HomeMy WebLinkAbout21.12.15_Wildlands_ArchitecturalPlansCASH-IN-LIEU OF PARKLAND - OTHER CODES
Cash donation in-lieu of land dedication must be equal to the fair market value of the amount of land that would have been dedicated. The
fair market value is the value of the unsubdivided, unimproved land after it has been annexed and given a municipal zoning designation.
The city commission may adopt procedures to be used by the director of parks and recreation to determine the fair market value. The
amount of the cash-in-lieu to be provided must equal the city's established fair market value per square foot times the amount of land
required to be dedicated. The city must periodically update the market value as deemed necessary to reflect changes in the price of land.
The valuation used for calculating the amount due will be the valuation in effect at the time an application for final plat or final plan approval
is complete.
1. Alternative. A developer may provide an alternate market valuation which complies with the following:
a. The developer must provide an appraisal of the fair market value by a certified real estate appraiser of their choosing and
is responsible for the appraisal fee.
b. When a land value must be established for cash-in-lieu of land dedication to satisfy the requirements of section
38.420.020, and the value of the land in an unsubdivided, unimproved, but annexed and zoned condition cannot be
reasonable determined, the developer may provide an appraisal of residentially zoned property with a zoning designation
that allows the density of dwellings proposed for development.
c. The appraisal provided for the purpose of section 38.420.030 must be conducted not sooner than 90 days prior to the
submittal of an application for final plat or final site plan approval.
UDC REQUIREMENT (Sec. 38.420.030.C):
UDC REQUIREMENT (Sec. 38.420.030.D):
Where a cash donation has been accepted in-lieu of land dedication, the amount of cash donation must be stated on the final plat or plan
as appropriate.
UDC REQUIREMENT (Sec. 38.420.030.E):
Where a cash payment or construction of improvements has been accepted in-lieu of land dedication, the city must record in the meeting
minutes or other written decision why the dedication of land for parks was undesirable.
UDC REQUIREMENT (Sec. 38.420.030.F):
Use of cash donations.
1. The city must use a cash donation for development or acquisition of parks to serve the development.
2. The city may use the cash donation to acquire or develop parks or recreational areas within its jurisdiction or for the purchase of
public open space or conservation easements, only if:
a. The park, recreational area, open space or conservation easement is within a reasonably close proximity to the
proposed development; and
b. The city commission has formally adopted a citywide park plan that establishes the needs and procedures for use of
the cash donation.
CASH-IN-LIEU OF PARKLAND - ACRES REQ'D
When the net residential density of development is known, 0.03 acre per dwelling unit of land must be provided.
UDC REQUIREMENT (Sec. 38.420.020.A.1):
For development within other zoning districts not previously specified and developed for residential uses, the maximum net residential
density must be 12 dwelling units or 27 persons in group quarters per acre.
UDC REQUIREMENT (Sec. 38.420.020.A.1.d(3)):
MAX. RESID. UNITS FOR WHICH LAND DEDICATION CAN BE REQ'D: 12
CASH-IN-LIEU OF PARKLAND - TRACKING
NUMBER OF RESIDENTIAL UNITS PER LOT
*PROPOSED PROJECT IS NEITHER PHASED NOR SUBDIVIDED AND WILL PROVIDE CASH-IN-LIEU OF PARK LAND.
THIS PROPOSAL:12 DU
AREA CALCULATION
32,032 sf (total) – 17,960 sf (commercial) =14,072 sfor 0.323 acof net lot area
PARKLAND REQUIREMENT
12DU/acre (density cap) * 0.323 ac (net area) =3.88 DU(dwelling units applicable for parkland)
CILP REQUIRED
3.88 du * 0.03 ac/du = 0.12 acresof parkland required
0.12 ac * 43,560 sf/ac = 5,065.92 SF
5,065.92 SF * $2.07/sf = $10,486.50CILP required
VICINITY MAP LEGAL DESCRIPTION OF PROPERTY
NORTHERN PACIFIC ADD, S06, T02 S, R06 E, BLOCK 106, Lot
24 -26
LOTS 24, 25 AND 26 IN BLOCK 106 OF NORTHERN PACIFIC
ADDITION TO THE CITY OF BOZEMAN, GALLATIN COUNTY,
MONTANA, ACCORDING TO THE OFFICIAL PLAT THEREOF ON
FILE AND OF RECORD IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER, GALLATIN COUNTY, MONTANA.
(PLAT REFERENCE C-23)
THE PROPERTY SHOWN HEREON IS THE SAME PROPERTY
DESCRIBED IN AN ALTA COMMITMENT FOR TITLE INSURANCE
PREPARED BY SECURITY TITLE COMPANY, COMMITMENT
DATE 11/06/2020, ORDER NO.: G-20-2827.
NORTHERN PACIFIC ADD, S06, T02 S, R06 E, BLOCK 106, Lot
27 -32, ACRES 0.489, PLAT C-23-A12
LOT 27, 28, 29, 30, 31 AND 32 IN BLOCK 106 OF AMENDED PLAT
OF NORTHERN PACIFIC ADDITION TO THE CITY OF BOZEMAN,
GALLATIN COUNTY, MONTANA, ACCORDING TO THE OFFICIAL
PLAT THEREOF ON FILE AND OF RECORD IN THE OFFICE OF
THE COUNTY CLERK AND RECORDER, GALLATIN COUNTY,
MONTANA. (PLAT REFERENCE C-23-A12)
THE PROPERTY SHOWN HEREON IS THE SAME PROPERTY
DESCRIBED IN AN ALTA COMMITMENT FOR TITLE INSURANCE
PREPARED BY SECURITY TITLE COMPANY, COMMITMENT
DATE 11/06/2020, ORDER NO.: G-20-3904.
629 E. PEACH ST, BOZEMAN, MT 59715 600 N. WALLACE AVE, BOZEMAN, MT 59715
PARCEL SIZE
GROSS LAND AREA:10,674 SQ FT or
.25 ACRES
GROSS LAND AREA:21,358 SQ FT or
.49 ACRES
629 E. PEACH ST, BOZEMAN, MT 59715 600 N. WALLACE AVE, BOZEMAN, MT 59715
TOTAL GROSS LAND AREA:32,032 SQ FT or .734 ACRES
PARKING SPACE CALCULATIONS
STALLS REQUIRED:32 PROVIDED IN OPEN LOT:15
PROVIDED IN ENCLOSED GARAGE:14
CURRENT ON WALLACE AVE:3
TOTAL PARKING SPACES PROVIDED: 32
FOR MORE INFORMATION ON CALCULATION OF NUMBER OF PARKING STALLS
REQUIRED, AS WELL AS INFORMATION ON DESIGN OF PARKING, SEE G-010 & G-011.
OPEN SPACE CALCULATIONS
OPEN SPACE REQUIRED:1,850 SQ FT OPEN SPACE PROVIDED: 2,552 SF
FOR MORE INFORMATION ON CALCULATION OF OPEN SPACE REQUIREMENTS,
AS WELL AS INFORMATION ON THE DESIGN OF OPEN SPACE ON THE SITE,
SEE SHEET AS-101 AND SHEETS L-1.0, L-2.0, & L-2.1.
DENSITY / FLOOR AREA BREAKDOWN
LOT SIZE 32,032 SQ FT
ESTIMATED TOTAL FLOOR AREA 52,407 SQ FT
FLOOR AREA RATIO (FAR) N/A IN NEHMU
EXISTING BUILDING FOOTPRINT 4,679 SQ FT
PROPOSED ADDITION FOOTPRINT 13,606 SQ FT
OPEN AIR PARKING SURFACE AREA 4,551 SQ FT
LANDSCAPING PROVIDED 2,677 SQ FT
PROJECT GENERAL NOTES
1.ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS:
This acknowledges that the following project was designed with the full knowledge
that the City of Bozeman will not review for compliance with, nor is responsible for,
enforcement of the Americans with Disabilities Act of 1990, the Rehabilitation Act
of 1973, the Fair Housing Amendments Act of 1988, Title 49, Chapter 2, commonly
known as the Montana Human Rights Act, or other similar federal, state or local
laws that mandate accessibility to commercial construction or multi-family housing.
BICYCLE PARKING CALCULATIONS
TOTAL PARKING SPACES RQ'D
PRIOR TO REDUCTIONS:57 SPACES
CALCULATION: 57 / 10 = 5
# OF BIKE PARKING SPACES REQ'D:5 SPACES
This calculation is for Bicycle Parking Required per Sec. 38.540.050.A.4. For info on the desired
parking reduction based on additional covered bike spaces provided, see G-010 and G-011.
WILDLANDS DEVELOPMENT
PROJECT DIRECTORY
Architect:
45 ARCHITECTURE
Owner:
PROJECT INFORMATION
Structural:
ZONING: NEHMU, ALSO WITHIN CONSERVATION OVERLAY DISTRICT
CURRENT APPLICABLE CODES: 2018 INTERNATIONAL RESIDENTIAL CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL FUEL GAS CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2017 NATIONAL ELECTRIC CODE
2018 UNIFORM PLUMBING CODE
2012 INTERNATIONAL FIRE CODE
OCCUPANCY GROUP(S):EXISTING BUILDING -F-1, A-2, S-2, R-2
NEW EXPANSION -B, M, S-2, R-2
CONSTRUCTION TYPE:EXISTING BUILDING -VB
NEW EXPANSION -VB
BUILDING AREA: EXISTING BUILDING:
TO BE RENOVATED = 4,272 SF
TO REMAIN = 6,523 SF
N.I.C. (BASEMENT) = 2,852 SF
SUBTOTAL FINISHED = 13,647 SF
NEW EXPANSION:
SUBTOTAL FINISHED = 38,760 SF
PROJECT TOTAL SQ FT = 52,407 SF
SITE COVERAGE: LOT SIZE: 32,032 SF .735 ACRES
% OF PARCEL EXISTING BLDG FOOTPRINT = 14.6%
% OF PARCEL PROPOSED ADDITION FOOTPRINT = 42.5%
% OF PARCEL VEHICULAR CIRCULATION / PARKING = 4,729 SF 14.8%
% RECREATIONAL, OPEN, OR LANDSCAPED AREAS =
TOTAL PROJECT % OF PARCEL COVERED = 71.9%
ALLOWABLE IN NEHMU = 100%
Contractor:
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
G-001
SHEET INDEX &
PROJECT
INFORMATIONWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715OUTLAW REAL ESTATE
PARTNERS
Phone:406.995.2055
Address: 11 Lone Peak Drive, Unit #104
Big Sky, Montana 59716
Contact:Aaron Overstreet
Phone:406.624.3966
Email: aoverstreet@45arch.com
Address: 1216 W. Lincoln Street, Suite D
Bozeman, Montana 59715
LANGLAS & ASSOCIATES
GENERAL CONTRACTORS
Contact:Eric Baker
Phone:406.585.3420
Email: ebaker@langlas.com
Address: 1019 E. Main Street, #101
Bozeman, Montana 59715
DCI ENGINEERS
Contact:Jeremy Ryan
Phone:406.201.7829
Email: jryan@dci-engineers.com
Address: 1060 S Fowler Avenue, Suite 202
Bozeman, Montana 59718
Civil:
SANDERSON STEWART
Contact:Lauren Waterton
Phone:406.922.4313
Email: lwaterton@sandersonstewart.com
Address: 106 E Babcock Street, Suite L1
Bozeman, Montana 59715
MEP:
MORRISON-MAIERLE
Landscape:
Contact:Joe Hughes
Phone:406.922.6831
Email: jhughes@m-m.com
Address: 2880 Technology Boulevard West
Bozeman, Montana 59718
FIELD STUDIO
LANDSCAPE ARCHITECTS
Contact:Charlie Kees
Phone:406.551.2098
Email: ckees@fieldstudiola.com
Address: 600 N Wallace Avenue, Suite 1
Bozeman, Montana 59715
P r o j e c t I n d e x
DATE OF ISSUE
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Drawing Issued for Construction/Permit
Drawing Issued for Owner Review/Pricing
Drawing issued for Reference Only
Drawing Revisions
Drawing Revisions (Issued via 8 1/2"x11")
Revision Number10/01/2021 [BID SET] 10/13/2021 [ADD 01]10/27/2021 [ADD 02]11/03/2021 [ADD 03]11/11/2021 [ADD 04]●M-100 BASEMENT MECHANICAL PLAN
●M-101 FIRST FLOOR MECHANICAL PLAN
●M-102 SECOND FLOOR MECHANICAL PLAN
●M-103 THIRD FLOOR MECHANICAL PLAN
●M-104 ROOF MECHANICAL PLAN
●M-105 MECHANICAL ENLARGED PLAN
● Δ M-106 MECHANICAL ENLARGED PLAN
● Δ M-107 MECHANICAL ENLARGED PLAN
● Δ M-108 MECHANICAL ENLARGED PLAN
●P-000 PLUMBING LEGEND & NOTES
● Δ P-001 PLUMBING SCHEDULES
● Δ Δ P-002 PLUMBING SCHEDULES
● Δ Δ Δ P-003 PLUMBING DETAILS
● Δ Δ P-100 FIRST FLOOR UNDERFLOOR PLUMBING PLAN
● Δ Δ Δ P-101 FIRST FLOOR PLUMBING PLAN
● Δ Δ P-102 SECOND FLOOR PLUMBING PLAN
● Δ Δ P-103 THIRD FLOOR PLUMBING PLAN
● Δ P-104 ROOF PLUMBING PLAN
●P-105 PLUMBING ENLARGED PLAN
● Δ P-106 PLUMBING ENLARGED PLAN
●P-107 PLUMBING ENLARGED PLAN
●P-108 PLUMBING ENLARGED PLAN
●PD-101 PLUMBING DEMOLITION - FIRST FLOOR
●PD-102 PLUMBING DEMOLITION - SECOND FLOOR
●PD-104 PLUMBING DEMOLITION - ROOF
●E-000 ELECTRICAL LEGENDS AND ABBREVIATIONS
●E-001 ELECTRICAL ONE LINE DIAGRAM AND DETAILS
●E-002 ELECTRICAL DETAILS
● Δ E-003 LIGHTING SCHEDULES AND DETAILS
●E-004 MEP COORDINATION SCHEDULE
● Δ E-005 ELECTRICAL SCHEDULES
●E-006 ELECTRICAL SCHEDULES
●E-007 ELECTRICAL SCHEDULES
●E-008 ELECTRICAL SCHEDULES
●E-009 ELECTRICAL SCHEDULES
●ED-100 ELECTRICAL DEMOLITION PLAN - BASEMENT
●ED-101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR
●ED-102 ELECTRICAL DEMOLITION PLAN - SECOND FLOOR
●ED-104 ELECTRICAL DEMOLITION PLAN - ROOF
●E-100 POWER AND SIGNAL PLAN - BASEMENT
● Δ Δ E-101 POWER AND SIGNAL PLAN - FIRST FLOOR
●E-102 POWER AND SIGNAL PLAN - SECOND FLOOR
●E-103 POWER AND SIGNAL PLAN - THIRD FLOOR
● Δ E-104 POWER AND SIGNAL PLAN - FOURTH FLOOR
●E-200 LIGHTING PLAN - BASEMENT
●E-201 LIGHTING PLAN - FIRST FLOOR
●E-202 LIGHTING PLAN - SECOND FLOOR
●E-203 LIGHTING PLAN - THIRD FLOOR
●E-204 LIGHTING PLAN - FOURTH FLOOR
●F-001 FIRE PROTECTION - GENERAL NOTES & DETAILS
●F-002 FIRE PROTECTION PLAN - CROSS-SECTIONS
●F-100 FIRE PROTECTION PLAN - BASEMENT
●F-101 FIRE PROTECTION PLAN - FIRST FLOOR
●F-102 FIRE PROTECTION PLAN - SECOND FLOOR
●F-103 FIRE PROTECTION PLAN - THIRD FLOOR
●F-104 FIRE PROTECTION PLAN - FOURTH FLOOR
●T-001 SYMBOLS AND ABBREVIATIONS
●T-002 TELECOM DETAILS
●T-100 TELECOM SITE PLAN
●T-200 BASEMENT - TELECOM PLAN
●T-201 FIRST LEVEL - TELECOM PLAN
●T-202 SECOND LEVEL - TELECOM PLAN
●T-203 THIRD LEVEL - TELECOM PLAN
●T-204 ROOF - TELECOM PLAN
●T-300 BASEMENT - SECURITY PLAN
●T-301 FIRST LEVEL - SECURITY PLAN
●T-302 SECOND LEVEL - SECURITY PLAN
●T-303 THIRD LEVEL - SECURITY PLAN
●T-304 FOURTH LEVEL - SECURITY PLAN
●T-405 NEW SECURITY / TECH ROOM 008 ENLARGED
●ID-100 FINISH SCHEDULE 1
●ID-101 FINISH SCHEDULE 2
●ID-102 FINISH SCHEDULE 3
●ID-200 MAIN FLOOR FINISH PLAN
●ID-201 SECOND FLOOR FINISH PLAN
●ID-202 THIRD FLOOR FINISH PLAN
●ID-204 SECOND FLOOR FURNITURE PLAN
●ID-205 THIRD FLOOR FURNITURE PLAN
●ID-301 UNIT 1
●ID-302 UNIT 2
●ID-303 UNIT 3
●ID-304 UNIT 4
●ID-305 UNIT 5
●ID-306 UNIT 6
●ID-307 UNIT 7
●ID-308 UNIT 8
●ID-309 UNIT 9
●ID-310 UNIT 10
●ID-311 UNIT 11
●ID-312 UNIT 12
Δ ID-400 MISC. DETAILS
●AG-001 EXTERIOR SIGNAGE - OVERALL SITE
●AG-100 INTERIOR SIGNAGE - BASEMENT
●AG-101 INTERIOR SIGNAGE - FIRST FLOOR
●AG-102 INTERIOR SIGNAGE - SECOND FLOOR
●AG-103 INTERIOR SIGNAGE - THIRD FLOOR
●AG-600 SIGNAGE SCHEDULE
P r o j e c t I n d e x
DATE OF ISSUE
■
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∆
Drawing Issued for Construction/Permit
Drawing Issued for Owner Review/Pricing
Drawing issued for Reference Only
Drawing Revisions
Drawing Revisions (Issued via 8 1/2"x11")
Revision Number10/01/2021 [BID SET] 10/13/2021 [ADD 01]10/27/2021 [ADD 02]11/03/2021 [ADD 03]11/11/2021 [ADD 04]● Δ G-001 SHEET INDEX & PROJECT INFORMATION
●G-002 GENERAL NOTES & ANNOTATIONS
●G-003 WALL ASSEMBLY DETAILS
● Δ G-004 WALL ASSEMBLY DETAILS
● Δ G-005 ROOF & FLOOR ASSEMBLY DETAILS
●G-006 CEILING & ROOF ASSEMBLY DETAILS
Δ G-007 COMCHECK
Δ G-008 COMCHECK
● Δ G-009 CODE SHEETS
● Δ G-010 PARKING ANALYSIS
● Δ G-011 PARKING ANALYSIS
● Δ G-100 BASEMENT CODE ANALYSIS
● Δ G-101 FIRST FLOOR CODE ANALYSIS
● Δ G-102 SECOND FLOOR CODE ANALYSIS
● Δ G-103 THIRD FLOOR CODE ANALYSIS
● Δ G-104 ROOF DECK CODE ANALYSIS
● Δ C1.0 EXISTING TOPOGRAPHY & DEMO
● Δ C2.0 SITE PLAN
● Δ C3.0 GRADING PLAN
● Δ C4.0 STORM DRAIN PLAN
● Δ C5.0 UTILITY & SNOW STORAGE PLAN
●C6.0 DETAILS
●C6.1 DETAILS
●C7.0 STORM DRAIN DETAILS
●C7.1 STORM DRAIN DETAILS
●C7.2 STORM DRAIN DETAILS
●C7.3 STORM DRAIN DETAILS
●C7.4 STORM DRAIN DETAILS
●C7.5 STORM DRAIN DETAILS
● Δ Δ AS-101 ARCHITECTURAL SITE PLAN
● Δ AS-201 BLOCK FRONTAGES
● Δ AS-202 OPENING CALCS
●L-1.0 SITE MATERIALS PLAN
●L-2.0 LANDSCAPE PLAN
●L-2.1 LANDSCAPE NOTES
●L-3.0 SITE DETAILS
●AD-100 BASEMENT DEMOLITION PLAN
●AD-101 FIRST FLOOR DEMOLITION PLAN
●AD-102 SECOND FLOOR DEMOLITION PLAN
●AD-201 DEMOLITION ELEVATIONS
●AD-202 DEMOLITION ELEVATIONS
● Δ A-100 BASEMENT FLOOR PLAN
● Δ Δ Δ A-101 FIRST FLOOR PLAN
● Δ Δ A-102 SECOND FLOOR PLAN
● Δ Δ A-103 THIRD FLOOR PLAN
● Δ Δ A-104 ROOF DECK FLOOR PLAN
●A-111 FIRST FLOOR REFLECTED CEILING PLAN
● Δ A-112 SECOND FLOOR REFLECTED CEILING PLAN
● Δ A-113 THIRD FLOOR & ROOF DECK REFLECTED CEILING PLANS
●A-120 ROOF PLAN
●A-201 EXTERIOR ELEVATIONS
● Δ Δ Δ A-202 EXTERIOR ELEVATIONS
●A-203 EXTERIOR ELEVATIONS
● Δ A-301 BUILDING SECTIONS
● Δ A-302 BUILDING SECTIONS
● Δ A-303 BUILDING SECTIONS
● Δ Δ A-304 BUILDING SECTIONS
● Δ Δ A-305 BUILDING SECTIONS
● Δ Δ A-320 WALL SECTIONS
● Δ Δ A-321 WALL SECTIONS
● Δ Δ Δ A-322 WALL SECTIONS
● Δ A-401 ENLARGED PLANS - UNIT 1
● Δ A-402 ENLARGED PLANS - UNIT 2
● Δ A-403 ENLARGED PLANS - UNIT 3
● Δ A-404 ENLARGED PLANS - UNIT 4
● Δ A-405 ENLARGED PLANS - UNIT 5
● Δ A-406 ENLARGED PLANS - UNIT 6
● Δ A-407 ENLARGED PLANS - UNIT 7
● Δ A-408 ENLARGED PLANS - UNIT 8
● Δ A-409 ENLARGED PLANS - UNIT 9
● Δ A-410 ENLARGED PLANS - UNIT 10
● Δ A-411 ENLARGED PLANS - UNIT 11
● Δ A-412 ENLARGED PLANS - UNIT 12
● Δ Δ Δ A-420 ENLARGED PLAN - RESIDENTIAL LOBBY
● Δ A-421 ENLARGED PLAN - TRASH/LOADING
● Δ A-501 EXTERIOR PLAN DETAILS
● Δ A-510 EXTERIOR SECTION DETAILS
● Δ A-511 EXTERIOR SECTION DETAILS
● Δ A-512 EXTERIOR SECTION DETAILS
●A-513 EXTERIOR SECTION DETAILS
● Δ A-519 ROOF DETAILS
● Δ A-530 INTERIOR SECTION DETAILS
●A-540 WINDOW DETAILS
●A-541 DOOR DETAILS
● Δ A-550 GATE DETAILS
● Δ A-601 DOOR SCHEDULE & ELEVATIONS
● Δ A-602 WINDOW SCHEDULE & ELEVATIONS
● Δ A-800 VERTICAL CIRCULATION
●A-801 VERTICAL CIRCULATION
●A-802 VERTICAL CIRCULATION
● Δ A-804 SOUTH STAIR DETAILS
●A-805 WEST STAIR DETAILS
● Δ A-806 UNITS 5 AND 6 STAIR DETAILS
●S-001 STRUCTURAL - GENERAL NOTES
●S-002 STRUCTURAL - GENERAL NOTES
●S-003 STRUCTURAL - GENERAL NOTES
●S-004 STRUCTURAL - GENERAL NOTES
●S-100 STRUCTURAL - BASEMENT FOUNDATION PLAN
●S-101 STRUCTURAL - FOUNDATION PLAN
●S-102 STRUCTURAL - LEVEL 2 FRAMING PLAN
●S-102W STRUCTURAL - LEVEL 2 SHEAR WALL PLAN
●S-103 STRUCTURAL - LEVEL 3 FRAMING PLAN
●S-103W STRUCTURAL - LEVEL 3 SHEAR WALL PLAN
●S-104 STRUCTURAL - ROOF FRAMING PLAN
●S-104S STRUCTURAL - SNOW DRIFT MAP
●S-105 STRUCTURAL - PENTHOUSE PLANS
●S-201 STRUCTURAL - BRACED FRAME ELEVATIONS
●S-202 STRUCTURAL - BRACED FRAME DETAILS
●S-301 STRUCTURAL - FOUNDATION DETAILS
●S-302 STRUCTURAL - FOUNDATION DETAILS
●S-303 STRUCTURAL - FOUNDATION DETAILS
●S-401 STRUCTURAL - STEEL DETAILS
●S-402 STRUCTURAL - STEEL DETAILS
●S-403 STRUCTURAL - STEEL DETAILS
●S-501 STRUCTURAL - WOOD SHEAR WALL DETAILS
●S-502 STRUCTURAL - WOOD SHEAR WALL DETAILS
●S-503 STRUCTURAL - WOOD FRAMING DETAILS
●S-504 STRUCTURAL - WOOD FRAMING DETAILS
●S-505 STRUCTURAL - WOOD FRAMING DETAILS
●S-601 STRUCTURAL - BRICK VENEER DETAILS
●M-000 MECHANICAL LEGEND
●M-001 MECHANICAL SCHEDULES
●M-002 MECHANICAL SCHEDULES
●M-003 MECHANICAL DETAILS
●M-004 VRF FAN COIL PIPING DIAGRAM
●MD-101 MECHANICAL DEMOLITION PLAN - FIRST FLOOR
●MD-102 MECHANICAL DEMOLITION PLAN - SECOND FLOOR
●MD-104 MECHANICAL DEMOLITION PLAN - ROOF
Interiors:
GALLATIN VALLEY DESIGN
GROUP
Contact:Rachael Celinski,
Director of Interior Design
Phone:406.924.7064
Address: 923 N 7th Ave
Bozeman, Montana 59715
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
4 ADDENDUM 04 11/09/2021
UP
X.4
X.3
X.2
X.1
X.A X.B X.C X.D X.FX.E
X.5
X.2.9
X.E2
CREATE OPENING IN
EXISTING WALL FOR NEW
DOOR. COORDINATE
OPENING WITH DRAWINGS
AND EXISTING CONDITIONS.
