL JOINT AT CMU WALLS EJ=EXPANSION JOINT AT FACING BRICK
5 PROVIDE MANUFACTURER STANDARD FLASHING DETAILS FOR ALL EXTERIOR
DOORS AND STOREFRONT WINDOWS.
6 CONTRACTOR WILL FOLLOW MANUFACTURER'S INSTALLATION, SPECIFICATIONS
AND DETAILS FOR ALL WINDOWS, DOORS AND EXTERIOR MATERIALS.
1/8" = 1'-0"
EAST EXTERIOR ELEVATION 1
1/8" = 1'-0"
WEST EXTERIOR ELEVATION 3
1/8" = 1'-0"
NORTH EXTERIOR ELEVATION 4
1 DESCRIPTION DATE
1243
2
A-302
2
A-302
1
A-302
1
A-302
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
2X4 WOOD
SIDING, TO
MATCH
EXISTING
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY EIFS
BAND, TO MATCH
EXISTING (TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
VERTICAL 24-GAUGE
CORRUGATED METAL
SIDING, TO MATCH
EXISTING (TYP.)
METAL FASCIA, TO
MATCH EXISTING
A L I G N W / E X I S T I N G
ALIGN ALL HORIZONTAL
JOINT LINES WITH
EXISTING (TYP.)
STACKED CONCRETE
MASONRY, TO MATCH
EXISTING
TYP.
2' - 0"
TYP.
5' - 10"
TYP.
2' - 0"
1
WOOD SOFFIT, TO
MATCH EXISTING
2 0 ' - 1 0 1 /2 " (+/-)
1 2 ' - 8 "
NEW EXISTING
FRONT AWNING, TO
MATCH EXISTING
1
A-303
1
A-303
STOREFRONT TO
MATCH EXISTING
1' - 10" 1' - 10" 1' - 10" 1' - 10"
2' - 0" 2' - 0"
PROPOSED SIGNAGE
8'-0" x 4'-0"
32 SF TOTAL
BUILDING MASSING AND
ARTICULATION FEATURES (ENTRY,
MATERIAL, AND MODULATION)
36' - 5" (+/-)
3
A-303
3
A-303
CEF
2
A-301
2
A-301
D
E D C
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
T.O. PLATE 2
(ADDITION)
111' -6"
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY
EIFS BAND, TO
MATCH EXISTING
(TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
VERTICAL 24-GAUGE
CORRUGATED METAL
SIDING, TO MATCH
EXISTING (TYP.)
METAL J TRIM TO
MATCH EXISTING
ALIGN VERTICAL
JOINTS W/ WINDOW
EDGES
METAL FASCIA, TO
MATCH EXISTING
ALIGN ALL
HORIZONTAL JOINT
LINES W/ EXISTING
(TYP.)
1 2 ' - 8 "
2"
1'-0"
HORIZONTAL 24-GAUGE
CORRUGATED METAL SIDING,
TO MATCH EXISTING
ROOFTOP MECH.