HEADER AS REQUIRED PER
STRUCT.
DEMO EXISTING STAIR.
COORDINATE TIMING OF
DEMO TO MAINTAIN
BASEMENT EGRESS
REQUIREMENTS PER IBC.
3'-4"
1'-8 1/2"
EXIST.
MECH / ELEC
EXIST.
REFRIG / STOR
EXIST.
CORRIDOR
EXISTING ELEV.
MACHINE RM
EXIST.
ELEVATOR
EXISTING ELEV.
LOBBY / STAIR
EXIST.
UTILITY
EXIST.
RESTROOM
NEW BAKERY
PREP SPACE
WINDOW WELL
TO REMAINWINDOW WELLTO REMAINWINDOW WELL
TO REMAIN
WINDOW WELL AND MECH.
TO REMAIN
1. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL LABOR,
EQUIPMENT AND SERVICES TO PROPERLY EXECUTE
THE DEMOLITION AND REMOVAL WORK INDICATED
ON THESE CONSTRUCTION DOCUMENTS.
2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH
MINIMUM DAMAGE TO THE EXISTING WORK TO
REMAIN. IT SHALL BE RECOGNIZED THAT THE
UTMOST CARE BE TAKEN WHILE PERFORMING THE
DEMOLITION WORK.
3. PROVISIONS SHALL BE MADE TO ALLEVIATE THE
SPREAD OF DEBRIS, DIRT AND DUST TO ADJACENT
TENANTS. THE PROPERTY SHALL BE KEPT AS CLEAN
AS POSSIBLE AT ALL TIMES. ANY ASBESTOS
REMOVAL SHALL BE DONE PRIOR TO ANY
DEMOLITION WORK. THIS WORK SHALL BE DONE BY
A LICENSED ABATEMENT COMPANY.
4. ALL DEBRIS AND MATERIALS FROM THE BUILDING
SHALL BE DISPOSED OF OFF THE SITE IN A LEGAL
MANNER. NO RECLAIMED LUMBER OR MATERIALS
SHALL BE RE-USED EXCEPT AS SPECIFICALLY
APPROVED BY THE ARCHITECT OR OWNER.
5. WHERE DEMOLITION AND CUTTING WORK HAS
OCCURRED OR WHERE EXISTING SURFACES,
MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED
OR DISTURBED AS A RESULT OF THIS CONTRACT,
THE SAID SURFACES AND AREAS SHALL BE
CAREFULLY CLOSED UP, PATCHED AND FINISHED,
AND OR RESTORED AS REQUIRED TO BE
CONTIGUOUS TO EXISTING SURROUNDING
SURFACES.
6. WHEREVER POSSIBLE, SALVAGE CORRUGATED
METAL PANEL MATERIAL FOR USE ON NEW INFILL
WALLS.
DEMOLITION PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
AD-100
BASEMENT
DEMOLITION PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
BASEMENT DEMOLITION PLAN1
1 DESCRIPTION DATE
X.4
X.3
X.2
X.1
X.A X.B X.C X.D X.FX.E
X.5
X.2.9
X.E2
1
AD-202
2
AD-202
DEMO EXISTING STAIR,
FDTN & STRUCTURE.
COORDINATE TIMING OF
DEMO TO MAINTAIN
BASEMENT AND LEVEL 2
EGRESS REQUIREMENTS
PER IBC.
EXISTING OVERHEAD DOOR
TO REMAIN
EXIST. BENCH SEATINGTO REMAINDEMO EXIST. LOUVERS
DEMO EXIST. WINDOW,
PREP FOR INFILL
DEMO EXIST. WINDOW,
PREP FOR INFILL
1 HR. EXISTING
MECH CHASE
EXIST.
ELEVATOR
EXIST. ENTRY
EXIST.
OFFICEEXIST. RREXIST. RR
EXIST. RR
EXIST.
ENTRANCE
CORRIDOR
FINK'S DELI
STORAGE
WILD CRUMB
REFRIG.
KITCHEN
OFFICE
KITCHEN
DEMO EXISTING
HARDSCAPE
DEMO EXISTING
HARDSCAPE
WINDOW WELL AND MECH.
TO REMAIN
WINDOW WELL TO REMAIN
WINDOW WELL
TO REMAIN
WINDOW WELL
TO REMAIN
1. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL LABOR,
EQUIPMENT AND SERVICES TO PROPERLY EXECUTE
THE DEMOLITION AND REMOVAL WORK INDICATED
ON THESE CONSTRUCTION DOCUMENTS.
2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH
MINIMUM DAMAGE TO THE EXISTING WORK TO
REMAIN. IT SHALL BE RECOGNIZED THAT THE
UTMOST CARE BE TAKEN WHILE PERFORMING THE
DEMOLITION WORK.
3. PROVISIONS SHALL BE MADE TO ALLEVIATE THE
SPREAD OF DEBRIS, DIRT AND DUST TO ADJACENT
TENANTS. THE PROPERTY SHALL BE KEPT AS CLEAN
AS POSSIBLE AT ALL TIMES. ANY ASBESTOS
REMOVAL SHALL BE DONE PRIOR TO ANY
DEMOLITION WORK. THIS WORK SHALL BE DONE BY
A LICENSED ABATEMENT COMPANY.
4. ALL DEBRIS AND MATERIALS FROM THE BUILDING
SHALL BE DISPOSED OF OFF THE SITE IN A LEGAL
MANNER. NO RECLAIMED LUMBER OR MATERIALS
SHALL BE RE-USED EXCEPT AS SPECIFICALLY
APPROVED BY THE ARCHITECT OR OWNER.
5. WHERE DEMOLITION AND CUTTING WORK HAS
OCCURRED OR WHERE EXISTING SURFACES,
MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED
OR DISTURBED AS A RESULT OF THIS CONTRACT,
THE SAID SURFACES AND AREAS SHALL BE
CAREFULLY CLOSED UP, PATCHED AND FINISHED,
AND OR RESTORED AS REQUIRED TO BE
CONTIGUOUS TO EXISTING SURROUNDING
SURFACES.
6. WHEREVER POSSIBLE, SALVAGE CORRUGATED
METAL PANEL MATERIAL FOR USE ON NEW INFILL
WALLS.
DEMOLITION PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
AD-101
FIRST FLOOR
DEMOLITION PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
FIRST FLOOR DEMOLITION PLAN1
1 DESCRIPTION DATE
X.4
X.3
X.2
X.1
X.A X.B X.C X.D X.FX.E
X.5
X.2.9
X.E2
DEMO EXISTING STAIR,
FDTN & STRUCTURE.
COORDINATE TIMING OF
DEMO TO MAINTAIN
BASEMENT AND LEVEL 2
EGRESS REQUIREMENTS
PER IBC.
DEMO EXISTING WINDOWS.
PREP FOR INFILL
DEMO EXISTING WALLS AND
CASEWORK. PATCH AND
REPAIR CONCRETE AND
STRUCTURE IN
PREPARATION FOR NEW
WORK
EXIST. 1 HR MECH
CHASE TO REMAIN
ELEC PANEL TO REMAIN
1 HR. EXISTING
MECH CHASE TO
REMAIN
DEMO WALL BETWEEN
WINDOWS AND PREP FOR
NEW WINDOWS.
DEMO EXISTING WINDOW,
MAINTAIN OPENING AND
PREP FOR NEW WINDOW.
DEMO EXISTING WINDOW.
PREP FOR INFILL.
ROOF ACCESS HATCH TO
REMAIN ABOVE
CREATE OPENING IN EXISTING
WALL FOR NEW DOOR,
COORDINATE OPENINGS WITH
DRAWINGS AND EXISTING
CONDITIONS. HEADER AS
REQUIRED PER STRUCT.
DEMO EXISTING WINDOWS
AND PREP FOR NEW WINDOWS
DEMO PORTION OF WALL
AND PREP FOR NEW WINDOW
4'-0"
1'-3 1/4"DEMO EXISTING CANOPY& ASSOC. SUPPORT ITEMSDEMO EXISTING WINDOW.
PREP FOR INFILL.
EXIST. COLUMN TO BE
DEMOLISHED. PROVIDE TEMP.
SHORING, SEE STRUCT FOR
NEW HEADER AS REQ'DV.I.F.4'-3 5/8"7'-10"DEMO EXIST. DOOR, FRAME
AND ASSOCIATED ITEMS.
PREP FOR INFILL
DEMO EXIST. WINDOW &
PORTION OF EXIST. WALL.
PREP FOR NEW SLIDING DOOR DEMO EXISTING WINDOW.
PREP FOR INFILL
8 1/4"4'-0"
DEMO EXISTING WINDOW.
PREP FOR INFILLDEMO PORTION OF WALL.
PREP FOR NEW WINDOW
EXIST.
RR
EXIST.
RR
EXIST.
RR
EXIST.
OFFICE (FSLA)
EXIST.
OFFICE (ENVI)
EXIST.
KITCHEN
EXIST.
MATERIALS LIBRARY
EXIST.
OFFICE & CONF.
EXIST.
CONF.
EXIST.
KITCHENETTE
EXIST.
PRINT ROOM
EXIST.
CORRIDOR
EXIST.
ELEVATOR
EXIST. STAIR
1. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL LABOR,
EQUIPMENT AND SERVICES TO PROPERLY EXECUTE
THE DEMOLITION AND REMOVAL WORK INDICATED
ON THESE CONSTRUCTION DOCUMENTS.
2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH
MINIMUM DAMAGE TO THE EXISTING WORK TO
REMAIN. IT SHALL BE RECOGNIZED THAT THE
UTMOST CARE BE TAKEN WHILE PERFORMING THE
DEMOLITION WORK.
3. PROVISIONS SHALL BE MADE TO ALLEVIATE THE
SPREAD OF DEBRIS, DIRT AND DUST TO ADJACENT
TENANTS. THE PROPERTY SHALL BE KEPT AS CLEAN
AS POSSIBLE AT ALL TIMES. ANY ASBESTOS
REMOVAL SHALL BE DONE PRIOR TO ANY
DEMOLITION WORK. THIS WORK SHALL BE DONE BY
A LICENSED ABATEMENT COMPANY.
4. ALL DEBRIS AND MATERIALS FROM THE BUILDING
SHALL BE DISPOSED OF OFF THE SITE IN A LEGAL
MANNER. NO RECLAIMED LUMBER OR MATERIALS
SHALL BE RE-USED EXCEPT AS SPECIFICALLY
APPROVED BY THE ARCHITECT OR OWNER.
5. WHERE DEMOLITION AND CUTTING WORK HAS
OCCURRED OR WHERE EXISTING SURFACES,
MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED
OR DISTURBED AS A RESULT OF THIS CONTRACT,
THE SAID SURFACES AND AREAS SHALL BE
CAREFULLY CLOSED UP, PATCHED AND FINISHED,
AND OR RESTORED AS REQUIRED TO BE
CONTIGUOUS TO EXISTING SURROUNDING
SURFACES.
6. WHEREVER POSSIBLE, SALVAGE CORRUGATED
METAL PANEL MATERIAL FOR USE ON NEW INFILL
WALLS.
DEMOLITION PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
AD-102
SECOND FLOOR
DEMOLITION PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
SECOND FLOOR DEMOLITION PLAN1
1 DESCRIPTION DATE
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4 X.3 X.2 X.1X.5
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
X.2.9
DEMO EXISTING STAIR, FDTN &
STRUCTURE. COORDINATE
TIMING OF DEMO TO MAINTAIN
BASEMENT AND LEVEL 2 EGRESS
REQUIREMENTS PER IBC.
DEMO WALL BETWEEN
WINDOWS AND PREP FOR
NEW WINDOWS
DEMO EXISTING WINDOWS,
PREP FOR NEW WINDOWS
7'-0"1'-6"DEMO EXISTING WINDOW,
PREP FOR NEW WINDOWS
DEMO WINDOW, PREP FOR
INFILL WALL
EXIST. ENTRY
EXISTING BUILDING -EXISTING WEST FACADE
DEMO EXISTING SITE CONC
AT ENTRY AND PREP FOR
NEW CONC STAIR, SEE CIVIL
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.A X.B X.C X.D X.FX.E
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
X.E2
EXIST. ENTRY
EXISTING BUILDING -EXISTING SOUTH FACADE
DEMO EXISTING CANOPY
& ASSOC. SUPPORT ITEMS
DEMO EXISTING SHADE
TRELLIS, EXTERIOR STAIR
& ASSOC. SUPPORT ITEMS
DEMO EXISTING MECH
EQUIPMENT & SUPPORT
ITEMS, SEE MECH DRAWINGS
DEMO EXISTING SITE CONC
STAIR, SEE CIVIL
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
AD-201
DEMOLITION
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
WEST DEMOLITION ELEVATION1
3/16" = 1'-0"
SOUTH DEMOLITION ELEVATION2
1 DESCRIPTION DATE
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4X.3X.2X.1 X.5
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
X.2.9
DEMO EXISTING STAIR, FDTN &
STRUCTURE. COORDINATE
TIMING OF DEMO TO MAINTAIN
BASEMENT AND LEVEL 2 EGRESS
REQUIREMENTS PER IBC.
EXIST. ENTRY
EXISTING BUILDING -EXISTING EAST FACADE
DEMO EXISTING MECH
EQUIPMENT & SUPPORT
ITEMS, SEE MECH DRAWINGS.
PATCH TO MATCH ADJACENT
DEMO EXIST. WINDOW,
PREP FOR INFILL
DEMO EXIST. WINDOW,
PREP FOR INFILL
DEMO PORTION OF EXIST.
WALL FOR NEW CONST.
REMOVE (E) METAL SIDING,
SALVAGE AND STORE FOR REUSE
DEMO PORTION OF EXIST.
WALL FOR NEW CONST.
REMOVE (E) METAL SIDING,
SALVAGE AND STORE FOR REUSE
8'-7"13'-4"DEMO EXIST. WINDOW,
PREP FOR INFILL
AND NEW WINDOW
DEMO EXIST. WINDOW,
PREP FOR INFILL
DEMO EXISTING CANOPY
& ASSOC. SUPPORT ITEMS
REMOVE EXIST. CORRUG.
SALVAGE, STORE, & REUSE
WHERE NEEDED. PREP AREA
FOR NEW GYP. WALL FINISH
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.AX.BX.CX.DX.F X.E
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
X.E2
DEMO
DOWNSPOUT
DEMO GUTTER
EXIST. OVERHEAD
DOOR TO REMAIN
EXISTING BUILDING -EXISTING NORTH FACADE
DEMO EXISTING STAIR, FDTN &
STRUCTURE. COORDINATE
TIMING OF DEMO TO MAINTAIN
BASEMENT AND LEVEL 2 EGRESS
REQUIREMENTS PER IBC.
DEMO EXISTING CANOPY
& ASSOC. SUPPORT ITEMS
DEMO EXISTING SHADE TRELLIS
& ASSOC. SUPPORT ITEMS
DEMO EXISTING MECH
EQUIPMENT & SUPPORT
ITEMS, SEE MECH DRAWINGS
DEMO EXISTING DOOR,
FRAME & ASSOC. ITEMS
DEMO EXISTING SITE CONC
STAIR, SEE CIVIL
DEMO EXIST. WINDOW &
PORTION OF EXIST. WALL.
PREP FOR NEW SLIDING DOOR
6'-0"1'-2"6'-0"2'-3 5/8"8 1/4"4'-0"3'-0"4'-0"DEMO PORTION OF WALL.
PREP FOR NEW WINDOW
DEMO EXISTING WINDOW.
PREP FOR INFILL
DEMO EXISTING WINDOW.
PREP FOR INFILL
REMOVE EXIST. CORRUG.
SALVAGE, STORE, & REUSE
WHERE NEEDED. PREP AREA
FOR NEW GYP. WALL FINISH
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
AD-202
DEMOLITION
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
EAST DEMOLITION ELEVATION1
3/16" = 1'-0"
NORTH DEMOLITION ELEVATION2
1 DESCRIPTION DATE
DN
DN
UP
1. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECT
UTILITIES FROM ROUGH INS TO BUILDING
2. SLOPE GRADE 5% MINIMUM FROM FOUNDATION WALLS, TYP.
3. SEE GEOTECH REPORT FOR SOIL ANALYSIS, BUILDING, AND DRIVEWAY
REQUIRMENTS.
4. TOPOS SHOWN AS DESIGN INTENT ONLY. TOPOS SHOULD BE REVIEWED
BY A LICENSED CIVIL ENGINEER.
5. YARD GRADING SHALL DRAIN TO STREET, ALLEY AND/OR REAR YARD
PROPERTY LINE, MINIMIZE DRAINAGE OF WATER ONTO ADJACENT
PROPERTY
6. LOT DRAINAGE WILL COMPLY WITH THE NATURAL DRAINAGE PATTERNS
THAT EXISTED PRIOR TO ANY EXCAVATION. DRAINAGE ACROSS
PROPERTY LINES WILL NOT EXCEED WHAT EXISTED PRIOR TO GRADING.
7. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE
OR DIRECTED TO AN APPROVED FACILITY.
8. STORMWATER RUNOFF RESULTING FROM THE CREATION OF IMPERVIOUS
SURFACES SHOULD BE KEPT ON SITE.
9. CONTRACTOR IS RESPONSIBLE FOR BUILDING STAKING.
10. CONTRACTOR TO COORDINATE EXTERIOR STEPS WITH NEW GRADE.
SITE PLAN GENERAL NOTES
PROPERTY LINE
PROPERTY SETBACKS
NEW HARDSCAPING
SIDEWALK
SITE PLAN LEGEND
MATCHING SETBACK
FOR R2 ZONE
ACROSS PEACH
STREET PER UDC
AND CONF REVIEW
COMMENTS, WHILE
ALSO CONFORMING
TO STOREFRONT
BLOCK FRONTAGE
STANDARDSPROPERTY LINE
TRADITIONAL NEHMU
FRONT SETBACK
1212 SF
SHELL C
131
324 SF
TENANT
STORAGE
121
871 SF
SHELL B
130
1317 SF
FINK'S DELI
E-102
1586 SF
WILD CRUMB
E-101
1593 SF
SHELL A
110
PROPOSED STOREFRONT
BLOCK FRONTAGE SETBACK
MAINTANING 12' SIDEWALK
WIDTH PER UDC
REQUIREMENTS
STOREFRONT BLK. FRNT.40'-0"PROPERTY LINETENANT GARAGE DOOR
ACCESS
E. PEACH ST.N. WALLACE AVE.EXISTING BLK FRNT
76'-0"
COVERED
EXTERIOR PLAZA
PROPERTY LINE
PROPERTY LINESETBACK LINE PROPERTY LINE
THAT WILL BE
AGGREGATED
1 (C)
2 (C)
4 (C)
5 (C)
6 (C)
7 (C)
8 (C)
9
10
11
12
13
14
151
2
3
4
5
7
8
9
10
11
12
13
14 ADA COMPACT STALLS, 23% OF TOTAL PARKING6
ADA
576 SF
TENANT LOBBY
123
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
3 (C)
SETBACK LINE
PROPOSED SETBACK
MATCHING SETBACK FOR
R2 ZONE ACROSS PEACH
STREET PER UDC AND
CONF REVIEW COMMENTS,
WHILE ALSO CONFORMING
TO STOREFRONT BLOCK
FRONTAGE STANDARDS
410 SF
SERVICE
CORRIDOR
111
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
62 SF
LOCKERS
113 91 SF
TENANT
CORRIDOR
117
145 SF
FIRE RISER
120
OPEN AIR
PUBLIC
PARKING AREA
PUBLIC ACCESS CORRIDORPUBLIC ENTRY
PUBLIC ENTRY
PUBLIC ENTRY
FDC PANEL
EXISTING BLK FRNT.68'-2 1/2"20'-3 1/2"40'-2"PROPOSED TRANSFORMER
LOCATION, SEE CIVIL
NWE 10' UTILITY EASEMENT TO
BE WITHIN THE 15' BUILDING
SETBACK
ROOF LINE ABOVE
CANOPY LINE
ABOVE
PROPOSED PARALLEL
PARKING ON PEACH
STREET; (6) STALLS
EXISTING STREET
PARKING, 3 SPACES
SIDEWALK ADJACENT TO ALLEY
PER CONF REVIEW COMMENTS
STOREFRONT BLK FRNT.
82'-9"
LANDSCAPED BLK FRNT
41'-6 1/2"
BLVD TO REMAIN
OVERHEAD DOORS TO
CONDITIONED TRASH
ROOMS
*SEE SHEETS G-010
AND G-011 FOR FULL
PARKING ANALYSIS
*SEE SHEETS G-010
AND G-011 FOR FULL
PARKING ANALYSIS
7'-0"24'-0"24'-0"24'-0"RR
CL MAILBOXES467 SF
STORAGE
E-103
3 CU
YARD3 CU
YARD
3 CU
YARD
CANOPY LINE
ABOVE
77 SF
ACCESSIBLE
RR/SHWR
114
BLK. FRNT.8'-1 5/8" LANDSCAPEDGAS FIRE TABLE
SETBACK15'-0"SETBACK
20'-0"
SETBACK
3'-0"SETBACK5'-0"BIKE RACKS, TYP.
SEE LANDSCAPE
128 SF
MAINTENANCE
135
63 SF
MACHINE ROOM
133
303 SF
TENANT STOR.
116
181 SF
COMMERCIAL
TRASH
132
114 SF
TENANT TRASH
133B
239 SF
EXPANDED
STORAGE
119
15'-0"CANOPY
5'-1 1/2"CANOPY5'-0"LANDSCAPE
PLANTER AND
BENCH
LANDSCAPE
BENCH
LANDSCAPE
BENCH
EX. WINDOW WELL
EX. WINDOW
WELL
EX. WINDOW
WELL
TRASH TIP PAD LOACTION
COORDINATED WITH SOLID
WASTE DIVISION ASSISTANT
SUPERINTENDENT
20'-0"TRADITIONALNEHMU SETBACKPROPOSED STOREFRONT BLK FRNT SETBACKTRADITIONAL NEHMU
FRONT SETBACK
BIKE RACKS, TYP.
SEE LANDSCAPE
BOLLARDS, TYP. OF ALLEY7'-9" CTREXISTING TREES AT
OR NEAR PROPERTY
BOUNDARY TO REMAIN,
FOR LOCATIONS SEE
LANDSCAPE AND CIVIL
DRAWINGS
ELECTRICAL METERING,
SEE ELEC
NATURAL GAS
METERING, SEE PLUMB
= AREAS TO BE LANDSCAPED
LANDSCAPE IN LIEU OF PARKING
Per Sec. 38.540.050.A.3.a, property owners have the
option of requesting the deletion of up to five required
spaces or ten percent of the required parking spaces,
whichever is less, if 350 square feet of landscaping,
trees or streetscaping is installed on the property for
each space so deleted. This does not decrease the
amount of landscaping that would have been required
with full parking, but is in addition to such landscaping.
This option must be approved by the ADR staff. These
improvements must be placed in the public right-of-way
or setbacks directly facing the right-of-way.
UDC REQ:
LANDSCAPE ALONG PEACH:859 SF
LANDSCAPE ALONG WALLACE:1818 SF
TOTAL LANDSCAPE PROVIDED: 2,677 SF
# OF STALLS REDUCED: 5 STALLS
FORM & INTENSITY STANDARDS (Table 38.320.050)
The maximum lot coverage must
be 40 percent for principally
residential uses or 100 percent for
principally non-residential uses.
Max. Bldg Height 45 ft
Min. Lot Coverage 40%-100%5
Setbacks Front:2011
Rear, Alley:5'
Rear, East:3'
45 ft
CATEGORY REQUIREMENT PROVIDED
Front (Peach St): Per the UDC
Sec. 38.330.040.C and feedback
received following our CNR
submittal, 15'will be the setback
for the new structure on the Peach
St frontage. This matches the
setback of the adjacent residential.
Front (N Wallace Ave): In order to
conform with the requirements for
storefront block frontages found in
Sec 38.510.030, the Wallace
facade will be placed to allow for a
12' minimum sidewalk width.
Rear, Alley:5'
Rear, East:3'
OPEN SPACE REQUIREMENTS
Per Sec. 38.520.060.B.UDC REQ:
B.Usable residential open space.
1.All multi-household development, including multi-household portions of
mixed-use development, must provide minimum usable open space equal to
100 square feet per dwelling unit for studio and one bedroom dwellings and
150 square feet per dwelling unit for dwellings with two or more bedrooms.
1BR UNIT COUNT:2 UNITS = 200 SF
2BR+ UNIT COUNT:11 UNITS = 1650 SF
TOTAL REQUIRED:1850 SF
The required open space may be provided in a combination of ways:
Shared open space. = 100% SF counted toward requirement
Balconies. = 50% SF counted toward requirement
Shared roof decks. = 100% SF counted toward requirement
SHARED OPEN SPACE:864 SF*(1)= 864 SF
Ground level Plaza
PRIVATE BALCONIES:1903 SF*(.5)= 951 SF
ROOF DECK:737 SF*(1)= 737 SF
TOTAL OPEN SPACE PROVIDED: 2,552 SF
PARKING STALL TYPES
Standard Spaces Provided (On Site)19 Spaces
(On Street)3 Spaces
Standard Spaces Provided (Subtotal)22 Spaces
Compact Spaces Provided 8 Spaces
ADA Spaces Provided 2 Spaces
Standard Spaces Percentage 69%
Compact Spaces Percentage 25%
ADA Spaces Percentage 6%
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
AS-101
ARCHITECTURAL
SITE PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
3/32" = 1'-0"
SITE PLAN - ARCHITECTURAL1
*SEE SHEETS G-010 AND G-011 FOR FULL
PARKING ANALYSIS
1 DESCRIPTION DATE
3 ADDENDUM 03 11/04/2021
4 ADDENDUM 04 11/09/2021
2 SP/CCOA REV 02 11/16/2021
UP
X.4
X.3
X.2
X.1
X.A X.B X.C X.D X.FX.E
X.5
EXISTING STAIRS
EXISTING
SPACE TO
REMAIN
EXISTING
SPACE TO
REMAIN
EXISTING SPACE
TO REMAIN
EXISTING
ELEVATOR98 SF
EXIST.
RESTROOM
E-006
1
A-301
1
A-301
2
A-301
2
A-301
2825 SF
NEW BAKERY
PREP SPACE
E-005
124 SF
EXIST.
REFRIG / STOR
E-004
196 SF
EXIST.
MECH / ELEC
E-003
43 SF
EXIST.
UTILITY
E-007
200 SF
NEW SECURITY
/ TECH ROOM
008
237 SF
EGRESS STAIR
010
594 SF
EXIST.
CORRIDOR
E-002
WINDOW WELL
TO REMAIN
WINDOW WELL
TO REMAINWINDOW WELLTO REMAINWINDOW WELL
TO REMAIN
EXISTING SPACE
TO BE BUILT OUT
NOT IN
CONTRACT
EXISTING SPACE
TO REMAIN
251 SF
EXISTING ELEV.
LOBBY / STAIR
E-001
EXISTING SPACE TO
REMAIN
EXISTING SPACE TO
REMAIN
NEW SQ FT
CONNECTING TO
NEW EXPANSION
NEW DOOR TO BE
SAWCUT IN EXISTING
CONC WALL. HEADER
PER STRUCT.
X.2.9
4
7
1
A-303
1
A-303
ALIGN NEW FACE OF
FOUNDATION W/
EXISTING. V.I.F.8'-8"21'-10"1'-6"19'-8"17'-0"16'-8"24'-5 3/8"20'-4"14'-3 1/4"14'-3 1/4" 4'-9 1/2"22'-4"
7 1/2"18'-7 1/2"14'-5 3/8"1
A-305
1
A-305
EXISTING DOOR
A-801
4
5'-8 1/2"
9 1/2" V.I.F.
001
PATCH CONC. FOUNDATION WALL AT EDGES
OF (E) & (N) CONC. FLOORS FOR SMOOTH
TRANSITION THROUGH DOOR OPENING
D5.6.1
EXISTING 1 HR
RATED CORRIDOR
EXISTING 1 HR
LOBBY & STAIR
EXISTING 1 HR
3
A-203
AREAS
EXISTING BLDG REMAINING =
7,017 S.F.
EXISTING BLDG RENOVATION =
6,630 S.F.
NEW BLDG = 38,760 S.F.
TOTAL = 52,407 S.F.
SQUARE FOOTAGE ALLOCATION
3 TENANT SPACES:1 HEALTH & EXERCISE1 RESTAURANT
1 OFFICE
TOTAL COMMERCIAL SQ FT 10,616 SQ FT
4,065 SQ FTNEW EXPANSION
COMMERCIAL SQ FT
6,551 SQ FTEXISTING BLDG
COMMERCIAL SQ FT
TOTAL RESIDENTIAL SQ FT 25,705 SQ FT
3 TENANT SPACES:2 RESTAURANT1 ARTISAN MFG
11 UNITS:2 ONE-BEDROOMS6 TWO-BEDROOMS
3 THREE-BEDROOMS
21,965 SQ FTNEW EXPANSION
RESIDENTIAL SQ FT
3,752 SQ FTEXISTING BLDG
RESIDENTIAL SQ FT
2 UNITS:
2 TWO-BEDROOMS
TOTAL OTHER SPACES SQ FT 10,856 SQ FT
ENCLOSED PARKING SQ FT 5,230 SQ FT
TOTAL PROJECT SQ FT 52,407 SQ FT
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -0
KEY PLAN
A-100
BASEMENT
FLOOR PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153/16" = 1'-0"
BASEMENT FLOOR PLAN1
PLAN NORTH
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
DN
DN
UP
AREAS
EXISTING BLDG REMAINING =
7,017 S.F.
EXISTING BLDG RENOVATION =
6,630 S.F.
NEW BLDG = 38,760 S.F.
TOTAL = 52,407 S.F.
1. CONTRACTOR TO FIELD VERIFY
ALL FOUNDATION AND FOOTING
HEIGHTS.
2. CONTRACTOR TO COORDINATE
ALL SITE DRAINAGE.
3. ALL STRUCTURAL ELEMENTS
ARE TO BE REVIEWED BY A
LICENSED STRUCTURAL
ENGINEER.
4. EXTERIOR BUILIDNG
DIMENSIONS ARE TO GRID
CENTERLINE, EXTERIOR F.O.
SHEATHING/OUTSIDE FACE OF
FOUNDATION.
5. INTERIOR BUILDING
DIMENSIONS ARE TO GRID
CENTERLINE AND F.O. STUD
FRAMING.
6. ALL INTERIOR DOORS ARE 4 1/2"
AWAY FROM ADJACENT
PERPINDICULAR STUD , UNLESS
SPECIFICALLY DIMENSIONED.
7. CONTRACTOR TO COORDINATE
ALL HVAC. COORDINATE WITH
ARCHITECT FOR ANY FLOOR
PLAN CHANGES.
8. CONTRACTOR TO COORDINATE
ALL ELECTRICAL
REQUIREMENTS.
9. CONTRACTOR TO COORDINATE
ALL STRUCTURAL SHEAR
REQUIREMENTS W/ A LICENSED
STRUCTURAL ENGINEER.
10. UNTAGGED INTERIOR WALLS
EQUALS INTERIOR PARTITION
2X4 (SSD).
11. REFER TO ARCHITECTURAL
SHEET SERIES 200 EXTERIOR
ELEVATIONS FOR THE
IDENTIFICATION OF VARIOUS
EXTERIOR WALL MATERIAL
TYPES, LOCATIONS, AND
EXTENTS.
12. COORDINATE T.O. FOUNDATION
WALL AND FINISH FLOORING
WITH NEW GRADE.
FLOOR PLAN GENERAL NOTES
2
A-202
1
A-202
2
A-201
1
A-201
X.A X.B X.C X.D X.FX.E
C D F
1
5
8
10
13
2
E
6
1593 SF
SHELL A
110
LIGHT MANUF.
324 SF
TENANT
STORAGE
121
576 SF
TENANT LOBBY
123
82'-9"
212'-8"
46'-8"40'-3 1/2"125'-8 1/2"
LOADING
871 SF
SHELL B
130
LIGHT MANUF.
1586 SF
WILD CRUMB
E-101
BAKERY WITH
ACC. CAFE
1317 SF
FINK'S DELI
E-102
RESTAURANT /
DELI
COVERED
CONCRETE
EXTERIOR
PLAZA
PUBLIC
PARKING
16 STALLS
PRIVATE
RESIDENT /
TENANT
PARKING
14 STALLS
LIGHT WELL
TTS
15'-2 1/2"A
TO CORNER
7'-2 1/2"
41'-6 1/2"MAILBOXESOPEN AIR PUBLIC
PARKING ACCESS
PUBLIC LOBBY
1
A-301
1
A-301
2
A-301
2
A-301
1
A-302
1
A-302
2
A-302
2
A-302
12
G
ENCLOSED
PRIVATE PARKING
ACCESS
14
N
9
B
1212 SF
SHELL C
131
LIGHT MANUF.
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
20'-9 1/2" 3'-0 1/2"
ART / SIGNAGE
FEATURE WALL
K
GAS FIRE PIT,
PER SPEC PUBLICACCESSEXISTING UTILITIESH M O
77 SF
ACCESSIBLE
RR/SHWR
114
91 SF
TENANT
CORRIDOR
117
467 SF
STORAGE
E-103
ACCESSORY
STORAGE
410 SF
SERVICE
CORRIDOR
111
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
145 SF
FIRE RISER
120
EXISTING SPACE
TO REMAIN
UNCHANGED
EXISTING SPACE
TO REMAIN
UNCHANGED
EXISTING SPACE
TO REMAIN
UNCHANGED
TRANSFORMER
1
2
4
5
6
7
8
10
11
12
13
14
15 ADA
3
1
2
3
4
5
78
9
10
11
12
13
14 ADA
6
PROPERTY LINE
THAT WILL BE
AGGREGATED
62 SF
LOCKERS
113
ENTRANCE
TO SHELL B
ENTRANCE
TO SHELL C
ENTRANCE
TO TENANT
LOBBY
ENTRANCE
TO TENANT
LOBBY
ENTRANCE
TO ENCLOSED
GARAGE
SERVICE
ENTRANCE
ENTRANCE TOSHELL AENTRANCE TO
WILD CRUMB
ENTRANCE TO
FINK'S DELI
EXIT FROM
WILD CRUMB
SECOND
ENTRANCE TO
FINK'S DELI
SECONDARY RESIDENTIAL
ENTRY FROM PARKING
EXISTING
BUILDING
ENTRANCE
EXISTING
BUILDING
ENTRANCE
GAS METERING BANK,
SEE PLUMBING
71 SF
EXIST. RR
E-106
75 SF
EXIST. RR
E-105
RR
218 SF
EXIST.
ENTRANCE
CORRIDOR
E-104
50 SF
EXIST. RR
E-107
43 SF
EXIST.
OFFICE
E-108
EXISTING
SPACES TO
REMAIN
UNCHANGED
EXISTING
SPACE TO
REMAIN
UNCHANGED
EXISTING
VESTIBULE
ENTRANCE
KITCHEN
REFRIDG.
RPQ
3
EXISTING OH DOOR FOR
SERVICE ACCESS
11
X.2.9
X.E2
4
7
LJ
303 SF
TENANT STOR.
116
A-420
1
A-421
1
239 SF
EXPANDED
STORAGE
119
E1.6.1.T
E6.6.1.T
E1.6
M2.5.1.A
M1.6.1.A
E1.6
M6.6.1.A
D7.6.1.A
E1.6.1.T
E1.6.1.T
E1.6.1.T
E5.6.1.T
C2.6
1
A-303
1
A-303
CHASE
181 SF
COMMERCIAL
TRASH
132
114 SF
TENANT TRASH
133B
63 SF
MACHINE ROOM
133
128 SF
MAINTENANCE
135
CANOPY LINE
ABOVE, SEE
ELEVATIONS
CANOPY LINE
ABOVE, SEE
ELEVATIONS
21'-0" 6'-4" 4'-1" 9'-9" 7'-10" 12'-0" 11'-4" 2'-8" 5'-9" 8'-3" 7'-6" 4'-3" 20'-0"79'-7"12°21'-0" 6'-4" 4'-1" 9'-9"42'-0"-6"
-10"
-6"
-6"
-1'-0"
-1'-5 3/4"0"
0"
0"
-2'-0"
-1'-9"
-1'-10"-1'-6"
0"
-1'-6"
1
A-320
1
A-304
1
A-304
2
A-303
2
A-303
2
A-320
4
A-320
FD
A-420
2
2
A-304
2
A-304
2
A-305
2
A-305
1
A-305
1
A-305
E5.6.1.T
E1.6.1.T
E10.6.1.T
7'-0" 19'-8"20'-0"20'-0" 6'-6" 13'-9 1/2" 5'-10 1/2" 6'-11 1/2" 8'-6 1/2" 20'-2" 8'-10" 8'-10" 7'-6" 5'-8" 8'-4" 4'-10" 7'-7"31'-2" 1'-5"
18'-8"
31 SF
CHASE
009
44 SF
EXIST.
ELEVATOR
443
272 SF
EXIST. ENTRY
E-100
CHAIN LINK GATE
A-801
3
148 SF
WEST STAIR
112
E10.6.1.T
E5.6.1.T E5.6.1.T
E5.6.1.T
FLR1
C2.6
M3.5
E6.6.1.T
E4.6.1.T
E4.6.1.T
E13.6.1.T
E6.6.1.T
E1.6.1.T
85'-9"6'-9"32'-0"
124'-6"
129
115A
E5.6.1.T
@ 18" W EA.4 BOXESCLEAR
MIN. 60"EXTERIOR RATED
PARCEL LOCKERS,
SEE SPEC
A-550
1
ACCESSIBLE
RESTROOM
STOR
ACCESSIBLE
RESTROOM
STOR
PROVIDE GROUND SLEEVING
FOR 2 3/8" TUBE STEEL FENCE
TO BE INSTALLED IN THE FUTURE.
PROVIDE MTL CAPS TO BE FLUSH
WITH SURROUNDING HARDSCAPE
-1'-6"
SLOPE FLOOR TO MATCH
ELEVATION AT DOOR
M9.1.A
3
A-322
SEE CIVIL SHEETS
FOR ASPHALT
PARKING LAYOUT
STEEL COLUMNS
PER STRUCT.,
POWDER COATED
BLACK
CONCRETE SIDEWALK PER CIVIL AND LANDSCAPE
CONCRETE SIDEWALK PER
CIVIL AND LANDSCAPE
CONCRETE SIDEWALK PER
CIVIL AND LANDSCAPE
EQ. EQ. EQ. EQ. EQ. EQ.
17'-9 1/2"
SEE CIVIL SHEETS
FOR CONCRETE
PARKING LAYOUT
FLR1
FLOOR
CONSTRUCITON
PER STRUCT. SEE
CIVIL SHEETS FOR
SLOPING AND
DRAINAGE
..