EQUIPMENT BY
CONTRACTOR, MATCH
SCREEN TO EXISTING
METAL PARAPET CAP
BUILDING MASSING AND
ARTICULATION FEATURE
(MATERIAL)
BUILDING MASSING AND
ARTICULATION FEATURE
(WINDOWS AND ARTICULATION)
A
3
A-301
3
A-301
EIFS, LIGHT GREY
WALL MATERIAL LEGEND
EIFS, DARK GREY (1)
EIFS, DARK GREY (2)
24-GAUGE CORRUGATED METAL
CONCRETE MASONRY
2X4 WOOD SIDING
*ALL FINISHES TO MATCH EXISTING
BOZEMAN MUNICIPAL CODE
Expand Existing Footpring 38% Level II Improvement
Building Massing and Articulation
Facade Articulation (features located every 60')
North Facade 1) Windows
6) Material
7) Articulation
West Facade 1) Windows
7) Articulation
*3 features not required per Exception 10
East Facade 2) Entry
6) Material
10) Modulation
Max Facade Width
Any facade exceeding 150'-0" requires a massing break
North - South Facade = 55'-0" (+/-)
East - West Facade = 37'-0" (+/-)
No massing break is required for these facades
Landscape Block Frontage Standards
Facade Transparency 150 sf between 4'-0" and 8'-0"
37.5 sf required
53 sf provided
Weather Protection 3' deep weather protection required
3'-6" provided
SIGNAGE
Maximum sq. ft. area 400 sf per lot
Allowed per linear ft of building frontage first 25 ft 75 sf
Allowed per linear ft of building frontage >25ft 181 sf
Total Allowed Signage sf (lesser of the two) 256 sf
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-202
ADDITION
EXTERIOR
ELEVATIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/4" = 1'-0"
EAST EXTERIOR ELEVATION - ADDITION1
1/4" = 1'-0"
NORTH EXTERIOR ELEVATION2
1 DESCRIPTION DATE
B C E F
2
A-301
2
A-301
D
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
T.O. PLATE 2
(ADDITION)
111' -6"
2"
1'-0"
EXISTING BUILDING
2"
1'-0"
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
3
A-301
3
A-301
1 2 43
2
A-302
2
A-302
1
A-302
1
A-302
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
RELOCATE
EXISTING
TRASH
ENCLOSURE
HORRIZONTAL 24-GAUGE
CORRUGATED METAL TO
MATCH EXISTING
EXISTING NEW
ASPHALT
SHINGLE ROOF,
TO MATCH
EXISTING
1
A-303
1
A-303
6
6
APPROXIMATE LOCATION OF
UTILITY METER; CONTRACTOR
TO COORDINATE EXISTING NEW
EXISTING
NEW
70' - 4 3/4"
5
2
A-303
2
A-303
3
A-303
3
A-303
EIFS, LIGHT GREY
WALL MATERIAL LEGEND
EIFS, DARK GREY (1)
EIFS, DARK GREY (2)
24-GAUGE CORRUGATED METAL
CONCRETE MASONRY
2X4 WOOD SIDING
*ALL FINISHES TO MATCH EXISTING
BOZEMAN MUNICIPAL CODE
Expand Existing Footpring 38% Level II Improvement
Building Massing and Articulation
Facade Articulation (features located every 60')
North Facade 1) Windows
6) Material
7) Articulation
West Facade 1) Windows
7) Articulation
*3 features not required per Exception 10
East Facade 2) Entry
6) Material
10) Modulation
Max Facade Width
Any facade exceeding 150'-0" requires a massing break
North - South Facade = 55'-0" (+/-)
East - West Facade = 37'-0" (+/-)
No massing break is required for these facades
Landscape Block Frontage Standards
Facade Transparency 150 sf between 4'-0" and 8'-0"
37.5 sf required
53 sf provided
Weather Protection 3' deep weather protection required
3'-6" provided
SIGNAGE
Maximum sq. ft. area 400 sf per lot
Allowed per linear ft of building frontage first 25 ft 75 sf
Allowed per linear ft of building frontage >25ft 181 sf
Total Allowed Signage sf (lesser of the two) 256 sf
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-203
ADDITION
EXTERIOR
ELEVATIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/4" = 1'-0"
SOUTH EXTERIOR ELEVATION1
1/4" = 1'-0"
WEST EXTERIOR ELEVATION2
1 DESCRIPTION DATE
EXISTING NEW
2X4 WOOD SIDING,
TO MATCH EXISTING
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY EIFS
BAND, TO MATCH
EXISTING (TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
24-GAUGE CORRUGATED
METAL SIDING, TO MATCH
EXISTING (TYP.)
METAL FASCIA, TO
MATCH EXISTING
STACKED CONCRETE
MASONRY, TO MATCH
EXISTING
WOOD T&G SOFFIT, TO
MATCH EXISTING (TYP.)
ALIGN BAND
W/ EXISTING
ALIGN JOINTS
W/ EXISTING
(TYP.)
MATCH LIGHTING
HT. W/ EXISTING
(TYP.)