TRENCH DRAIN PER
MEP AND CIVIL
SLOPE TO DRAIN SLOPE TO DRAIN
STEEL COLUMNS
PER STRUCT.,
POWDER COATED
BLACK
STEEL COLUMNS
PER STRUCT.,
POWDER COATED
BLACKSLOPING FLOOR-1'-4"
EXISTING WINDOW
WELLEXISTING WINDOW WELLEXISTING
WINDOW
WELL
6" BOLLARD, STEEL PIPE
WITH CONCRETE PAINTED
BLACK, 4' AFF
16'-0"24'-0"
6" BOLLARD, STEEL PIPE
WITH CONCRETE PAINTED
BLACK, 4' AFF
C2.6
F3.3.1
3
A-203
4
A-203
ELEC METERING
BANK, SEE ELEC
9
6" BOLLARD, STEEL PIPE
WITH CONCRETE PAINTED
BLACK, 4' AFF. NOT TO BE
LOCATED ON TRANSF. PAD
6" BOLLARD, STEEL PIPE
WITH CONCRETE PAINTED
BLACK, 4' AFF. NOT TO BE
LOCATED ON TRANSF. PAD
18" MIN, TYPE10.6.1.T
-10"
SQUARE FOOTAGE ALLOCATION
3 TENANT SPACES:
1 HEALTH & EXERCISE
1 RESTAURANT1 OFFICE
TOTAL COMMERCIAL SQ FT 10,616 SQ FT
4,065 SQ FTNEW EXPANSION
COMMERCIAL SQ FT
6,551 SQ FTEXISTING BLDG
COMMERCIAL SQ FT
TOTAL RESIDENTIAL SQ FT 25,705 SQ FT
3 TENANT SPACES:2 RESTAURANT
1 ARTISAN MFG
11 UNITS:2 ONE-BEDROOMS
6 TWO-BEDROOMS
3 THREE-BEDROOMS
21,965 SQ FTNEW EXPANSION
RESIDENTIAL SQ FT
3,752 SQ FTEXISTING BLDG
RESIDENTIAL SQ FT
2 UNITS:
2 TWO-BEDROOMS
TOTAL OTHER SPACES SQ FT 10,856 SQ FT
ENCLOSED PARKING SQ FT 5,230 SQ FT
TOTAL PROJECT SQ FT 52,407 SQ FT
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
A-101
FIRST FLOOR
PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
OVERALL FLOOR PLAN: FIRST FLOOR1
PLAN NORTH
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
3 ADDENDUM 03 11/04/2021
4 ADDENDUM 04 11/09/2021
2 SP/CCOA REV 02 11/16/2021
UP
UP
DN
1. CONTRACTOR TO FIELD VERIFY
ALL FOUNDATION AND FOOTING
HEIGHTS.
2. CONTRACTOR TO COORDINATE
ALL SITE DRAINAGE.
3. ALL STRUCTURAL ELEMENTS
ARE TO BE REVIEWED BY A
LICENSED STRUCTURAL
ENGINEER.
4. EXTERIOR BUILIDNG
DIMENSIONS ARE TO GRID
CENTERLINE, EXTERIOR F.O.
SHEATHING/OUTSIDE FACE OF
FOUNDATION.
5. INTERIOR BUILDING
DIMENSIONS ARE TO GRID
CENTERLINE AND F.O. STUD
FRAMING.
6. ALL INTERIOR DOORS ARE 4 1/2"
AWAY FROM ADJACENT
PERPINDICULAR STUD , UNLESS
SPECIFICALLY DIMENSIONED.
7. CONTRACTOR TO COORDINATE
ALL HVAC. COORDINATE WITH
ARCHITECT FOR ANY FLOOR
PLAN CHANGES.
8. CONTRACTOR TO COORDINATE
ALL ELECTRICAL
REQUIREMENTS.
9. CONTRACTOR TO COORDINATE
ALL STRUCTURAL SHEAR
REQUIREMENTS W/ A LICENSED
STRUCTURAL ENGINEER.
10. UNTAGGED INTERIOR WALLS
EQUALS INTERIOR PARTITION
2X4 (SSD).
11. REFER TO ARCHITECTURAL
SHEET SERIES 200 EXTERIOR
ELEVATIONS FOR THE
IDENTIFICATION OF VARIOUS
EXTERIOR WALL MATERIAL
TYPES, LOCATIONS, AND
EXTENTS.
12. COORDINATE T.O. FOUNDATION
WALL AND FINISH FLOORING
WITH NEW GRADE.
FLOOR PLAN GENERAL NOTES
2
A-202
1
A-202
1
A-201
X.A X.F
C D F
1
5
8
10
13
E
1849 SF
UNIT 4 -2 BR
2-4
211'-3"
7'-0" 19'-8"20'-0"20'-0" 20'-3 1/2"124'-3 1/2"
SA
1 HR
MECH
PRIMARY BR
BATH
PRIMARY
CL
BR
KITCHEN
LIVING
CL
KITCHENLIVING
PRIMARY
BR
PRIMARY
CL
TENANT
LOBBY
EXISTING
PUBLIC
ELEV
1
A-301
1
A-301
2
A-301
2
A-301
1
A-302
1
A-302
2
A-302
2
A-302
G
14
N
9
21'-0"B
EXTERIOR
DECK
2241 SF
UNIT 3 -3 BR
2-3
1067 SF
UNIT 5 -2 BR
2-5
1055 SF
UNIT 6 -2 BR
2-6
1804 SF
UNIT 7 -2 BR
2-7
2305 SF
UNIT 8 -3 BR
2-8
1527 SF
UNIT 2 -2 BR
2-2
1925 SF
UNIT 1 -2 BR
2-1
DIN
LIV
FIRE PLACE AND BUILT INSKIT
MUD
CL
ENTRY
KIT
DIN
LIV
FIRE PLACE AND BUILT INSMECH LAUND
BR
PRIMARY BR
PRIMARY BACLBUILT-IN DESKCL
EXTERIOR
DECK
ELEV LOBBY
ENTRY
MUD CL
BR BR
CL CL
KIT
DIN
LIV
FIRE PLACE AND BUILT INSPRIMARY CL
PRIMARY BR
PRIMARY BA
PRIMARY BA
PRIMARY BR
PRIMARY CL
STOR
LAUN
CL
BATH
LAUN
MUD
PANTRY
KIT
DIN
LIV
FIRE PLACE AND BUILT INSBR BATH
MECH
EXTERIOR
DECK EXTERIOR
DECK
EXTERIOR
DECK 49'-0"71'-9"ENTRY
K
BUILT-IN FULL HEIGHT CABSSHWR
SHWR
EXTERIOR
DECK
PRIMARY BR
PRIMARY CL
MUD
PRIMARY BA
LAUN
BR
BATH
SAUNA
CL
MUD
CL
EXTERIOR
DECK
SHWR
MUD
CL
PRIMARY BA
SHWR
H M O
MECH
SUITE
BA
294 SF
CORRIDOR
205
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
A-203
3
LAUN BATH
CL
MECH
BR
SHWR PRIMARY BR
PRIMARY CL
PRIMARY BA
SAUNA
PWDR
WET
BAR
SHWR
ENTRY
STOR
EXISTING
MECH CH
EXISTING CH
MECH
PWDROFF / FLEXSHWR
SUITE
BASUITE
CL
SUITE
BR
DINING
CONNECTING
BRIDGE
MUD
171 SF
NEW WEST
STAIR
204
186 SF
NEW SOUTH
STAIR
200
221 SF
2ND FLOOR
ELEV. ACCESS
201
61 SF
NEW
ELEVATOR
202
931 SF
203
2ND FLR RESIDENCE CORRIDOR
7
L
ENTRY
ROOF
HATCH
ABOVE
LAUN
LAUNBATH
PWDR
OFFICE
BUILT-IN FULL
HGT WARDROBE
BUILT-IN
DESK
A-403
1
A-404
1
A-405
1
A-406
1
A-402
1
A-401
1
A-407
1
A-408
1
D2.6.1.A
D2.6.1.A
E8.6.1.T
D1.6.1.A
D1.6.1.AD2.6.1.A
D2.6.1.A
1
A-303
1
A-303
EXISTING
BLDG
NEW
BLDG
NEW 1 HR
CH
WET BAR & WINE
FRIDGE
STOR
1
A-320BRBR
CL
ENTRY
MUD
LAUND
PRIMARY BR
PRIMARY
BA
PANTRY
PRIMARY CL
BATH
OFFICE
MECH
1 0 5 °1 0 5 °1
A-304
1
A-304
2
A-303
2
A-303
2
A-320
4
A-320
2
A-304
2
A-304
2
A-305
2
A-305
1
A-305
1
A-305
FD
FD
FD6"65'-8"1'-0"87'-0"57'-7"120'-9"6'-3 5/8"60'-2 1/2"14'-2 7/8"40'-0"6'-3 5/8"14'-8 3/8"20'-2"7'-10"12'-0"11'-4"8'-5"15'-9"24'-3"120'-9"9'-7"77'-7"5'-8"66'-0"
1'-0"
51'-5"
211'-3"5'-11"8'-0"E7.6.T
E3.6.1.T
E2.6.1.T
E2.6.1.TE2.6.1.TE2.6.1.T
E12.6.1
E3.6.1.T
E11.6.1 E3.6.1.T E2.6.1.T
E2.6.1.T
E3.6.1.T E7.6.1.T
E3.6.1.T
E3.6.1.T
E2.6E2.6.1.U
E7.6.T
E7.6.T
E9.6.1.T
E3.6.1.TE2.6.1.T
E2.6.1.TE2.6.1.T
E2.6.1.T
E3.6.1.T
E11.6.1.U
E11.6.1
E3.6.1.T
E3.6.1.T 22'-10"1'-0"23'-1 1/2"1'-0"23'-9 1/2"14'-2 7/8"23'-1 1/2"1'-0"36'-1"CANOPY BELOWCANOPY BELOWE12.6.1
7'-4 1/2"17'-1"6'-2 1/2"1'-0"6'-2 1/2"17'-5 1/2"ALIGN W/ EXISTING WALL7'-4"
16'-10 1/4" 3'-2 1/2" 7'-1 1/4" 6'-6"
D5.6.1.A
D5.6 D2.6.1.A
D2.6.1.A
D6.6.1.A
27'-9" 7'-11" 12'-2 1/2" 13'-1 1/2"
A-800
2
A-801
5
4
A-530
3
A-322
E3.6.1.T
2-59
2-58
2-57INFILL DEMO WINDOW AREAS WITH
METAL STUDS AND SIMILAR
CONSTRUCTION TO ADJACENT EXISTING
WALL. FINISH EXTERIOR WITH METAL
SALVAGED FROM OTHER AREAS OF
BUILDING
RF3 ROOF DECK
SYSTEM ON
TOP OF RF3
RF3
RF3
SEE ROOF
PLAN
OFFICE
11'-0"2'-0"NEW STOREFRONT WINDOW
IN MODIFIED EXISTING
OPENING
EXISTING 1 HR STAIR 1 HR SHAFT1 HR SHAFT
1 HR RATED CORRIDOR1 HR RATED CORRIDORRF5 RF5
2 HR
STAIR
F1.4.1.U1'-8"1'-5"5'-11"8"EXISTING
ROOF
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
3
A-203
4
A-203
201C
E9.6.1.T
F2.6.1
201A
204
205-A
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-102
SECOND FLOOR
PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/8" = 1'-0"
OVERALL FLOOR PLAN: SECOND FLOOR1
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
4 ADDENDUM 04 11/09/2021
DN
DN
UP
2
A-202
1
A-202
C D F
1
5
10
13
E
120'-9"7'-0" 19'-8"20'-0"20'-0" 20'-3 1/2" 5'-10 1/2" 6'-11 1/2" 8'-6 1/2" 20'-2"17'-8" 7'-6" 5'-8" 8'-4"43'-7"
59'-8"87'-0"57'-7"
SA
1
A-301
1
A-301
2
A-301
2
A-301
1
A-302
1
A-302
2
A-302
2
A-302
G
14
N
9
B
ENTRY
KIT
DIN LIV
FIRE PLACE AND BUILT INSPRIMARY BR
PRIMARY BABUILT IN WARDROBE / DESKEXTERIOR DECK
EXTERIOR
DECK
EXTERIOR
DECK
ENTRY
MUD CL
BR BR
CL CL
KIT
DIN
LIV
FIRE PLACE AND BUILT INSPRIMARY CL
PRIMARY BR
PRIMARY BA
PRIMARY BA
PRIMARY BR
PRIMARY CL
STOR
MECH
LAUN
CL
LAUN
MUD
PWDR
KIT
DIN
LIV
FIRE PLACE AND BUILT INSBR BATH
MECH
EXTERIOR
DECK
EXTERIOR
DECK
ENTRY
DIN
LIV
FIRE PLACE AND BUILT INSBR BRCL
ENTRY
MUD
LAUND
PRIMARY BR
PRIMARY
BA
CL
PANTRY
PRIMARY CL
KIT
SKY LIGHT
ABOVE
STAIRWELL 22'-10"1'-0"47'-11"K
ENTRY
LIV
FIRE PLACE AND BUILT INS
DIN
KIT
PANTRY
EXTERIOR
DECK
SKY LIGHT
ABOVE
STAIRWELL
PWDR
PWDR
LIV
KIT
PANTRY
CL
CL
FIRE PLACE AND BUILT INS
CL
H M O
BR
CL
BATH
OFFICE
MECH LAUNDRY CLPWDROFFICE
SHWR
SHWR
SUITE
BA
SHWR
P
3
CL
MECH
MUD
MUD
ENTRY
PANTRY
WET BAR AND BUILT INS11
2274 SF
UNIT 9 -3 BR
3-9
1822 SF
UNIT 10 -2 BR
3-10
877 SF
UNIT 5.2
3-5
870 SF
UNIT 6.2
3-6
1804 SF
UNIT 11 -2 BR
3-11
2305 SF
UNIT 12 -3 BR
3-12
921 SF
RESIDENCE
CORRIDOR
303
921 SF
RESIDENCE
CORRIDOR
303
61 SF
NEW
ELEVATOR
302
171 SF
STAIR
304 MECH
186 SF
NEW SOUTH
STAIR
300
1 HR
CHASE 221 SF
ELEV LOBBY
301
7
J
BATH
MUD
CL
DIN
A-409
1
A-410
1
A-405
2
A-406
2
A-412
1
A-411
1
1
A-303
1
A-303
BUILT IN WARDROBE, DESK
1
A-320
1
A-304
1
A-304
2
A-303
2
A-303
2
A-320
4
A-320
WET BAR & WINE
FRIDGE
2
A-304
2
A-304
2
A-305
2
A-305
1
A-305
1
A-305
P1.4.1.A
FD
FD
FD
211'-3"7'-4 1/2"6'-6"9'-10"5'-11"7'-4"6'-6"9'-0"49'-0"71'-9"21'-0"10'-5"9'-9"7'-10"23'-4"8'-5"15'-9"24'-3"21'-0"10'-5"9'-9"7'-10"23'-4"8'-5"15'-9"24'-3"40'-0"120'-9"E8.6.1.T
E2.6.1.TE2.6.1.T
E2.6.1.T
E2.6.1.T
E12.6.1.U
E12.6
E3.6.1.T
E12.6.1
E11.6.1.U
E11.6.1.U E3.6.1.T E3.6.1.T
E3.6.1.T E2.6.1.T
E2.6.1.T E2.6.1.T
E2.6.1.T
E7.6.1.T
E3.6.1.T
E9.6.1
E3.6.1
E9.6.1
E3.6.1.T
E3.6.1.U
E7.6.1.T
E2.6.1.U
E2.6.1.T
E2.6.1.U
E2.6.1.T
E7.6.T
E7.6.1.T
E9.6.1.T
E3.6.1.T
E2.6.1.T
E2.6.1.TE2.6.1.T
E2.6.1.T
E3.6.1.T
E11.6.1.U
E3.6.1.T
E3.6.1.T
E7.6.1.T
E3.6.1.T
2
A-203
1
A-203
A-800
3
A-801
6
5
A-530
3
A-322
RF5 RF5
1 HR
SHAFT
1 HR RATED CORRIDOR1 HR RATED CORRIDOR1 HR RATED CORRIDOR
RF8
NEW ROOF, SEE
ROOF PLAN
1'-8"1'-5"5'-11"8"F1.4.1.U
EXISTING ROOF TO
REMAIN
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
3
A-203
4
A-203
301C
E9.6.T
301A
304
1. CONTRACTOR TO FIELD VERIFY
ALL FOUNDATION AND FOOTING
HEIGHTS.
2. CONTRACTOR TO COORDINATE
ALL SITE DRAINAGE.
3. ALL STRUCTURAL ELEMENTS
ARE TO BE REVIEWED BY A
LICENSED STRUCTURAL
ENGINEER.
4. EXTERIOR BUILIDNG
DIMENSIONS ARE TO GRID
CENTERLINE, EXTERIOR F.O.
SHEATHING/OUTSIDE FACE OF
FOUNDATION.
5. INTERIOR BUILDING
DIMENSIONS ARE TO GRID
CENTERLINE AND F.O. STUD
FRAMING.
6. ALL INTERIOR DOORS ARE 4 1/2"
AWAY FROM ADJACENT
PERPINDICULAR STUD , UNLESS
SPECIFICALLY DIMENSIONED.
7. CONTRACTOR TO COORDINATE
ALL HVAC. COORDINATE WITH
ARCHITECT FOR ANY FLOOR
PLAN CHANGES.
8. CONTRACTOR TO COORDINATE
ALL ELECTRICAL
REQUIREMENTS.
9. CONTRACTOR TO COORDINATE
ALL STRUCTURAL SHEAR
REQUIREMENTS W/ A LICENSED
STRUCTURAL ENGINEER.
10. UNTAGGED INTERIOR WALLS
EQUALS INTERIOR PARTITION
2X4 (SSD).
11. REFER TO ARCHITECTURAL
SHEET SERIES 200 EXTERIOR
ELEVATIONS FOR THE
IDENTIFICATION OF VARIOUS
EXTERIOR WALL MATERIAL
TYPES, LOCATIONS, AND
EXTENTS.
12. COORDINATE T.O. FOUNDATION
WALL AND FINISH FLOORING
WITH NEW GRADE.
FLOOR PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -3
KEY PLAN
A-103
THIRD FLOOR
PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
OVERALL FLOOR PLAN: THIRD FLOOR1
PLAN NORTH
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
4 ADDENDUM 04 11/09/2021
DN
2
A-202
1
A-202
1
5
8
10
13
E
211'-3"49'-0"71'-9"SA
40'-0"2
A-201
1
A-201
1
A-301
1
A-301
2
A-301
2
A-301
1
A-302
1
A-302
2
A-302
2
A-302
G
14
N
9
K
SEE ROOF PLAN
27'-0 1/2"22'-11"
118'-5"
H M
A-203
3
11
401B
61 SF
NEW
ELEVATOR
402
188 SF
NEW EAST
STAIR
400
65 SF
ELEVATOR
LOBBY
401
J
20'-2 1/2"
1
A-303
1
A-303
1
A-304
1
A-304
2
A-303
2
A-303
2
A-304
2
A-304
2
A-305
2
A-305
TENANT SHARED ROOF DECK.
PEDESTAL COMPOSITE DECK SYSTEM
WITH SLOPED MEMBRANE ROOFING
BELOW
4'-2 1/2" 8'-0" 8'-0"21'-0"10'-5"9'-9"7'-10"12'-0"19'-9"15'-9"24'-3"66'-8"26'-2" 6'-11 1/2" 8'-6 1/2" 20'-2" 17'-8" 7'-6"57'-7"
E7.6.1.T
D4.6 D4.6
D4.6.1.U D4.6.1.U
E7.6.1.T E7.6.T E7.6.1.T
E2.6.5.U
E7.6.1.T
E7.6.1.T
POTTED PLANTS
POTTED PLANTS
MOVEABLE TABLE AND CHAIRS
MOVEABLE TABLE AND CHAIRS
ROOF DECK
732 SF
A-800
4
3
A-322
1
A-519
SEE ROOF PLAN
SEE ROOF PLAN
ROOF DECK WALL
10'-5"9'-9"1 HR
SHAFT 1 HR
SHAFT
3
A-203
401C
401A
1. CONTRACTOR TO FIELD VERIFY
ALL FOUNDATION AND FOOTING
HEIGHTS.
2. CONTRACTOR TO COORDINATE
ALL SITE DRAINAGE.
3. ALL STRUCTURAL ELEMENTS
ARE TO BE REVIEWED BY A
LICENSED STRUCTURAL
ENGINEER.
4. EXTERIOR BUILIDNG
DIMENSIONS ARE TO GRID
CENTERLINE, EXTERIOR F.O.
SHEATHING/OUTSIDE FACE OF
FOUNDATION.
5. INTERIOR BUILDING
DIMENSIONS ARE TO GRID
CENTERLINE AND F.O. STUD
FRAMING.
6. ALL INTERIOR DOORS ARE 4 1/2"
AWAY FROM ADJACENT
PERPINDICULAR STUD , UNLESS
SPECIFICALLY DIMENSIONED.
7. CONTRACTOR TO COORDINATE
ALL HVAC. COORDINATE WITH
ARCHITECT FOR ANY FLOOR
PLAN CHANGES.
8. CONTRACTOR TO COORDINATE
ALL ELECTRICAL
REQUIREMENTS.
9. CONTRACTOR TO COORDINATE
ALL STRUCTURAL SHEAR
REQUIREMENTS W/ A LICENSED
STRUCTURAL ENGINEER.
10. UNTAGGED INTERIOR WALLS
EQUALS INTERIOR PARTITION
2X4 (SSD).
11. REFER TO ARCHITECTURAL
SHEET SERIES 200 EXTERIOR
ELEVATIONS FOR THE
IDENTIFICATION OF VARIOUS
EXTERIOR WALL MATERIAL
TYPES, LOCATIONS, AND
EXTENTS.
12. COORDINATE T.O. FOUNDATION
WALL AND FINISH FLOORING
WITH NEW GRADE.
FLOOR PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
KEY PLAN
ROOF
A-104
ROOF DECK
FLOOR PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
OVERALL FLOOR PLAN: ROOF DECK FLOOR1
PLAN NORTH
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
LOADING
DUMPSTER
COVERED
EXTERIOR
PLAZA
PRIVATE
RESIDENT /
TENANT
PARKING
14 STALLS
LIGHT WELL
MAILBOXESPUBLIC
ELEVATOR
ACCESS
PUBLIC LOBBY
ENCLOSED
PRIVATE PARKING
ACCESS
RESIDENT
TRASH
ENTRANCE
TO SHELL B
ENTRANCE
TO SHELL C
ENTRANCE
TO TENANT
LOBBY
ENTRANCE
TO TENANT
LOBBY
ENTRANCE
TO ENCLOSED
GARAGE
SERVICE
ENTRANCE
ENTRANCE TOSHELL AENTRANCE TO
WILD CRUMB
ENTRANCE TO
FINK'S DELI
EXIT FROM
WILD CRUMB
SECOND
ENTRANCE TO
FINK'S DELI
SECONDARY
RESIDENTIAL
ENTRY FROM
PARKING
EXISTING
BUILDING
ENTRANCE
EXISTING
BUILDING
ENTRANCE
RR
EXISTING
SPACE TO
REMAIN
UNCHANGED
EXISTING
VESTIBULE
ENTRANCE
KITCHEN
REFRIDG.
1593 SF
SHELL A
110
410 SF
SERVICE
CORRIDOR
111
467 SF
STORAGE
E-103
1586 SF
WILD CRUMB
E-101
1317 SF
FINK'S DELI
E-102
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
77 SF
ACCESSIBLE
RR/SHWR
114
62 SF
LOCKERS
113
145 SF
FIRE RISER
120
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
324 SF
TENANT
STORAGE
121
576 SF
TENANT LOBBY
123
1212 SF
SHELL C
131
871 SF
SHELL B
130
ELEVATOR
91 SF
TENANT
CORRIDOR
117
11'-6"
CLG5
11'-6"
CLG53'-8"18" GLASS SMOKE
BAFFLE MOUNTED TO
CEILING, PER SPEC
SLOPING CEILING,
1/2":12" SLOP
11'-0"
10'-0 1/4"
CLG6
CLG5
CLG6
CLG5
11'-6"
11'-6"12'-0"
10'-6"
11'-6"
11'-6"
11'-6"
11'-6"
9'-0"
11'-0"
11'-6"
11'-6"
11'-6"11'-6"
11'-6"
11'-6"
CLG5
CLG2
CLG5
11'-6"
11'-6"CLG2 CLG5
CLG5
CLG5
CLG5
11'-6"
11'-6"
12'-0"
CLG3
6'-10 1/2"
CLG3 13'-0"13'-0"45'-10 1/4"59'-4"
CLG7
8'-6"
CLG7CLG7
8'-6"8'-6"
EXTERIOR METAL PANEL SOFFIT, SEE
DETAILS
EXTERIOR METAL PANEL
SOFFIT, SEE DETAILSEXTERIOR METAL PANEL SOFFIT, SEE DETAILSE4.6.1.U
E4.6.1.U
E5.6.1.T E3.6.1.T E2.6.1.T
SOFFIT BULK HEAD
SOFFIT BULK HEAD
SOFFIT BULK HEAD
SOFFIT BULK HEAD
M5.3.1.U
M5.3.1.U
SOFFIT BULK HEAD
EXISTING
SPACE TO
REMAIN
UNCHANGED
EXISTING
SPACE TO
REMAIN
UNCHANGED
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
KEY PLAN
A-111
FIRST FLOOR
REFLECTED
CEILING PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/8" = 1'-0"
FIRST FLOOR1
1 DESCRIPTION DATE
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5EXTERIOR
DECK
PRIMARY BR
BATH
PRIMARY
CL
BR
KITCHEN
LIVING
KITCHENLIVING
PRIMARY
BR
PRIMARY
CL
TENANT
LOBBY
PUBLIC
ELEV
EXTERIOR
DECK
BR
ENTRY
KIT
LIV
ENTRY
KIT
DIN LIV
LAUND
BR
PRIMARY BR
PRIMARY BACLPWDR
CL
EXTERIOR
DECK
ELEV
LOBBY
ENTRY
BR BR KIT
DIN
LIV
PRIMARY CL
PRIMARY BR
PRIMARY BA
PRIMARY BA
PRIMARY BR
PRIMARY CL
STOR LAUN BATH
LAUN
KIT
DIN
LIV
BR BATH
EXTERIOR
DECK EXTERIOR
DECK
EXTERIOR
DECK
ENTRY
EXTERIOR
DECK
PRIMARY BR
PRIMARY CL
MUD
PRIMARY BA
LAUN
BR
BATH
SAUNA
CL
MUD
EXTERIOR
DECK
CL
BATH
PRIMARY BA
OFFICE
SUITE
BA
MUD
BRCL BATH
LAUN
LAUN BATH
CL
BR
PRIMARY BR
PRIMARY CL
PRIMARY BA
SAUNA
PWDR
ENTRY
PWDROFF / FLEXSUITE
BASUITE
CL
SUITE
BR
DINING
CONNECTING
BRIDGE
MECH
CL
PANTRY
MUD FIRE PLACE AND BUILT INSMECH BUILT-IN DESKMUD CL
CL CL
FIRE PLACE AND BUILT INSMECH
CL
MUD
PANTRY
FIRE PLACE AND BUILT INSMECH BUILT-IN FULL HEIGHT CABSSHWR
SHWR
SHWR
SHWR
CL
SHWR
MUD
SHWR
CL
MECH
SHWR
MECH
SHWR
MECH
SHWR
WET
BAR
SHWR
STOR
STOR
CH
CH
MECH
SHWR
MUD
ELEV
EAST
STAIR
WEST
STAIR
LAUN
LAUNBATH
EXISTING
ROOF
HATCH ABOVE
A-403
2 A-404
2
A-401
2
A-402
2
A-405
3
A-406
3
A-407
2 A-408
2
CORRIDOR
CORRIDOR
BR
STOR TL
18" GLASS SMOKE
BAFFLE MOUNTED TO
CEILING, PER SPEC
CLG3CLG3
8'-6"8'-6"
9'-6"
9'-6"
CLG1
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-112
SECOND FLOOR
REFLECTED
CEILING PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
SECOND FLOOR1
PLAN NORTH
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
ENTRY
KIT
DIN LIV
PRIMARY BR
PRIMARY BA
EXTERIOR DECK
EXTERIOR
DECK
EXTERIOR
DECK
ENTRY
BR BR KIT
DIN
LIVPRIMARY CL
PRIMARY BR
PRIMARY BA
PRIMARY BA
PRIMARY BR
PRIMARY CL
LAUN BATH
LAUN
PWDR
KIT
DIN
LIV
BR BATH
EXTERIOR
DECK EXTERIOR
DECK
ENTRY
DIN
LIV
BR BR
CL
ENTRY
MUD
LAUND
PRIMARY BR
PRIMARY
BA
PANTRY
PRIMARY CL
KIT
SKY LIGHT
ABOVE
STAIRWELL
ENTRY
LIV
DIN
KIT
EXTERIOR
DECK
SKY LIGHT
ABOVE
STAIRWELL
PWDR
DINPWDR
LIV
KIT
BR
CL
BATHOFFICE
CL
LAUND CLPWDROFFICE
SUITE
BA
MECH
STOR
ENTRY
MUD
CL FIRE PLACE AND BUILT INSBUILT IN WARDROBE / DESKMUD CL
CL CL
FIRE PLACE AND BUILT INSMECH
CL
MUD
FIRE PLACE AND BUILT INSMECHFIRE PLACE AND BUILT INSWET
ROOM
FIRE PLACE AND BUILT INS
PANTRY
WET BAR
WET BAR
PANTRY
CL
CL
FIRE PLACE AND BUILT INS
SHWR
SHWR
CL
MECH
SHWR
SHWR
SHWR
CL
MUD
MUD
PANTRY
WET BAR AND BUILT INSMECH
CHASE
ELEV
LOBBY
EAST
STAIR
WEST
STAIR
ELEVATOR
A-409
2
A-410
2
A-405
4
A-406
4
A-411
2
A-412
2
18" GLASS SMOKE
BAFFLE MOUNTED TO
CEILING, PER SPEC
WET BAR
CHASE
ELEV LOBBY
EAST
STAIR
ELEVATOR
11'-0"
CLG1
SKYLIGHTS
18" GLASS SMOKE
BAFFLE MOUNTED TO
CEILING, PER SPEC
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -3
KEY PLAN
A-113
THIRD FLOOR &
ROOF DECK
REFLECTED
CEILING PLANSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/8" = 1'-0"
THIRD FLOOR REFLECTED CEILING PLAN1
1/8" = 1'-0"
ROOF DECK REFLECTED CEILING PLAN2
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
1. PROVIDE ROOFING MANUFACTURER STANDARD FLASHING
DETAILS FOR ALL ROOF PENETRATIONS.
2. COORDINATE ROOF PENETRATION CURB AND FLASHING
REQUIREMENTS WITH AFFECTED TRADES.
3. COORDINATE SELECTED MANUFACTURER'S REQUIRED
CLEAR OPENING WIDTH FOR ALL ROOF TOP EQUIPMENT
WITH MECHANICAL COORDINATION SHOP DRAWINGS.
4. PROVIDE ICE AND WATER SHIELD AT ALL ROOF OVERHANGS
AND VALLEYS TO 24" MIN. BEYOND BUILDING PERIMETER.
5. MAINTAIN ALL ROOF DRAINS CLEAN AND FREE-FLOWING
DURING AND UPON COMPLETION OF CONSTRUCTION
6. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND
PENETRATIONS. ALL EQUIPMENT PENETRATIONS MAY NOT
BE SHOWN ON THIS ROOF PLAN.
7. PAINT ALL ROOF TOP EQUIPMENT, ACCESSORIES,
FLASHING, ETC. THAT IS NOT PAINTED OR FACTORY
FINISHED.
ROOF PLAN GENERAL NOTES
ROOF AREA
XXX S.F (TOAL RF AREA REQ'D TO BE VENTED) x (1/150) REQ'D
NET FREE VENTILATING = XXX' S.F. REQ'D
RIDGE VENT
XX' (RIDGE LENGTH) x 1.5' (VENTILATING AREA PER S.F.) = XX'
EAVE VENT
XX (EAVE LENGTH) x .75 (VENTILATING AREA PER S.F.) = XX'
XX' + XX' = XXX' PROVIDED (XXX' REQ'D)
ROOF VENTILATION CALCULATIONS
2
A-202
1
A-202
X.4
X.1
X.A X.F
X.5
10
13
E
S
A
1
A-301
1
A-301
2
A-301
2
A-301
1
A-302
1
A-302
2
A-302
2
A-302
G
14
N
9
KH M Q
A-203
J
SKYLIGHT, TYP.
SKYLIGHTS
(4) EXISTING SKYLIGHTS
EXISTING ROOFTOP UNITS
EXISTING ROOFTOP UNITS
EXISTING
ROOFTOP
HATCH
SLOPED MEMBRANE ROOFING, TYP.
ELEVATOR
PENTHOUSE
SLOPED MEMBRANE ROOFING, TYP.
SLOPED MEMBRANE ROOFING, TYP.
41' - 9"43' - 11 1/2"
42' - 6 1/2"
44' - 0"
40' - 2 1/2"
40' - 0"
41' - 0"
41' - 0"40' - 0"
42' - 9 1/2"
41' - 0"
41' - 0"
40' - 0"
42' - 0"
SLOPED
MEMBRANE ROOF
CANOPY
SLOPED MEMBRANE ROOF CANOPY
44' - 0"43' - 11 1/2"42' - 0"42' - 0"
41' - 8 1/2"
44' - 4"
42' - 0"
42' - 0"
43' - 6"
57' - 9"
2' BUILT UP CURB
AND SLOPED ROOF
2' BUILT UP CURB
AND SLOPED ROOF
ROOF DRAIN,
TYP
OVERFLOW DRAIN, TYPROOF DRAIN, TYP
ROOF DRAIN, TYP
ROOF DRAIN, TYP
1
A-303
1
A-303
SKYLIGHTS
39' - 6"
39' - 6"
EQUIPMENT RE. MEP DRAWINGS
SCUPPER & D.S.
1
A-320
1
A-304
1
A-304
2
A-303
2
A-303
2
A-320
4
A-320
6
A-800
2
A-304
2
A-304
2
A-305
2
A-305
1
A-305
1
A-305
23'-0"27'-0 1/2"TENANT SHARED ROOF DECK.
PEDESTAL COMPOSITE DECK SYSTEM
WITH SLOPED MEMBRANE ROOFING
BELOW GUARDRAIL2
A-201
1
A-201
4
A-530
5
A-530
APPROX. SOLAR PANELS AREA, ADD
ALT #1
APPROX. SOLAR PANELS AREA, ADD
ALT #1
APPROX. SOLAR PANELS AREA, ADD
ALT #1
ROOF DRAIN,
TYP
OVERFLOW
DRAIN, TYP
SCUPPER IN WALL,
DRAIN TO MAIN ROOF
ROOF DRAIN, TYP
OVERFLOW DRAIN, TYP
APPROX. SOLAR
PANELS AREA, ADD
ALT #1
APPROX. SOLAR
PANELS AREA, ADD
ALT #1
SLOPED MEMBRANE ROOF CANOPY
SLOPED MEMBRANE ROOF
SLOPED KEBONY ROOF SLOPED KEBONY ROOF
SLOPED
MEMBRANE
ROOFING, TYP.
RF1
RF7
RF8
RF8
RF4
RF4
RF4
SCUPPER & D.S.
ROOF DECK
SYSTEM BELOW
@ LVL 2
MEMBRANE
ROOF @ LVL 2RF3
RF2
RF3
EXISTING ROOF
BELOW TO
REMAIN
3
A-322
1
A-519
GUTTER AND DOWNSPOUT
RF7
16
A-602
A-120
2
A-120
2
7'-4 1/2"12'-4"22'-10 1/2"12'-8"9'-5 1/2"
3
A-203
4
A-203
8
9
H J
8'-6 1/2" 11"5 1/2"11'-10 1/2"1 1/2"2'-0"4'-0"4'-0"EQ EQ
E3.6.5.T
E3.6.5.T
E3.6.5.T
E3.6.5.T
SKY LIGHTS
ABOVE PER
SPEC
1
A-519
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
KEY PLAN
ROOF
A-120
ROOF PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
ROOF PLAN1
PLAN NORTH
1/4" = 1'-0"
SKY LIGHT ENLARGED PLAN2
1 DESCRIPTION DATE
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
1 5 8 10 1326
1
A-301
1
A-301
2
A-301
2
A-301
WHITEWASHED EXISTING
BRICK
EXISTING METAL
SIDING TO REMAINWHITE ANCHORED
BRICK VENEER
BLACK ALUM.
STOREFRONT
GLAZING
STEEL CANOPY
STEEL GUARDRAIL
WITH WOOD TOP RAIL
KEBONY CHARACTER
CLADDING, VERT
SHIPLAP
DARK 3/4" CORRUGATED
METAL PANEL
KEBONY CHARACTER
CLADDING, VERT
SHIPLAP
12 149
PROJECTION
3' - 10 1/2" CANOPY
1'-0"OF CANOPY12'-0" BOTTOMEXTERIOR DOWNLIGHT
PROJECTION
5'-0" CANOPY
STEEL CANOPY,
FRAMING PER STRUCT.
WOOD SOFFIT
SLOPED PARAPET /
ROOFLINE VARIATION
STEEL GUARDRAIL
WITH WOOD TOP RAIL
45' - 0" CANOPY LENGTH
44'-5"
DARK 3/4" CORRUGATED
METAL PANEL
ENTRY TO
SHELL A
EXISTING ENTRY TO
WILD CRUMB TO REMAIN
20'-0"20'-0"
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
9-I 9-J
120
2-51
2-52
3 1147
3-54
DARK 3/4"
CORRUGATED METAL
PANEL
N. ALLEY LOADING
98'-6"
3-J3-I
1
A-320
2
A-320
4
A-320
3-45
3-51 3-52
2-57
3-53
2
A-305
2
A-305
1
A-305
110A
FABRICATED SIGN,
SEE SIGNAGE DWGS
EXISTING AWNING
TO REMAIN AT EXIST.
BUILDING SOUTH ENTRY
KEBONY CHARACTER
CLADDING, VERT
SHIPLAP
METAL SCUPPER
& DOWNSPOUT
METAL COPING CAP
METAL FASCIA
METAL FASCIA 17'-9"9'-9"
3-46
ROOF DECK
141'-3"
NEW DOWNSPOUT TO
MATCH EXISTING. TIE
INTO EXISTING
DOWNSPOUT ON NORTH
FACE AND ROUTE NEW
TO WEST FACE AND TIE
INTO IN GROUND SLEEVE
PER CIVIL
PATCH IN SALVAGED
MTL SIDING AT
REMOVED WINDOW
NEW WINDOWS AT
EXIST. EXTERIOR WALL
2-126
2-124
2-122
2-120
2-1192-1212-1232-125
2-117
2-118
EXISTING BUILDING
BOLLARDS
MTL PARAPET CAP
MTL PARAPET CAP, TYP.
METAL COPING CAP
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
C D FE TTSA
1
A-302
1
A-302
2
A-302
2
A-302
WHITEWASHED EXISTING BRICK
EXISTING MTL
SIDING TO REMAIN
BLACK ALUM.
STOREFRONT
GLAZING
STEEL CANOPY
STEEL GUARDRAIL
WITH WOOD TOP RAIL
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
KEBONY CHARACTER
CLADDING, VERT
SHIPLAP
PROJECT IDENTITY
SIGNAGE LOCATION,
SEE SIGNAGE
STEEL CANOPY,
SEE DETAIL
G N
13'-0"14'-0"13'-0"B KH M O
BREEZEWAY
TO
OPEN
PARKING
STEEL PREFAB. GAS
FIRE TABLE, SEE SPEC
METAL FABRICATED
CEILING ELEMENT
STEEL GUARDRAIL
WITH WOOD TOP RAIL
DARK 3/4" CORRUGATED
METAL PANEL
1'-0"OF CANOPY12'-0" BOTTOMPROJECTION
5'-0" CANOPY
BLACK ALUM.
STOREFRONT
GLAZING
DARK 3/4"
CORRUGATED
METAL PANEL
119' - 6" CANOPY LENGTH
1'-0"OF CANOPY12'-0" BOTTOMSLOPED PARAPET
VARIATION
118'-5"
70'-8 1/2"26'-7"21'-4 1/2"
40'-0"32'-0"11'-7"35'-4 1/2"
TRANSFORMER BY
OTHERS, FOR SCREENING
SEE LANDSCAPE
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
3-69
3-67
3-68
3-65
3-66
3-63
3-64
3-62
3-60
3-61
3-58
3-59
3-57
3-55
3-56
2-63
261
2-62
2-64
2-65
2-68
2-71
2-72
2-75
2-73
2-74
3-70
3-71
2-76
2-77
11-C
7-C
12-H
8-L
130A 131A
3-40
3-42
3-43
RPQX.E2 LJ
12-J
8-J
2-66
2-67
2-69
2-70
WHITE ANCHORED
BRICK VENEER
1
A-303
1
A-303
TENANT LOBBY
99'-6"
SHELL C
99'-2"1
A-304
1
A-304
2
A-303
2
A-303
2
A-304
2
A-304
WALL GRAPHIC /
ART LOCATION,
DESIGN TBD
WHITE ANCHORED
BRICK VENEER
METAL / WOOD
BENCH, SEE
LANDSCAPE
CONCRETE / WOOD
INTEGRATED PLANTER &
BENCH, SEE LANDSCAPE
METAL FASCIA
METAL / WOOD BENCH,
SEE LANDSCAPE
METAL / WOOD BENCH,
SEE LANDSCAPE
ROOF DECK
141'-3"
DOWNSPOUT TO
LANDSCAPING
DOWNSPOUT TO
LANDSCAPING
EXISTING BUILDING
MTL PARAPET CAP
MTL PARAPET CAP
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-201
EXTERIOR
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
WEST BUILDING ELEVATION1
1/8" = 1'-0"
SOUTH BUILDING ELEVATION2
EXTERIOR MATERIALS INSPIRATIONS:
KEBONY CHARACTER CLADDING, VERT SHIPLAP
DARK 3/4" CORRUGATED METAL PANEL
WHITE BRICK OR WHITEWASHED BRICK
1 DESCRIPTION DATE
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-3011214 9
DEPTH
5'-0" CANOPY
1'-0"STEEL CANOPY,
FRAMING PER STRUCT.
KEBONY CHARACTER
CLADDING, VERT
SHIPLAP
WHITE ANCHORED
BRICK VENEER
DARK 3/4" CORRUGATED
METAL PANEL
DARK 3/4" CORRUGATED
METAL PANEL
STEEL COLUMN
PER STRUCT
DARK 3/4" CORRUGATED
METAL PANEL
DECORATIVE BLACK METAL
BAND, TO MATCH CANOPIES
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
STEEL GUARDRAIL
WITH WOOD TOP RAIL
METAL FABRICATED
CEILING ELEMENT
POTENTIAL PROJECT
ART / SIGNAGE
LOCATION, BLANK
WALL TREATMENT
OPTIONAL
POTENTIAL PROJECT
ART / SIGNAGE LOCATION,
BLANK WALL TREATMENT
REQ'D
METAL FASCIA
13'-0"13'-0"14'-0"MAX STAIR/ELEV
CORE HEIGHT
157'-0"
3-08
3-09 3-11
3-10
2-14
2-15
2-16
2-17
2-76
2-77
3-74
3-72
3-73
2-78 2-13
2-11
2-12
2-09
2-10
2-08
12-I
8-K
6-L 5-M
401B
31147
6-M 5-L
GAS METERS, SEE PLUMB.
SEE LANDSCAPE FOR
SCREENING. PAINT TO
MATCH BRICK COLOR BEHIND
TENANT LOBBY
99'-6"
SHELL C
99'-2"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
6-N 5-N
1
A-320
4
A-320
6
A-800
2
A-305
2
A-305
1
A-305
BOARD FORMED
CONCRETE
TRANSFORMER BY
OTHERS, FOR SCREENING
SEE LANDSCAPE BOARD FORMED
CONCRETE TREATMENT
TO ADDRESS BLANK WALL
TREATMENT AS REQ'D
EXTERIOR DOWNLIGHT
METAL FASCIA
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
ROOF DECK
141'-3"
MTL PARAPET CAP
ROOF DECK RAILING
SEE DETAIL
SKYLIGHTS
3
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
CDFETTS A
1
A-302
1
A-302
2
A-302
2
A-302
GN BKHMO
STEEL CANOPY,
FRAMING PER STRUCT
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
EXTERIOR DOWNLIGHT
WHITE ANCHORED
BRICK VENEER
BLACK ALUM.