DARK (1) GREY EIFS, TO
MATCH EXISTING (TYP.)
LIGHT GREY EIFS, TO
MATCH EXISTING (TYP.)
DARK (2) GREY EIFS
BAND, TO MATCH
EXISTING (TYP.)
WOOD KNEE
BRACE TO MATCH
EXISTING
24-GAUGE CORRUGATED
METAL SIDING, TO MATCH
EXISTING (TYP.)
24-GAUGE CORRUGATED
METAL SIDING, TO MATCH
EXISTING (TYP.)
NEW EXISTING
24-GAUGE CORRUGATED
METAL SIDING, TO MATCH
EXISTING (TYP.)
NEW EXISTING
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-204
COLORED
EXTERIOR
ELEVATIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/8" = 1'-0"
COLORED EAST EXTERIOR ELEVATION 1
1/8" = 1'-0"
COLORED NORTH EXTERIOR ELEVATION 3
1/8" = 1'-0"
COLORED WEST EXTERIOR ELEVATION 2
WOOD T&G SOFFIT
CORRUGATED METAL SIDING
STACKED CONCRETE MASONRY
1 DESCRIPTION DATE
EIFS
1243
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
13'-4" x 4'-0" = 53 SF of Transparency
36'-5" x 4'-0" = 146 SF of Non -Transparent Material
53 SF of Transparency
146 SF of Non-Transparent Material = 36% Facade Transparency
4 ' - 0 "
4 ' - 0 "
8 ' - 0 "
36' - 5"
BOZEMAN MUNICIPAL CODE
Expand Existing Footpring 38% Level II Improvement
Building Massing and Articulation
Facade Articulation (features located every 60')
North Facade 1) Windows
6) Material
7) Articulation
West Facade 1) Windows
7) Articulation
*3 features not required per Exception 10
East Facade 2) Entry
6) Material
10) Modulation
Max Facade Width
Any facade exceeding 150'-0" requires a massing break
North - South Facade = 55'-0" (+/-)
East - West Facade = 37'-0" (+/-)
No massing break is required for these facades
Landscape Block Frontage Standards
Facade Transparency 150 sf between 4'-0" and 8'-0"
37.5 sf required
53 sf provided
Weather Protection 3' deep weather protection required
3'-6" provided
SIGNAGE
Maximum sq. ft. area 400 sf per lot
Allowed per linear ft of building frontage first 25 ft 75 sf
Allowed per linear ft of building frontage >25ft 181 sf
Total Allowed Signage sf (lesser of the two) 256 sf
EIFS, LIGHT GREY
WALL MATERIAL LEGEND
EIFS, DARK GREY (1)
EIFS, DARK GREY (2)
24-GAUGE CORRUGATED METAL
CONCRETE MASONRY
2X4 WOOD SIDING
*ALL FINISHES TO MATCH EXISTING
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-205
TRANSPARENCY
CALCULATIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
NE45
NE45
05-23-19
18017
37
1
7
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
1 DESCRIPTION DATE
SITE PLAN REVIEW 4/22/19
1/4" = 1'-0"
EAST EXTERIOR ELEVATION - TRANSPARENCY CALCULATIONS 1
1
1243
2
A-302
2
A-302
1
A-302
1
A-302
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
NEW EXISTING
1 1 ' - 6 "
1
A-303
1
A-303
1
A-311
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
1 2 43
2
A-302
2
A-302
1
A-302
1
A-302
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
1 1 ' - 6 "
1
A-303
1
A-303
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
Level 1
100' -0"
Level 2
110' -0"
1 2 43
2
A-302
2
A-302
1
A-302
1
A-302
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
1
A-303
1
A-303
6
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
5
2
A-303
2
A-303
3
A-303
3
A-303
ALIGN WALL
W/ MULLION
OF WINDOW
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-301
BUILDING
SECTIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
RN & BE
NE45
05-23-19
18017
37
1
7
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
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITONS IN THE FIELD
PRIOR TO CONSTRUCTION AND ORDERING MATERIALS.
2. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR FACE OF
STUD FRAMING / OUTSIDE FACE OF FOUNDATION.
3. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND FACE OF STUD
FRAMING.
4. REFER TO ARCHITECTURAL FLOOR PLAN SHEETS FOR ALL WALL OPENINGS,
COMPONENT TYPES AND SHEET SERIES A-600 FOR ALL WALL OPENING
COMPONENT CONFIGURATIONS AND DIMENSIONS.
5 REFER TO ROOF PLAN FOR ROOF SLOPES.
6 REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING, FOUNDATION, TRUSSES
AND OTHER STRUCTURAL ELEMENTS.
1/4" = 1'-0"
BUILDING SECTION 2 11/4" = 1'-0"
BUILDING SECTION 3 2
1 DESCRIPTION DATE
1/4" = 1'-0"
BUILDING SECTION 8 3
BCEF
2
A-301
2
A-301
D
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
BATHROOM 1
109
T.O. PLATE 2
(ADDITION)
111' -6"
EXISTING
FINISHES TO
REMAIN
EXISTING
FINISHES TO
REMAIN
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
3
A-301
3
A-301
B C E F
2
A-301
2
A-301
D
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
RECOVERY
ROOM
107
T.O. PLATE 2
(ADDITION)
111' -6" T.O. PLATE 2
(ADDITION)
111' -6"
1 1 ' - 6 "
1 2 ' - 8 " 2
A-310
3
A-310
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
H E E L H T .
2 ' - 6 "
H E E L H T .
8 ' - 4 " (+/-)
3
A-301
3
A-301
TRAINING AREA
100
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-302
BUILDING
SECTIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/4" = 1'-0"
BUILDING SECTION 4 1
1/4" = 1'-0"
BUILDING SECTION 5 2
1 DESCRIPTION DATE
B C E F
2
A-301
2
A-301
D
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
T.O. PLATE 2
(ADDITION)
111' -6"
1 1 ' - 6 "
BATHROOM 2
106
4
A-310
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
3
A-301
3
A-301
B C
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
1
A-301
1
A-301
T.O. PLATE 2
(ADDITION)
111' -6"
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
3
A-301
3
A-301
B C
T.O. PLATE 1
(ADDITION)
109' -0"
T.O. SLAB
100' -0"
T.O. PLATE 2
(ADDITION)
111' -6"
ARCHITECTURAL
FOUNDATION
PLAN
97' -6"
A
MECH.
104
3
A-301
3
A-301
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
A-303
BUILDING
SECTIONS
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
Checker
Author
05-23-19
18017
37
1
7
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
1/4" = 1'-0"
BUILDING SECTION 6 1
1 DESCRIPTION DATE
1/4" = 1'-0"
BUILDING SECTION 1 2 1/4" = 1'-0"
BUILDING SECTION 7 3
1 1
2 2
4 4
3 3
A
A
B
B
D
D
E
E
C
C
5
EXISTING BUILDING
71
'
-
6
1
/
2
"
10
'
-
4
"
16
'
-
4
"
10
'
-
4
"
34
'
-
6
1
/
2
"
9' - 0" 38' - 0" 6' - 0" 2' - 0"
55' - 0"
9'
-
4
1
/
2
"
11
1
/
2
"
13
'
-
0
1
/
2
"
3'
-
3
1
/
2
"
5'
-
8
1
/
2
"
4'
-
5
"
2
1
/
2
"
5' - 4" 16' - 0" 16' - 8"
4' - 3 1/2" 4' - 8 1/2" 7' - 10" 8' - 2" 5' - 9" 10' - 11" 1"
C D E
37
'
-
0
"
10
'
-
4
"
16
'
-
4
"
10
'
-
4
"
F
6' - 0" 2' - 0"
55' - 0"
THERAPY
100
CONFERENCE
107
OFFICE
106
RECOVERY
ROOM
103
BATH
102 BATH
101
RECEPTION
108
REF
NEW
EXISTING
NEW
EXISTING
ROOF OVERHANG ABOVE
1'
-
6
"
1'
-
6
"
EQ
EQ
13
'
-
3
1
/
2
"
10
'
-
3
"
11
'
-
0
"
LAUNDRY/STORAGE
109
MECH.