STOREFRONT
GLAZING
PROJECTION
5'-0" CANOPY
OF CANOPY12'-0" BOTTOM1'-0"KEBONY CHARACTER
CLADDING, VERT SHIPLAP
DECORATIVE BLACK METAL
BAND, TO MATCH CANOPIES
13'-10"
DECORATIVE BLACK METAL
BAND, TO MATCH CANOPIES
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
3-01
2-01
3-13
3-14
3-12
2-19
2-20
3-22
3-20
3-21
2-27
3-25
3-23
3-24
2-31
2-29
2-30
3-26
3-27
2-32
2-33
2-34
3-28
129
3-00
2-00
3-29 3-31
3-32
3-33
3-34
3-35
3-36 3-38 3-39
R PQ L J
3-02
3-03
3-04
3-05
3-06
3-07
2-02
2-03
2-04
2-05
2-06
2-07
2-21
2-22
3-15
3-16 3-30 3-37
2-26
2-28
115A
SLOPED PARAPET
VARIATION
DARK 3/4" CORRUGATED
METAL PANEL STEEL OVERHEAD COILING
DOORS TO TRASH ROOMS
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
DARK 3/4" CORRUGATED
METAL PANEL
1
A-303
1
A-303
TENANT LOBBY
99'-6"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
2-35
2-36 2-38
2-37
2-39
2-40
2-41
2-42
2-43
2-44 2-45
3-17
3-18
3-19
2-23
2-24
2-25
1
A-304
1
A-304
2
A-303
2
A-303
2-18
2
A-304
2
A-304
BOARD FORMED
CONCRETE TREATMENT
TO ADDRESS BLANK WALL
TREATMENT AS REQ'D
BOARD FORMED CONCRETE
TREATMENT TO ADDRESS BLANK
WALL TREATMENT AS REQ'D
16'X10' OVERHEAD DOOR
WALL GRAPHIC / ART LOCATION,
DESIGN TBD
17'-4"
21'-0"
METAL FLASHING AT TRANSITION
W/ CONCRETE, TYP
ANCHORED WHITE
BRICK VENEER
BREEZEWAY
TO
PEACH
STREET
FRONTAGE
DARK 3/4" CORRUGATED
METAL PANEL
ANCHORED WHITE
BRICK VENEER
4'-0"4'-8" 10'-7"
METAL FASCIA
METAL SCUPPER &
DOWNSPOUT
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
ROOF DECK
141'-3"
3
A-322
BOLLARDS, TYP.
133A 132A 111A
STEEL COLUMNS, PAINTED
BLACK, TYP.
MTL PARAPET CAP, TYP MTL PARAPET CAP, TYP
ELECTRICAL
METERING, SEE ELEC.
PAINT TO MATCH
BRICK COLOR BEHIND
3
1. REFER TO ARCHITECTURAL FLOOR PLAN SHEETS FOR ALL
WALL OPENING COMPONENT TYPES AND SHEET SERIES 600
FOR ALL WALL OPENING COMPONENT CONFIGURATIONS
AND DIMENSIONS.
ELEVATION GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-202
EXTERIOR
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
EAST BUILDING ELEVATION1
1/8" = 1'-0"
NORTH BUILDING ELEVATION2
EXTERIOR MATERIALS INSPIRATIONS:
KEBONY CHARACTER CLADDING, VERT SHIPLAP
DARK 3/4" CORRUGATED METAL PANEL
WHITE BRICK OR WHITEWASHED BRICK BOARD FORMED CONCRETE
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
3 ADDENDUM 03 11/04/2021
4 ADDENDUM 04 11/09/2021
2 SP/CCOA REV 02 11/16/2021
3 SP/CCOA REV 03 12/17/2021
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
C D FEA GB
3-40
3-41
3-42
3-43
3-44
2-46
2-47
2-51
2-52
2-56
2-54
2-55
3-48
3-49
2-53
1
A-303
1
A-303
TENANT LOBBY
99'-6"SHELL C
99'-2"
2-48
2-49
2-50
3-45
3-47 3-50
ROOF DECK
141'-3"
STEEL GUARDRAIL
WITH WOOD TOP RAIL
KEBONY CHARACTER
CLADDING, VERT SHIPLAP
STEEL CANOPY,
SEE DETAIL
MTL PARAPET CAP
BLACK ALUM.
STOREFRONT GLAZING
WHITE ANCHORED
BRICK VENEER
DECORATIVE BLACK
METAL BAND, TO
MATCH CANOPIES
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
MAX HEIGHT
145'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
8 10 136
2
A-301
2
A-301
12 14911
2-60
7
3-543-51 3-52 3-53
2-57 2-58 2-59
1
A-305
ROOF DECK
141'-3"
COVERED EXTERIOR PLAZA
STEEL CANOPY
METAL FABRICATED
CEILING ELEMENT
STEEL GUARDRAIL
WITH WOOD TOP RAIL
DARK 3/4" CORRUGATED
METAL PANEL
METAL FASCIA
METAL PARAPET CAP
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4
X.3
X.2X.1 X.5
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
581013
6
2
A-301
2
A-301
12 911X.2.9 7
TENANT LOBBY
99'-6"
1
A-305
ROOF DECK
141'-3"
EXISTING BUILDING
EXISTING METAL
SIDING TO REMAIN
EXISTING ENTRY
TO REMAIN
PATCH IN SALVAGED MTL
SIDING AT REMOVED WINDOW
NEW WINDOW AT
EXIST. EXTERIOR WALL
PATCH IN SALVAGED MTL
SIDING AT REMOVED CANOPY
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.AX.BX.CX.DX.F X.E
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
CDFEGX.E2
1
A-303
1
A-303
2-L
2-129
EXISTING METAL
SIDING TO REMAIN
EXISTING ENTRY
TO REMAIN
PATCH IN SALVAGED MTL
SIDING AT REMOVED WINDOWS
NEW SLIDING DOOR AT
EXIST. EXTERIOR WALL
NEW METAL GATE TO WINDOW
WELL AREA
EXISTING SKYLIGHTS
EXISTING BUILDING
PATCH IN SALVAGED
MTL SIDING AT
REMOVED DOOR
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-203
EXTERIOR
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
INTERIOR COURTYARD ELEVATION LOOKING NORTH1
1/8" = 1'-0"
INTERIOR COURTYARD ELEVATION LOOKING EAST2
1/8" = 1'-0"
INTERIOR COURTYARD ELEVATION LOOKING WEST3
1/8" = 1'-0"
INTERIOR COURTYARD ELEVATION LOOKING SOUTH4
1 DESCRIPTION DATE
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
CDFETTS AGNBKHMORPQLJ
TENANT LOBBY
99'-6"N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
PROJECTION
5'-0" CANOPY
OF CANOPY12'-0" BOTTOM1'-0"3-01
2-01
3-13
3-14
3-12
2-19
2-20
3-22
3-20
3-21
2-27
3-25
3-23
3-24
2-31
2-29
2-30
3-26
3-27
2-32
2-33
2-34
3-28
129
3-00
2-00
3-29 3-31
3-32
3-33
3-34
3-35
3-36 3-38 3-39
3-02
3-03
3-04
3-05
3-06
3-07
2-02
2-03
2-04
2-05
2-06
2-07
2-21
2-22
3-15
3-16 3-30 3-37
2-26
2-28
115A
2-35
2-36 2-38
2-37
2-39
2-40
2-41
2-42
2-43
2-44 2-45
ROOF DECK
141'-3"
= TOTAL FACADE AREA CONSIDERED
= UNPROTECTED OPENINGS
UNPROTECTED OPENINGS - NORTH ELEVATION
For a fire separation distance between 10 and 15 feet
on a fully sprinklered building, the percentage of facade
area per story allowed to be unprotected opening is
45%. (Per IBC Table 705.8)
REQUIRED:
FLOOR 1:124.1 / 2315.44 = 5.4%
FLOOR 2:544.9 / 2056.96 = 26.5%
FLOOR 3:544.9 / 2279.62 = 23.9%
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
1581013261214931147
TENANT LOBBY
99'-6"
SHELL C
99'-2"
DEPTH
5'-0" CANOPY
1'-0"OF CANOPY12'-0" BOTTOM13'-0"14'-0"3-08
3-09 3-11
3-10
2-14
2-15
2-16
2-17
2-76
2-77
3-74
3-72
3-73
2-78 2-13
2-11
2-12
2-09
2-10
2-08
12-I
8-K
6-L 5-M6-M 5-L
THESE WALLS ARE SHOWN DASHED
AS THEY AREN'T PART OF THE
BUILDING ENCLOSURE
ROOF DECK
141'-3"
= UNPROTECTED OPENINGS
UNPROTECTED OPENINGS - EAST ELEVATION
For a fire separation distance between 3 and 5 feet on a
fully sprinklered building, the percentage of facade area
per story allowed to be unprotected opening is 15%.
10 to 15 feet is 45%. (Per IBC Table 705.8)
Note: Per discussion with Calvin Doerksen, Senior Plans
Examiner with the Building Division, City of Bozeman,
August 17th, 2021, the east facade openings allowance
can be calculated based on the entire area rather than
story by story.
REQUIRED:
AT A DISTANCE OF 3-5 FT:
OPENINGS 140 SQ FT
WALL AREA 1375 SQ FT
140 / 1375 = 10.2%
ALLOWED: 15%
AT A DISTANCE OF 10-15 FT:
OPENINGS 140 AT 3 FT
+192 AT 10+ FT
332 SQ FT OF OPENINGS
WALL AREA 1375 AT 3 FT
+408 AT 10+ FT
1783 SQ FT OF WALL
332 / 1783 =18.6%
ALLOWED: 45%
= TOTAL FACADE AREA CONSIDERED
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
AS-202
OPENING CALCSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
GLAZING - NORTH BUILDING ELEVATION1
1/8" = 1'-0"
GLAZING - EAST BUILDING ELEVATION2
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
1 5 8 10 132612 149
NOT PART OF FRONTAGE -
30+ FT FROM PROP. LINE
EXISTING BUILDING -
NOT INCLUDED IN STOREFRONT
BLOCK FRONTAGE CALCS 13'-0"14'-0"3 1147
STOREFRONT BLOCK FRONTAGE
ROOF DECK
141'-3"30"7'-6"30"7'-6"T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
C D FE TTSAGNBKHMO
13'-0"14'-0"7'-6"30"EXISTING BUILDING -
NOT INCLUDED IN STOREFRONT
BLOCK FRONTAGE CALCS
NOT PART OF FRONTAGE -
30+ FT FROM PROP. LINE
RPQLJ
NOT PART OF FRONTAGE -
30+ FT FROM PROP. LINE
ROOF DECK
141'-3"30"7'-6"OPEN AIR - FACADE LEFT OPEN
BETWEEN COLUMNS TO CREATE
COVERED PLAZA SPACE 30"7'-6"30"7'-6"= TOTAL FACADE AREA CONSIDERED
= TRANSPARENT WINDOW AREA
FACADE TRANSPARENCY - WEST ELEVATION
At least 60% of ground floor between 30" and 10'
above the sidewalk for primary facades and 40% of
ground floor between 30" and 10' above the sidewalk
for secondary facades. (per Table 38.510.030.B)
REQUIRED:
SF TRANS. AREA:236.27 SF
SF TOTAL FACADE AREA:306.28 SF
TRANSPARENCY %: 77.1%
= TOTAL FACADE AREA CONSIDERED
= TRANSPARENT FACADE AREA
FACADE TRANSPARENCY - SOUTH ELEVATION
At least 60% of ground floor between 30" and 10'
above the sidewalk for primary facades and 40% of
ground floor between 30" and 10' above the sidewalk
for secondary facades. (per Table 38.510.030.B)
REQUIRED:
SF TRANS. AREA:641.28 SF
SF TOTAL FACADE AREA:805.97 SF
TRANSPARENCY %: 79.6%
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
AS-201
BLOCK
FRONTAGESWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
GLAZING - WEST BUILDING ELEVATION1
1/8" = 1'-0"
GLAZING - SOUTH BUILDING ELEVATION2
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. BASEMENT
SLAB
89'-6"
X.AX.BX.CX.DX.F X.E
MAX HEIGHT
145'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
CDFETTS A
5'-0"13'-0"PRIVATE / TENANT
GARAGE
LOADING
2
A-302
2
A-302
GN BKHMORPQ
8'-9 1/2"X.E2LJ
FLR2
D7.6.1.A
FLR213'-0"45'-0"10'-6"1593 SF
SHELL A
110
1067 SF
UNIT 5 -2 BR
2-5
2274 SF
UNIT 9 -3 BR
3-9
877 SF
UNIT 5.2
3-5
410 SF
SERVICE
CORRIDOR
111
237 SF
EGRESS STAIR
010
49 SF
CHASE
448
171 SF
STAIR
304
921 SF
RESIDENCE
CORRIDOR
303
49 SF
CHASE
457
171 SF
NEW WEST
STAIR
204
5-F
FLR3
RF1
FLR1
FLR1
EXTERIOR
PUBLIC PARKING
FLR4
1
A-303
1
A-303
5'-6"
TENANT LOBBY
99'-6"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-801
1
A-320
3
1
A-304
1
A-304
2
A-303
2
A-303
2
A-304
2
A-304
ROOF DECK
141'-3"5
A-530
1
A-519
A-320
1 MIR.
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
2241 SF
UNIT 3 -3 BR
2-3
148 SF
WEST STAIR
112
RF6
RF1
FLR4
FLR3
FLR2
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
T.O. BASEMENT
SLAB
89'-6"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
C D FE TTS
1
A-302
1
A-302
2
A-302
2
A-302
G NBKHM O MAX STAIR/ELEV
CORE HEIGHT
157'-0"10'-9 1/2"10'-11 1/2"12'-9 1/2"RPQX.E2 LJ
EXISTING SPACES, STRUCTURE, AND FLOORS TO REMAIN
RF1
RF2
1212 SF
SHELL C
131
324 SF
TENANT
STORAGE
121
576 SF
TENANT LOBBY
123
1586 SF
WILD CRUMB
E-101
1317 SF
FINK'S DELI
E-102
1925 SF
UNIT 1 -2 BR
2-1 8-H
2305 SF
UNIT 8 -3 BR
2-8
1804 SF
UNIT 7 -2 BR
2-7
2305 SF
UNIT 12 -3 BR
3-12
8-E
11-A
1804 SF
UNIT 11 -2 BR
3-11
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122121135 123B
12-L12-O
294 SF
CORRIDOR
205
3-01
2-01
3-00
2-00
61 SF
NEW
ELEVATOR
302
30 SF
CHASE
451
61 SF
NEW
ELEVATOR
202
30 SF
CHASE
456
61 SF
NEW
ELEVATOR
402
221 SF
2ND FLOOR
ELEV. ACCESS
201
31 SF
CHASE
009
1-D
11-B
7-B
7-A
221 SF
ELEV LOBBY
301
65 SF
ELEVATOR
LOBBY
401
205-A 8-B 8-C
RF7
FLR2
FLR3
RF1
1
A-303
1
A-303 1'-9 1/2"13'-0"13'-0"13'-0"14'-0"17'-0"B.O. ROOF STRUCTURE13'-8"CLEAR12'-9 1/2"8" HOIST BEAM1'-3"TENANT LOBBY
99'-6"
SHELL C
99'-2"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-802
1
1
A-304
1
A-304
2
A-303
2
A-303
41'-9"15'-0"2
A-304
2
A-304
ROOF DECK
141'-3"
FLR3
FLR2
FLR3
FLR1
PASSAGE
TO
PARKING
FLR1
EXISTING SPACES, STRUCTURE, AND FLOORS TO REMAIN
1-J
2-117
2-118
EXISTING BUILDING
A-519
6
A-321
4
FLR3
FLR2
FLR1
RF3
FLR2
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-301
BUILDING
SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
BUILDING SECTION 1 - LOOKING SOUTH1
1/8" = 1'-0"
BUILDING SECTION 2 - LOOKING NORTH2
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-301
1214 9 311X.2.9 47
FLR4
FLR2
FLR3
FLR1
11-C
7-C
1212 SF
SHELL C
131
2305 SF
UNIT 8 -3 BR
2-8
2305 SF
UNIT 12 -3 BR
3-12
2305 SF
UNIT 12 -3 BR
3-12
RF2RF1
TENANT LOBBY
99'-6"
SHELL C
99'-2"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-321
2
2
A-305
2
A-305
ROOF DECK
141'-3"
FLR2
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
1 5 8 10 1326
1
A-301
1
A-301
2
A-301
2
A-301
12 149
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
3 1147
FLR3
RF1
FLR2
FLR1
1849 SF
UNIT 4 -2 BR
2-4
640 SF
WILDLANDS
COVERED
EXTERIOR
PLAZA
182
1804 SF
UNIT 7 -2 BR
2-71067 SF
UNIT 5 -2 BR
2-5
1822 SF
UNIT 10 -2 BR
3-10
10-G
1055 SF
UNIT 6 -2 BR
2-6
877 SF
UNIT 5.2
3-5
870 SF
UNIT 6.2
3-6
1804 SF
UNIT 11 -2 BR
3-115-M 6-L 921 SF
RESIDENCE
CORRIDOR
303 11-B
5-G 5-D 6-D 7-B
6-M5-L
4-G 6-G
PRIVATE / TENANT
GARAGE
3-55
3-56
261
2-62 40'-2 1/2"TENANT LOBBY
99'-6"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-322
2
2
A-305
2
A-305
ROOF DECK
141'-3"
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
128 SF
MAINTENANCE
135
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-302
BUILDING
SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
BUILDING SECTION 3 LOOKING WEST1
1/8" = 1'-0"
BUILDING SECTION 4 - LOOKING EAST2
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. PARAPET
WALL
128'-9 1/2"
T.O. BASEMENT
SLAB
89'-6"
X.4X.3X.2X.1 X.5
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-301
1214 9 311X.2.9 47
1849 SF
UNIT 4 -2 BR
2-4
1317 SF
FINK'S DELI
E-102
1925 SF
UNIT 1 -2 BR
2-1
1527 SF
UNIT 2 -2 BR
2-2
1822 SF
UNIT 10 -2 BR
3-10
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
91 SF
TENANT
CORRIDOR
117
237 SF
EGRESS STAIR
010
594 SF
EXIST.
CORRIDOR
E-002251 SF
EXISTING ELEV.
LOBBY / STAIR
E-001
272 SF
EXIST. ENTRY
E-100
171 SF
STAIR
304
921 SF
RESIDENCE
CORRIDOR
303
171 SF
NEW WEST
STAIR
204
180 SF
STAIR
E-200
3-28
2-34
FLR1
FLR3
FLR2
FLR1
FLR2
RF1
D1.6.1.A
TENANT LOBBY
99'-6"
SHELL C
99'-2"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-322
1
2
A-305
2
A-305
ROOF DECK
141'-3"
A-519
5
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
303 SF
TENANT STOR.
116
181 SF
COMMERCIAL
TRASH
132112148 SF
WEST STAIR
112
FLR7FLR6
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4X.3X.2X.1 X.5
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-301
1214 9
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
311X.2.9 47
TENANT LOBBY
99'-6"
SHELL C
99'-2"
N. ALLEY LOADING
98'-6"
N. GARAGE
98'-0"
A-321
1
D1.6.1.A
1849 SF
UNIT 4 -2 BR
2-4
576 SF
TENANT LOBBY
123
871 SF
SHELL B
130
1804 SF
UNIT 7 -2 BR
2-7
1067 SF
UNIT 5 -2 BR
2-5
1822 SF
UNIT 10 -2 BR
3-10
1055 SF
UNIT 6 -2 BR
2-6
877 SF
UNIT 5.2
3-5
870 SF
UNIT 6.2
3-6
1804 SF
UNIT 11 -2 BR
3-11
188 SF
NEW EAST
STAIR
400
186 SF
NEW SOUTH
STAIR
200
221 SF
2ND FLOOR
ELEV. ACCESS
201
186 SF
NEW SOUTH
STAIR
300
221 SF
ELEV LOBBY
301
65 SF
ELEVATOR
LOBBY
401
2
A-305
2
A-305
A-800
5
ROOF DECK
141'-3"
PRIVATE RESIDENT /
TENANT PARKING
118 116 133BFLR1
FLR2
FLR3
RF1
A-322
2
RF7
E7.6.1.T
RF7
FLR1
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-303
BUILDING
SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
BUILDING SECTION 5 LOOKING WEST1
1/8" = 1'-0"
BUILDING SECTION 6 LOOKING WEST2
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4X.3X.2X.1 X.5
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-301
1214 9
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
311X.2.9 47
N. GARAGE
98'-0"
1849 SF
UNIT 4 -2 BR
2-4
324 SF
TENANT
STORAGE
121
640 SF
WILDLANDS
COVERED
EXTERIOR
PLAZA
182
1804 SF
UNIT 7 -2 BR
2-7
1067 SF
UNIT 5 -2 BR
2-5
1822 SF
UNIT 10 -2 BR
3-10
1055 SF
UNIT 6 -2 BR
2-6
877 SF
UNIT 5.2
3-5
870 SF
UNIT 6.2
3-6
1804 SF
UNIT 11 -2 BR
3-11
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
921 SF
RESIDENCE
CORRIDOR
303
2
A-305
2
A-305
A-321
3
ROOF DECK
141'-3"
4
A-530
A-321
4
A-519
1
RF1
FLR3
E4.6.1.U
FLR2
RF6 RF6
RF1
FLR3
FLR2
FLR4
FLR2
FLR1
FLR1
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
T.O. PARAPET
WALL
128'-9 1/2"
X.4X.3X.2X.1 X.5
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
158101326
1
A-301
1
A-301
2
A-301
2
A-301
1214 9
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
311X.2.9 47
TENANT LOBBY
99'-6"
2
A-305
2
A-305
2305 SF
UNIT 12 -3 BR
3-12
2305 SF
UNIT 8 -3 BR
2-8
ROOF DECK
141'-3"
4
A-530
A-321
1
SIM
PUBLIC ACCESS
PASSTHROUGH
P1.4.1
P1.4.4.A
P1.4.4.A
RF1
FLR3
FLR2
RF2
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-304
BUILDING
SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
BUILDING SECTION 71
1/8" = 1'-0"
BUILDING SECTION 82
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
C D FEA
2
A-302
2
A-302
G NBKHM O RPQLJ
1
A-303
1
A-303
TENANT LOBBY
99'-6"SHELL C
99'-2"N. ALLEY LOADING
98'-6"N. GARAGE
98'-0"
1
A-304
1
A-304
2
A-303
2
A-303
2274 SF
UNIT 9 -3 BR
3-9
2274 SF
UNIT 9 -3 BR
3-9
2274 SF
UNIT 9 -3 BR
3-9
921 SF
RESIDENCE
CORRIDOR
303 877 SF
UNIT 5.2
3-5
2241 SF
UNIT 3 -3 BR
2-3
2241 SF
UNIT 3 -3 BR
2-3
2241 SF
UNIT 3 -3 BR
2-3
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203
1593 SF
SHELL A
110
410 SF
SERVICE
CORRIDOR
111 62 SF
LOCKERS
113 91 SF
TENANT
CORRIDOR
117
1067 SF
UNIT 5 -2 BR
2-5
ROOF DECK
141'-3"
A-320
3 MIR.
A-320
1
RF6
RF1
FLR4FLR4
FLR2 FLR2
FLR3FLR4
FLR2
FLR1 FLR1
FLR2
FLR4
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
T.O. PARAPET
WALL
128'-9 1/2"
T.O. BASEMENT
SLAB
89'-6"
X.A X.B X.C X.D X.FX.E
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
C D FE TTS
1
A-302
1
A-302
2
A-302
2
A-302
G NKHM O RPQX.E2 LJ
1
A-303
1
A-303
1
A-304
1
A-304
2
A-303
2
A-303
2
A-304
2
A-304
921 SF
RESIDENCE
CORRIDOR
303 221 SF
ELEV LOBBY
301
2305 SF
UNIT 12 -3 BR
3-12
931 SF
2ND FLR
RESIDENCE
CORRIDOR
203 221 SF
2ND FLOOR
ELEV. ACCESS
201 2305 SF
UNIT 8 -3 BR
2-8
1527 SF
UNIT 2 -2 BR
2-2
294 SF
CORRIDOR
205
1586 SF
WILD CRUMB
E-101
467 SF
STORAGE
E-103
1317 SF
FINK'S DELI
E-102
2825 SF
NEW BAKERY
PREP SPACE
E-005
594 SF
EXIST.
CORRIDOR
E-002
196 SF
EXIST.
MECH / ELEC
E-003
ROOF DECK
141'-3"
1
A-519
EXISTING BUILDING
1527 SF
UNIT 2 -2 BR
2-2
PUBLIC
PARKINGPRIVATE RESIDENT /
TENANT PARKING
A-321
4 SIM.
RF1
FLR3
FLR2
FLR1
RF2
RF8
FLR2
F5.X
11'-0"
CLG5
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-305
BUILDING
SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/8" = 1'-0"
BUIDLING SECTION 102
1/8" = 1'-0"
BUILDING SECTION 9 LOOKING NORTH1
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
NM
A-541
6
A-541
4
A-541
6
A-541
4
A-519
2
UNIT 5.2
UNIT 5 -2 BR
A-510
3
ROOF DECK
141'-3"
A-513
2
RF1
FLR4
FLR3
FLR2
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
AB
A-541
6
A-541
4
A-541
6
A-541
4
A-540
6
A-540
4
UNIT 9 -3 BR
UNIT 3 -3 BR
SHELL A
A-510
2
ROOF DECK
141'-3"RF1
FLR3
FLR4
FLR2
RF4
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.A
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
AB
A-541
6
A-541
4
A-541
6
A-541
4
A-540
6
A-540
4
A-519
2
UNIT 9 -3 BR
UNIT 3 -3 BR
SHELL A
A-510
6
A-511
5
ROOF DECK
141'-3"RF1
FLR4FLR3
FLR2
FLR1
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
NM
A-541
3
A-541
1
A-540
3
A-540
1
A-519
2
UNIT 5.2
UNIT 5 -2 BR
A-510
1
A-511
3
ROOF DECK
141'-3"
A-513
2
RF8
RF1
FLR4FLR3
FLR2
FLR1
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-320
WALL SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
EAST BALCONIES11/4" = 1'-0"
EAST BALCONIES 221/4" = 1'-0"
WEST BALCONIES31/4" = 1'-0"
WEST FACADE SECTION4
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.1
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
14
TENANT LOBBY
99'-6"
A-540
3
A-540
1
A-540
3
A-540
1
A-540
6
A-540
4
A-519
2
UNIT 11 -2 BR
UNIT 7 -2 BR
SHELL B
RF1
FLR3
FLR2
FLR1
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
14
SHELL C
99'-2"
A-541
6
A-541
4
A-541
6
A-541
4
A-519
2
UNIT 12 -3 BR
UNIT 8 -3 BR
SHELL C
A-511
2
ROOF DECK
141'-3"
A-513
4
RF1
FLR3FLR4
FLR2 FLR2
FLR1
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.1
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
14
UNIT 11 -2 BR
UNIT 7 -2 BR
WILDLANDS
COVERED
EXTERIOR
PLAZA
A-519
2
A-512
2
A-511
2
SIM /
OPP
A-511
3
SIM /
OPP
ROOF DECK
141'-3"RF1
RF4
FLR4 FLR3
FLR2
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.213
TENANT LOBBY
99'-6"
WILDLANDS
COVERED
EXTERIOR
PLAZA
FLR2
FLR1
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-321
WALL SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
WALL SECTION- SOUTH FACADE1 1/4" = 1'-0"
SOUTH BALCONIES2 1/4" = 1'-0"
SOUTH BALCONIES-23 1/4" = 1'-0"
NEW WALL SECTION 24
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
4 ADDENDUM 04 11/09/2021
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
1
N. ALLEY LOADING
98'-6"
A-510
5
UNIT 10 -2 BR
UNIT 4 -2 BR
COMMERCIAL
TRASH
A-512
1
A-540
3
A-540
1
A-540
3
A-540
1
ROOF DECK
141'-3"
A-513
3
RF1
RF4
FLR3
FLR2
11'-6"
CLG5
FLR1
FLR4
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
1
N. GARAGE
98'-0"
A-540
3
A-540
1
A-540
3
A-540
1
A-519
2
UNIT 10 -2 BR
UNIT 4 -2 BR
ROOF DECK
141'-3"RF1
FLR3
FLR2
FLR1
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
1
N. ALLEY LOADING
98'-6"
ROOF DECK
141'-3"
A-513
3
UNIT 9 -3 BR
UNIT 3 -3 BR
SHELL A
110
RF1
FLR3
FLR2
FLR1
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
TTS
SHELL C
99'-2"
A-540
3
A-540
1
A-540
3
A-540
1
A-519
2
UNIT 12 -3 BR
UNIT 8 -3 BR
SHELL C
A-510
4
ROOF DECK
141'-3"
A-513
4
RF1
FLR3
FLR2
FLR1
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-322
WALL SECTIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
NORTH BALCONIES11/4" = 1'-0"
WALL SECTION- NORTH FACADE21/4" = 1'-0"
WALL SECTION-NORTH FACADE3 1/4" = 1'-0"
WALL SECTION- EAST FACADE4
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
2 ADDENDUM 02 10/27/2021
4 ADDENDUM 04 11/09/2021
X.1
X.A
KITCHEN
LIVING
PRIMARY BR
SUITE
BR
PRIMARY CL
MUD
ENTRY
PRIMARY
BATH
SHWR
SUITE
BATH
OFFICE /
FLEX
SUITE
CL
DINING
CL
PWDR
SHWR
X.E2
P1.4.1
P1.4.1.A
P1.4.1
ID-301
14
ID-301
7
ID-301
ID-301 11
ID-301
3
12
4
6
98 ID-301
10
13
WH / FURN
LAUNDRY
36'-6 1/2"15'-4 1/2"6'-4" 5'-2 1/2" 5'-11 1/2" 14'-4 1/2" 3'-10" 4'-5" 6'-8 1/2"
14'-7 1/2" 3'-11 1/2" 6'-7 1/2" 2'-6 1/2" 12'-6 1/2"
V.I.F.
4'-9" 4'-1 1/2" 12'-1"
5'-11 1/2" 12'-8"9'-7 1/2" 2'-9 1/2" 15'-2 1/2"15'-11 1/2"
1-L
1-N
1-K
1-J
1-I
1-G
1-C
1-D
1-E
1-H
1-F
1-A
1-O
1-B
4'-1"D2.6.1.A
P1.4.1
P1.4.4
P1.4.1.A
P2.6.1
P2.6.1
P1.4.1
1
A-303
1
A-303
18
ID-301
ID-301
ID-301
17
16
15 ALIGN NEW WALL
STUDS WITH EXISTING
STRUCTURE, VERIFY
DIM IN FIELD
ID-301
5
ID-301
19
1-M COAT
8'-5" 3'-0" 8"
P1.4.1.A
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P2.6.1.A
P1.4.1
F6.6.1.A
F5.X.1
P1.4.1
P1.4.1
F5.X.1
P1.4.1
D1.6.1.A
P1.4.1
P1.4.1.A
P1.4.1
P1.4.1
62'-2 1/2"6'-4"4'-0"4'-3 1/2"5'-8 1/2"2'-8"12'-8"10 1/2"1'-4 1/2"6'-5"3'-4 1/2"7'-5"2'-3 1/2"7'-8 1/2"8'-10 1/2"BENCH
EQ EQ2'-5 1/2"5'-3"2'-10 1/2"3'-0"2'-4" 11'-5 1/2" 3'-0" 8'-0 3/4" 7'-1 3/4" 4'-1 1/2" 6'-6 1/2"3'-9"3'-0"11 1/2"6'-9"3'-4"6'-0"4'-1"3'-0"6"D1.6.1.A
3'-0 1/2"2"3'-0"8"2'-7"2
4
A-530
SIM
INFILL PER PLANS AND
PROVIDE SIDING TO MATCH
ADJACENT
NEW EGRESS WINDOW
TO MATCH EXISTING SIZE.
VERIFY IN FIELD.
2-117
2-128
NEW EGRESS WINDOW
TO MATCH EXISTING SIZE.
VERIFY IN FIELD.
F1.4.11'-8"1
A-530
Sim
1
A-530
Sim
2
A-530
Sim
2
A-530
Sim
1-P
EXISTING SKYLIGHT
EXISTING SKYLIGHT
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED EXISTING
METAL DECK TO REMAIN
9'-6"
9'-6"9'-6"
9'-6"9'-6"9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"
9'-6"
9'-6"CLG4
CLG1
CLG1
CLG1
B.H.
B.H.
B.H.
B.H.
CLG4
9'-4"
9'-4"
2'-3"
B.H.
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
A-401
ENLARGED PLANS
- UNIT 1WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 11
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 12
PLAN NORTH
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
X.4
X.A X.F
PRIMARY
BR
PRIMARY
BATH
SECOND
BR
KITCHEN
LIVING
DINING
OFFICE BATH
LAUNDRY
CL
WH /
FURN
EXISTING
CHASE TO
REMAIN
SHWR
MUD
ENTRY
EXISTING
CHASE TO
REMAIN
STOR
PRIMARY CL
MECH
CHASE
X.2.9
X.E2
INSTALL BLOCKING /
REINFORCEMENT
FOR GRAB BARS
INSTALL BLOCKING /
REINFORCEMENT
FOR GRAB BARS
ID-302
11
ID-302
8
ID-302 2
ID-302
5
ID-302
10
12
9
6
7
5"22'-11"CL
7'-11" 5'-1"4'-0" 7'-7" 5'-8" 3'-7" 6'-11 1/2"
21'-9 1/2"10'-0"12'-5"10'-11" 5'-3 1/2" 1'-9 1/2" 8'-3 1/2"
2'-9" 8'-6 1/2" 4'-0" 10'-3 1/2" 4'-0" 12'-10" 6'-11 1/2"13'-2 3/8"4'-1 1/4"5'-7 3/8"5"2'-2"3'-6"2'-11"3'-9 1/2"2-I2-H
2-K
2-J
2-F
2-G
2-E
2-B
2-C
2-A
205-A
2-D
P2.6.3.A
P1.4.4.A
P2.6.3.A
P1.4.4.A
2-L
15
ID-302
13
ID-302 ID-3021416
1
A-305
1
A-305
2-122
2-120
2-124
2-126
1'-0"6'-7 1/2"3'-0"3'-0"3'-0"7'-3 1/2"2-129
D1.6.1.A
P1.4.1.U
P1.4.1
P1.4.4.A1'-4 1/2"1'-0"1'-8" 5'-0" 1'-10 1/2"1'-3 1/2"1'-6 1/2"3'-0"11 1/2"6'-2 1/2"P1.4.1
P1.4.1
P1.4.1P1.4.4.A
P1.4.1
P1.4.1.A P1.4.4.A
3'-2" 4'-0" 3'-1 1/2" 12'-5" 3'-10" 3'-0" 9" 10'-11 1/2" 5'-3 1/2" 1'-0"
P3.4.1
F1.4.1F1.4.1
P1.4.1
P1.4.1
P1.4.1
D2.6.1.A
D2.6.1.A
P1.4
P1.4
D2.6.1.A
D2.6.1.A
P3.4.1
P1.4.13'-0"2'-2"BENCH
3'-1 1/2" 3'-0"
76'-0"
3
ID-3024
4
A-530
SIM
PROVIDE TRIM AND
FLASHING TO MATCH EXIST.
WINDOW MATERIALS AT
EXTERIOR
INFILL AND PROVIDE
SIDING TO MATCH
ADJACENT
INFILL AND PROVIDE SIDING
TO MATCH ADJACENT
CHASE13'-6"3'-7"4'-2"F1.4.1.U
1
A-530
Sim
2
A-530
Sim
P1.4.1.A
P1.4
P1.4.1.A
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED EXISTING
METAL DECK TO REMAIN
EXPOSED
EXISTING
METAL DECK
TO REMAIN
EXPOSED
EXISTING
METAL DECK
TO REMAIN
EXPOSED
EXISTING
METAL DECK
TO REMAIN
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"9'-6"9'-6"
B.H.
B.H.
B.H.
B.H.
B.H.
CLG1
CLG1 CLG4CLG4
2'-0 5/8"
2'-4 5/8"
CLG4
9'-2"
9'-2"
CLG4
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-402
ENLARGED PLANS
- UNIT 2WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/4" = 1'-0"
ENLARGED PLAN - UNIT 21
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 22
PLAN NORTH
1 DESCRIPTION DATE
C D
1
5
2
6
A
1
A-301
1
A-301
B
3
4
ID-303
10
11
ID-303
ID-303
14
ID-303 4
3
ID-3036
5
ID-3038
WH /
FURN
3RD
BR
2ND
BR
SHARED
BA
2ND
CL
SHWR
OFFICE
LIVING
BUILT IN W/
FIREPLACE
3-A
3-B
MUD
3-C
LAUNDRY
PRIMARY
BR
PRIMARY
BA
CL
PRIMARY
CL
PANTRY
KITCHEN
DINING
P1.4.1
P1.4.4
P1.4.1
3-G 3-E
3-D
3-J
3-I
3-F
3-N
3-K
3-M 3-O
3-L
3-P
P2.6.1.A
P1.4.1
8'-3"7'-6"1'-8 1/2"2'-6 1/2"20'-0"40'-0"16'-2 1/2"2'-3"3'-0"2'-3 1/2"9'-6 1/2"6'-8 1/2"12'-1"4'-7 1/2"1'-3 1/2"4'-0"4'-6 1/2"5'-6"7'-11 1/2"1'-4" 3'-0" 3'-2 1/2" 8'-2" 4'-4 1/2" 5'-7 1/2" 4'-8" 2'-0" 7'-1"
2'-6 1/2" 6'-10 1/2"
4 1/2"
3'-0"
4 1/2"
8" 5'-0" 8" 6'-2" 7'-0" 6'-9 1/2"
7'-0"5'-0" 3'-10" 7'-6 1/2" 2'-3 1/2" 9'-3" 1'-0" 6'-2" 2'-0" 10'-9"18'-0"4'-0"1'-0"2'-6" 10'-0" 4'-0" 5'-8" 2'-6 1/2" 3'-5 1/2" 3'-5" 4'-10" 5'-0" 6'-5" 4'-8" 2'-4" 1'-10" 4'-11 1/2"
61'-7 1/2"
19'-8"20'-0"19'-5 1/2"
2-45 2-44 2-40 2-39 2-37 2-352-42 2-43 2-41 2-38 2-36
2-46 2-48 2-49
2-51 2-53 2-54 2-56
2-502-47
2-52 2-552'-0"1'-9 1/2"3'-7" 7'-3"
2
A-320
ID-303 16
2
A-305
2
A-305
13
15
12
9
FD
ID-303
7
ID-303 18
ID-303
17
E3.6.1.T
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1.A
3-H
P1.4.1
E11.6.1 E3.6.1.T
E11.6.1 E3.6.1.T
E3.6.1.T
E12.6.1
E12.6.1
E12.6.1
E12.6.1
E12.6.1
E12.6.1
E12.6.1
E12.6.1
E2.6.1.T
E2.6.1.T
E2.6.1.T
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1.A
P2.6.1.A
E2.6.1.T9"3'-9 1/2"13'-5 1/2"2'-0" 5'-0"
E11.6.1
2'-0"
P1.4.1
P1.4.1
F2.6.1
P1.4.4
D2.6.1.A
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.14'-1"P1.4.1
ID-303
19
E2.6.1.T
P1.4.1 P1.4.1
P1.4.1
D6.6.1.A
D1.6.1.A
2'-6"22'-2 1/2"6'-10 1/2"16'-3"7'-0" 6'-4" 5 1/2"3'-9 1/2"4'-8 3/8"3'-0"5'-9 1/8"1'-0 1/2"2'-0"1'-9 1/2"4'-3 7/8" 6'-2" 4'-1 1/2"
90°115°155 °115°
90°
1 5 5°2'-6"7'-9"19'-6"10'-3"5'-1"14'-5 1/2"3'-0"EXTERIOR DECK
GUARD RAIL
GUARD RAIL
GUARD RAIL
2 3/4"
2 3/4"EQEQEQ EQ5
A-530
SIM
3
A-322
1
A-530
Sim
1
A-530
Sim
2
A-530
Sim
2
A-530
Sim
2
A-511
Sim
1
A-511
Sim
STOR
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO
UNDERSIDE OF
STRUCT.
ATTACHED TO
UNDERSIDE OF
STRUCT.
8'-0"
2'-6"
8'-6"
11'-10"
B.H.
B.H.
CLG4
B.H.
B.H.CLG4
8'-0"
CLG3
BOTTOM OF
DECK ABOVE
B.H.
8'-6"
E2.6
E12.6
B.H.
CLG1
2'-0"1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-403
ENLARGED PLANS
- UNIT 3WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 31
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 32
PLAN NORTH
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
1
E N
3
PRIMARY BA
PRIMARY BR
SUITE BA
PRIMARY CL
LAUNDRY
WH /
FURN
SUITE CL
SUITE BR
PWDR
OFFICE
LIVING
DINING
KITCHEN
ENTRY
COVERED
DECK
SHWR
SHWR
PANTRY
MUD 12'-3 1/2" 4'-3" 6'-6 1/2" 5'-10 1/2"18'-9"6'-9"INSTALL BLOCKING /
REINFORCEMENT
FOR GRAB BARS
1'-4"5'-3"
ID-3042
ID-304
4
ID-304
ID-304
ID-304
12
ID-304
18
ID-304
5
10
11
17
1315
87'-0"
1'-0" 12'-4" 5'-10" 5'-0" 7'-3" 5'-0" 3'-10 1/2" 5'-7 1/2"5'-0" 6'-1" 6'-4 1/2" 2'-0 1/2" 3'-10" 7'-8" 5'-0" 6'-1"1'-0"23'-9 1/2"6 1/2"5 1/2"3'-0 1/2"7'-7"9'-8"3'-6"8'-5 1/2"8'-9 1/2"7'-0"2-192-202-27
2-15
2-14
2-17
2-16
2-31 2-292-30
2-32 2-332-34
2-212-222-262-28
6 1/2" 7'-3"24'-0 1/2"12'-0 1/2" 5'-9 1/2" 3'-3 1/2" 8'-10" 9'-1" 4'-4 1/2" 12'-3 1/2"
4-B
4-I
4-J
4-K4-L
4-C
4-G
4-H
P1.4.1.A
P1.4.1
P2.6.1
P2.6.1
1
A-303
1
A-303
6
ID-304
ID-304
8
ID-30497
20
1921
4'-1" 6'-0" 6'-1 1/2"6'-3 1/2"3'-8"8"9'-8 1/2"3'-5 1/2"4-E
4-D
4-F
1
A-304
1
A-304
2
A-303
2
A-303
ID-304 22
3
D2.6.1.A
4-A
P2.6.1
D2.6.1.A
D2.6.1.A
D1.6.1.A
E3.6.1.T
E9.6.1.T
P1.4.1
P1.4.1
P1.4.1
P1.4.1.A
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1.A
P1.4.1.A
P1.4.1 E2.6.1.T
F2.6.1
E7.6.1.T
P1.4.1
P1.4.1.A
F1.4.1
P1.4.1
P1.4.1
P1.4.1 P1.4.1
2'-1 1/2"3'-0"1'-2"3'-8"8"8 1/2"2'-1"
P1.4.1
P1.4.1
P1.4.1 P1.4.124'-3"8"1'-8"
2'-5 1/2"
GUARDRAIL 2-182-25 2-232-24
5'-4" 5'-0" 2'-0"
E2.6.1.T E2.6.1.T
14
ID-30416
4-M
2'-1 1/2"3'-0"8"4'-10"P1.4.1P1.4.1
P1.4.1
P2.6.1
3'-0 1/2" 1'-10" 8'-0" 2'-2 1/2"
P1.4.1
1'-11"1'-11"D1.6.1.A
D1.6.1.A
1'-8"
4
A-530
2
A-806
2
A-530
Sim
1
A-530
Sim
1
A-530
Sim
2
A-530
Sim
F1.4.1
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
UNDERSIDE OF
DECK ABOVE
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"
11'-10"
9'-6"
9'-6"
8'-0"
9'-6"
9'-6"
9'-6"9'-6"
B.H.