110
OFFICE
111
NE
W
EX
I
S
T
I
N
G
2
6
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
BENCH
COLD TUB
A
B
HOT TUB
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
REVISION DATE 3-7-16
E-101
FLOOR PLAN
ELECTRICAL
LAYOUT DIAGRAM
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
02-11-2019
18017
37
1
7
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
1 DESCRIPTION DATE
1/4" = 1'-0"
LEVEL 1 - ADDITION - ELECTRIAL LAYOUT DIAGRAM1
GF
I
240V
30A
GFI
GFI
GFI
W
P
G
F
I
$m
FUR-1CU-1
208/330A
G
F
I
GF
I
+60"
G
F
I
G
F
I
UCREF
G
F
I
G
F
I
G
F
I
G
F
I
Cold Tub
Hot Tub
WP
GF
I
GFI
GFI
$m
HRVInAttic
120V 20A 208V 3PH20A
EDH-1
Existing 400Amp Service
to be Removed
G
F
I
TC
TC
1 1
2 2
4 4
3 3
A
A
B
B
D
D
E
E
C
C
CABINETS AND
FRAMING
BELOW
5
OFFICE
106
CONFERENCE
107
RECOVERY
ROOM
103
BATH
102
BATH
101
LAUNDRY/STORAGE
109
MECH.
110
OFFICE
111
EXISTING BUILDING
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
REVISION DATE 3-7-16
E-102
RCP ELECTRICAL
LAYOUT DIAGRAM
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
02-11-2019
18017
37
1
7
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
1 DESCRIPTION DATE
1/4" = 1'-0"
ELECTRICAL LAYOUT DIAGRAM1
D
H
RR
R R
R R
R
RR
R R
R
R
R
R
R
R
R
R
VFVF
R
R
R
RR
R
R
R
R
R
RR
R
R
R
R
H H
H
H
H
H
D
D
R R
R4R4
R4
R4
R4
R4
R4
R4
R4 R4
J
R
R RRIIII
I I I I I I I
$$
$OC
$OC
$OC
$OC
$D$D
$$
$D
$D
$D
$3$3
$3$3$3
$3
$
$3 $3
$F
ER EER
EER ER
E
EM
EM EM
EM
F
F
W
W
W
TIE ONTO EXISTING CIRCUIT
FEED FROM TIME
CLOCK AND PHOTCELL
Lighting on with
receptacles
Lighting on with receptacles
TC
TC
F
A A A A A A
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
NE45 ARCHITECTURE
Issued
CONSTRUCTION DRAWINGS
REVISION DATE 3-7-16
TH
E
P
I
T
T
T
R
A
I
N
I
N
G
FA
C
I
L
I
T
Y
-
A
D
D
I
T
I
O
N
02-11-2019
18017
37
1
7
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
1 DESCRIPTION DATE
1 ELECTRICAL SCHEDULES AND ONE-LINE DIAGRAM
ELECTICAL
SHEDULES
AND ONE-LINE
E-103
PANEL A
120/208VOLT 3 PHASE
200 AMP
UTILITY METER
120/208VOLT 3 PHASE 400A
200A
200A
AHU-1
120/208VOLT
3 PHASE
200 AMP
"EXISTING"
PANEL A
120/208VOLT 3 PHASE
200 AMP
"EXISTING"
AHU-1
120/208VOLT
3 PHASE
200 AMP
EXISTING METER TO BE REMOVED
AND FEEDERS TO BE RE-FEED
"NEW"
PANEL B
120/208VOLT 3 PHASE
200 AMP
UTILITY CT CAN
120/208VOLT 3 PHASE 600A
36"Hx36"Wx12"D
UTILITY
METER
SOCKET
"NEW"
MDP
120/208VOLT 3 PHASE
600 AMP 3R
InteriorExterior
InteriorExterior
TC
TC