B.H.
CLG4
CLG1
8'-6"
B.H.
CLG4
2'-1"
2'-2"
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-404
ENLARGED PLANS
- UNIT 4WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 41
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 42
PLAN NORTH
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
NHM
3
PRIMARY BASHWR
SAUNA
PRIMARY BR
WH / FURN
LAUNDRY SHARED BA
PRIMARY CL
CL
MUD
BR1
COVERED
DECK
7 BUILT-IN CABS W/WALK-THROUGH PANEL / BLIND DOORP1.4.1
PROVIDE BLOCKING
/ REINFORCEMENT
FOR GRAB BARS
1'-6 3/8"
53'-10 1/2"
9'-5 1/2" 8'-4 1/2" 3'-5 1/2" 8'-3"16'-10"7'-6"6"6"2'-8"4'-3"4'-2"12'-0 1/2"6 1/2"5 1/2"24'-2"6"6"6'-8"16'-5 1/2"6 1/2"5 1/2"1'-0"6'-2"2-113'-6"10 T @ 11"9'-2"3'-4"2-13
2-12
5-B
5-A
5-H
5-C
5-F
5-G
5-D
5-E
P2.6.1P1.4.1
P1.4.3.A
P1.4.1
ID-305
8
ID-305
6
9
10
5
7
ID-305
3
ID-30512
5-N2-116
1
A-320
1
A-304
1
A-304
2
A-303
2
A-303
2
A-305
2
A-305
1'-3"8'-8"2'-1 1/2"6'-8"3'-11 1/2"1'-6" 7'-9 1/2" 4'-3" 6'-10" 2'-8" 10'-0 1/2" 6'-3"14'-6 1/2"
5"VFY8"3'-6 1/2" 3'-6"6'-0 1/2"6'-0"1"5'-9"1'-7"
NOTE: SAUNA NEEDS INSTALL OF
INSULATION & VAPOR BARRIER PER MANUF.
RECOMMENDATIONS. REF. TO SPECS FOR
MORE INFORMATION.
ID-305 4
ID-305
11
E3.6.1.T
D1.6.1.A
E3.6.1.T
E3.6.1.T
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P2.6.1
P1.4.1
D2.6.1.A
D2.6.1.A
D2.6.1.A
P1.4.1
P1.4.1
P1.4.1
P1.4.1
P1.4.1
1'-0"23'-1 1/2"1'-0"1'-0"23'-1 1/2"1'-0"D1.6.1.A
D1.6.1.A
46'-4 1/2"7'-6"
P1.4.1
P1.4.1
8 7/8"3'-2" 4"
1T@11"
F1.4.5.U
FURRING WALL AT
UNDERSIDE OF STAIR
LANDING
3 3/8"3'-2" 1'-8 1/2" 3'-2"
A-806
1
2
A-806
OPEN RISER WOOD
SLAB TREAD STAIR,
DETAILS ON A-806
1
A-530
Sim
2
A-530
Sim
EXTERIOR
DECK
RAILING
1
A-511
Sim
6
NHM
3
LIVING
BUILT-IN WET BAR / WINE STORAGE /
SHELVING
PWDR
KITCHEN
FIREPLACE & FULL HEIGHT BUILT-INS
MUDCLCH
COVERED
DECK
7
DINING
46'-4 1/2"7'-6"24'-2"2'-8"3'-8 1/2"20'-5 1/2"9'-5 1/2" 3'-9" 2'-8"30'-6"7'-6"4'-3 1/2"3'-7"12'-0 1/2"2'-1 1/2"3'-6"1'-8 1/2"
5-J
5-M
5-K
5-L
P2.6.1.A
P1.4.1
ID-305
23
ID-305
ID-305
16
22
14
15
17
ID-30513
19
20
ID-305
ID-30521
18
1'-0"1'-2"8'-8"1'-3"9'-11"2'-1 1/2"1'-0"4'-6"3'-0"3'-6"3'-6"8'-6"8'-1 1/2"1
A-320
1
A-304
1
A-304
2
A-303
2
A-303
4
A-320
2
A-305
2
A-305
EQ EQ
P2.6.1.A
P2.6.1.A
P1.4.1
P1.4.1
D2.6.1.A
D2.6.1.A
F1.4.1 F1.4.1
D2.6.1.A
D1.6.1.A E7.6.1.T
E3.6.1.T
E11.6.1
E11.6.1
E11.6.1
E11.6.1
E3.6.1
D1.6.1.A
P2.6.1
E9.6.1
E9.6.1
6"6"1'-0"23'-1 1/2"1'-0"2'-0" 2'-5" 3'-0" 1'-7"
9'-5 1/2"36'-11"7'-6"
D1.6.1.A
1'-0"
2
A-806
3'-6"9T@11"F1.4.1
2-87
2-80
5
A-530
SIM
EXTERIOR
DECK
GUARDRAIL
1
A-511
Sim
OPEN RISER WOOD
SLAB TREAD STAIR,
DETAILS ON A-806
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
NOTE: SAUNA NEEDS INSTALL OF
INSULATION & VAPOR BARRIER
PER MANUF. RECOMMENDATIONS.
REF. TO SPECS FOR MORE
INFORMATION.
11'-10"
9'-6"9'-6"
9'-6"
9'-6"9'-6"
11'-10"
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO
UNDERSIDE OF
STRUCT.
9'-6"
OPEN TO
ABOVE
9'-6"9'-6"9'-6"
CLG1B.H.
B.H.
CLG4
8'-0"
1'-7"
UNDERSIDE OF
DECK ABOVE,
SEE ASSEMBLY
9'-6"
9'-6"
9'-6"
9'-6"
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO
UNDERSIDE OF
STRUCT.
SKYLIGHTS
3'-0"B.H.
B.H.
B.H.
CLG3
CLG1
CLG1
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-405
ENLARGED PLANS
- UNIT 5WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 5.11
1/4" = 1'-0"
ENLARGED PLAN - UNIT 5.22
PLAN NORTH
+ 3
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 5.13
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 5.24
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
N
9
H M
WH / FURN
LAUNDRY
BA CLMUD
BR
PRIMARY
BR
COVERED
DECK
PRIMARY
CL
PRIMARY BA
SHWR
SAUNA
7
BUILT-IN CABS W/WALK-THROUGH PANEL / BLIND DOORINSTALL BLOCKING /
REINFORCEMENT
FOR GRAB BARS
53'-10 1/2"
1'-11 1/2" 7'-4" 4'-3" 6'-10" 2'-4 1/2" 10'-4" 6'-3"14'-6 1/2"23'-4"16'-7 1/2"6'-8 1/2"9'-5 1/2" 8'-4 1/2" 3'-5 1/2" 8'-3"16'-10"7'-6"6'-0"6'-2"6-A
6-B
6-C
6-D
6-E
6-F
6-G
6-H
3'-4"4'-4"4'-8"3'-7"4'-3"3'-2"8 7/8"3'-2" 1'-8 1/2" 3'-2"3'-2"1 1/2"11 T @ 11"9'-2"3'-2"3 1/2"3'-8"
1 T @ 11"
11"
2-08
2-09
2-10
P2.6.1.AP1.4.1.A
P1.4.1.A
P2.6.1.A
P1.4.1
ID-306
3 ID-306
5
ID-306
ID-306
7
6
12
8
10
9
ID-306
11
6-N
2-115 11'-5 1/2"1
A-304
1
A-304
2
A-303
2
A-3038"3'-6 1/2" 3'-6"8"VERIFYNOTE: SAUNA NEEDS INSTALL OF
INSULATION & VAPOR BARRIER PER MANUF.
RECOMMENDATIONS. REF. TO SPECS FOR
MORE INFORMATION.
ID-306 4
E3.6.1.T
E3.6.1.T
E3.6.1.T E7.6.1.T
P1.4.1
D2.6.1.A
P1.4.1
P1.4.1.A
P1.4
46'-4 1/2"7'-6"
F1.4.1
4'-7"6'-4 1/2"5'-7"
OPEN RISER WOOD
SLAB TREAD STAIR,
DETAILS ON A-806
8
A-806
A-806
1 SIM
2
A-530
Sim
1
A-530
Sim
EXTERIOR DECK
GAURDRAIL
1
A-511
Sim
P1.4.1
P1.4.1
N
9
H M
LIVING
BUILT-IN WET BAR
DINING
KITCHEN
FIREPLACE & FULL HEIGHT BUILT-INS
COVERED
DECK
PWDR
CH
MUD7
53'-10 1/2"
2'-0" 3'-10" 3'-7 1/2" 3'-9" 2'-8"30'-6"7'-6"23'-4"20'-1"3'-3"11'-8 1/2"4'-0 1/2"4'-4 1/2"3'-2 1/2"7'-10"10'-3"4'-9"3'-2" 1'-8 1/2" 3'-2"
6-L
6-K
6-M
6-J
P2.6.1
ID-30613
ID-306
22
ID-30617
ID-306
23
16
14
15
19
ID-306
20
ID-306
ID-306
21
18
1
A-304
1
A-304
2
A-303
2
A-303
D2.6.1.A
D2.6.1.A
D2.6.1.A
E7.6.1.T
E3.6.1
E3.6.1.U
E3.6.1
E3.6.1
D1.6.1.A
P2.6.1
P1.4.1
P2.6.1
9'-0"
D2.6.1.A
46'-4 1/2"7'-6"
E3.6.1.T
11'-10 1/2"1'-3"8'-6 1/2"1'-2"1'-0"E9.6.1 E3.6.1 6"6"P2.6.1
P1.4.1
P1.4.1
5
A-530
8
A-806 3'-2"9T@11"EXTERIOR
DECK
GUARDRAIL
1
A-511
Sim
F1.4.1
OPEN RISER WOOD
SLAB TREAD STAIR,
DETAILS ON A-806
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
NOTE: SAUNA NEEDS INSTALL OF
INSULATION & VAPOR BARRIER PER MANUF.
RECOMMENDATIONS. REF. TO SPECS FOR
MORE INFORMATION.
OPEN TO
ABOVE
9'-6"9'-6"9'-6"9'-6"9'-6"11'-10"
11'-10"
9'-6"
9'-6"
9'-6"
ATTACHED TO
UNDERSIDE OF
STRUCT.
ATTACHED TO
UNDERSIDE OF
STRUCT.
UNDERSIDE OF
FLOOR ABOVE,
SEE ASSEMBLY
CLG1
CLG1
CLG4
8'-0"
B.H.
B.H.
B.H.
1'-7"
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"
9'-6"
9'-6"
9'-6"
ATTACHED TO UNDERSIDE
OF STRUCT.
SKYLIGHTS 3'-0"B.H.
B.H.
B.H.
CLG3
CLG1
CLG1
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-406
ENLARGED PLANS
- UNIT 6WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 6.11
PLAN NORTH
1/4" = 1'-0"
ENLARGED PLAN - UNIT 6.22
+ 3
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 6.13
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 6.24
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
10
13
G
14
K O
MUD
PANTRY
PWDR
DINING
LIVING
SUITE
BA
PRIMARY
CL
PRIMARY
BA
PRIMARY
BR
SUITE
BRWET BAR & BUILT-INSKITCHEN
CL
66'-6"
2'-2" 9'-7 1/2" 10'-0 1/2" 3'-3 1/2" 5'-0" 5'-5"
1 1/2"
2'-2 1/2" 3'-10 1/2" 4'-11 1/2" 5'-0" 6'-6" 4'-0 1/2" 3'-9" 6"6"41'-2"21'-0"0"4'-6"2'-6"14'-0"3'-7 1/2"INSTALL BLOCKING /
REINFORCEMENT
FOR GRAB BARS
LAUNDRY
WH /
FURN
17'-10"3'-2"20'-2"6'-0"4'-0"3'-3"1'-9 1/2"2'-6"3'-5 1/2"7-C
7-B
7-F
7-I
7-H
7-A
7-K
7-E
7-D4'-6"5'-11"7'-7"9'-3"3'-4"2-662612-632-62 2-64 2-65 2-68
2-60
2-69 2-702-66
2-67
3'-7 1/2" 7'-3 1/2" 3'-3"
EQ EQ
21'-10"5'-11" 4'-8" 3'-3"
P1.4.1.A
P2.6.1.A
P1.4.1
P1.4.1.A
ID-307
2
ID-307
ID-307
ID-307
ID-307
ID-307
ID-307 5
ID-30713
ID-307
ID-307
ID-307 18
9
11
1210
6
8
14
3
4
15
19
17EQEQ
7-G
1
A-304
1
A-304
2
A-303
2
A-303
6
A-800
7'-0"2'-6"D2.6.1.A
E3.6.1.T
E3.6.1.T
E11.6.1.U
E11.6.1
E11.6.1
E2.6.1.T
E2.6.1.T
P1.4.1.A
P1.4.1
P1.4.1
P1.4.1.A
P1.4.1
P1.4.1
P1.4.1
7-J
7
16
ID-30720
WINDOW ABOVE41'-2"D2.6.1.A
P1.4.1
P1.4.1 P1.4.1
P1.4.1
D2.6.1.A EQEQ5'-9 1/2" 4'-7" 12'-0"7'-6" 6"6"20'-2"41'-2"2'-2"3'-0"7'-11"2'-7 1/2"D2.6.1.A
D2.6.1.A
FLR2
D2.6.1.A
D2.6.1.A
D1.6.1.A
D1.6.1.AP1.4.1
P1.4.1
P1.4.1
E2.6.1.T
A-511
6
5
A-530
SIM
2
A-530
Sim
1
A-530
Sim
EXTERIOR DECK
GUARDRAIL
1
A-511
Sim
F1.4.1
P1.4.1 ENTRY
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"
9'-6"
8'-0"
9'-6"
8'-0"
9'-6"9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
ATTACHED TO
UNDERSIDE OF
STRUCT.11'-10"
ATTACHED TO
UNDERSIDE OF
STRUCT.3'-7 1/2"B.H.
B.H.
B.H.
B.H.
CLG4
CLG1
CLG1 CLG4
CLG1
FLR4
UNDERSIDE OF FLOOR
ABOVE, SEE ASSEMBLY
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-407
ENLARGED PLANS
- UNIT 7WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/4" = 1'-0"
ENLARGED PLAN - UNIT 71
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 72
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
13
S
12
14
N
9
O
LAUNDRY
BR
CL CL
BR
PRIMARY
BA
PRIMARY
BR
PRIMARY
CL
SHARED
BA
KITCHEN
DINING
COVERED
DECK
LIVING
MUD CL
CL
SHWR
CL
WINE FRIDGE
WH /
FURN
49'-0"4'-11 1/2" 7 1/2" 3'-5 1/2" 4'-1 1/2" 6'-2" 3'-8" 4'-9"15'-9"21'-0"1'-0"8'-4 1/2"5'-9 1/2"12'-10"6"6" 3'-10" 4'-2 1/2" 5'-9 1/2" 5'-0" 6'-0" 3'-3" 8'-7" 7'-9" 7'-0"7'-5 1/2"7'-6"10'-1"1'-11 1/2"5'-0"17'-0"8-K
8-G
8-H
8-A
8-Q
8-P 8-N
8-M
8-F
8-E
8-D
8-R
8-L
8-I
8-J
8-B 8-C EQEQEQEQ2-71 2-72 2-752-732-74
2-76 2-77
2-01
2-76
2-77
2-78
2-002-06 2-052-07 2-03
2-02
2-04
D2.6.1.A
P1.4.3.A
P1.4.4.A
P2.6.3.A
P1.4.4.A
P1.4.4.A
ID-30816
ID-308
10
ID-308
ID-308
ID-308
ID-308
ID-3089
12
1513
11
14
4
5
ID-308
2
8
WET BAR
ID-308
17
2
A-304
2
A-304
1
A-305
1
A-305
FD
FD
8-O
ID-308 3
6
721'-0"6'-4"21'-8"105 °1 0 5 °3'-6"3'-6"7 1/2"1'-7" 11" 1'-3" 5'-0" 5'-11" 11" 2'-4 1/2" 2'-4 1/2" 3'-3" 11"1'-3 1/2"5'-0" 5'-1 1/2" 9" 12'-10" 3'-11 1/2" 3'-6"
2"57'-5"
5'-8"51'-11"27'-4"21'-8"49'-0"1'-0"51'-5"
D1.6.1.A
D1.6.1.A
E2.6.1.T
P1.4.1
P1.4.1
P1.4.1.A
P1.4.1
P1.4.1.A
P1.4
P1.4 P1.4
P1.4.1.A
P1.4 P2.6
P1.4.1.A
P1.4.1.A
E2.6.1.T
E3.6.1.T
E9.6.1.T
E7.6.T
E7.6.T
E7.6E2.6
E2.6
E2.6.1.U
E2.6
E2.6
E2.6.1.U
7'-6 1/2"P2.6.1.A
P1.4.1
P2.6.1
P1.4 P1.4
P1.4.1.A
P1.4.1
P1.4.1
P1.4.1.A P1.4.1.A
P1.4
P1.4
P1.4.4.A
4'-11 1/2" 1'-9" 4'-5" 8'-0 1/2" 4'-0" 2'-7" 8'-9" 1'-3 1/2" 1'-8"6'-6"4'-0"10'-0 1/2"4'-0 1/2"4'-0"2'-6 1/2"4'-7"7'-0"6'-5 1/2"7'-6 1/2"2'-0 1/2"2'-0"2'-0"
4
A-530
SIM
2
A-511
SimEXTERIOR GAURD
RAIL ON WALL
E2.6
E7.6.T
EXTERIOR GAURD RAIL ON WALL2
A-530
Sim
1
A-530
Sim F1.4.1
1
A-530
Sim
2
A-530
Sim
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"
9'-6"9'-6"
9'-6"
9'-6"9'-6"9'-6"
9'-6"9'-6"
9'-6"8'-0"
9'-6"
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
CLG3
9'-6"
CLG1 CLG4 B.H.
B.H.
B.H.
CLG4
8'-6"
8'-6"
B.H.
B.H.
CLG3CLG38'-6"8'-6"
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
KEY PLAN
A-408
ENLARGED PLANS
- UNIT 8WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/4" = 1'-0"
ENLARGED PLAN - UNIT 813/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 82
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
C
1
5
EAB
PRIMARY
CL
PRIMARY
BR
PRIMARY
BA
LAUNDRY
WH /
FURN
OFFICE
3RD
BR
2ND
BR
SHARED
BA
CL
PANTRY
KITCHEN
DINING
COVERED
DECK
LIVING
2ND
CL
SHWR
MUD
ENTRY
ID-309
10
11
ID-3098
ID-309 4
3
7
ID-309 2
10'-0" 4'-0" 5'-8" 2'-6 1/2" 3'-5 1/2" 3'-5" 4'-10" 5'-0" 6'-5" 4'-8" 2'-4" 1'-10" 4'-6" 1'-0"15'-9"5 1/2"11 1/2"1'-4"3'-0"1'-7"8"9'-6 1/2"6'-8 1/2"7'-6 1/2" 8'-2" 4'-4 1/2" 5'-7 1/2" 4'-8" 2'-0" 7'-1"
2'-6 1/2" 6'-10 1/2" 3'-9" 8" 5'-0" 8" 6'-2" 7'-0" 6'-9 1/2"
2'-0" 5'-0" 3'-7" 7'-3" 5'-0" 3'-10" 7'-6 1/2" 2'-3 1/2" 9'-3" 1'-0" 6'-2" 2'-0" 9'-2 1/2" 1'-6 1/2"1'-0"
9-A
9-G 9-E
9-D
9-J
9-I
9-C
9-B
9-F
9-N
9-K
9-M 9-O40'-0"3'-0"7'-3"7'-8"4'-7 1/2"7'-2 1/2"7'-9"2'-6"3-293-313-333-343-363-383-39
3-40 3-42 3-43
3-48
3-49
3-41
3-37 3-35 3-32 3-30
P2.6.1.A
P1.4.4.A
P1.4.4.A
P1.4.4.A
P1.4.1.A
P1.4.4.A
P1.4.4.A
P1.4.4.A
BUILT IN W/
FIREPLACE
18'-0"4'-0"1'-0"2'-6 1/2"ID-3096
5
ID-309
ID-309
ID-309
ID-309
12
15
13
14
12'-1" 6'-2"
9-L
9-P
2
A-320
ID-309 16
2
A-305
2
A-305
FD
9-H
9
ID-309 18
ID-309
17
3-44 8'-0"7"3'-0"6"4'-7 1/2"1'-3 1/2"4'-0"4'-6 1/2"5'-6"7'-11 1/2"3'-9 1/2"4'-3 1/2"4'-1"9"P1.4.1.A
E3.6.1.TE11.6.1.U
E11.6.1.U
E11.6.1 E3.6.1.T
E3.6.1.T
E3.6.1.T
E12.6.1
E12.6.1
E12.6
E12.6.1
2'-0"
E12.6
E12.6
E12.6
E12.6.1.U
3-45
3-46
P2.6.1.A
D2.6.1.A
P1.4.1
P1.4.1.AP1.4.1.A
P1.4.1.A
P1.4.1.A
P1.4.4.A
F2.6.1
P1.4.1.A
P1.4.1.A
P1.4.1
P1.4.1.A
P1.4.1
58'-8"1'-1"2'-0"1'-9 1/2"ID-309
19
7'-0"19'-8"40'-0"
115°
115°4'-8 1/2"4'-8 1/2"
58'-8"
D1.6
D2.6.1.A
E2.6.1.T
E2.6.1.TE2.6.1.T
P1.4.1
P2.6.1.A
P1.4.1.A
P1.4.1.A
EQ EQEQEQ5
A-530
SIM
3
A-322
2
A-530
Sim
1
A-530
Sim
1
A-530
Sim
2
A-530
Sim
1
A-511
Sim
EXTERIOR
BALCONY
GUARDRAIL
EXTERIOR
BALCONY
GUARDRAIL
6
A-510
Sim
F1.4.1
4
A-203
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
10'-11 1/2"
8'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"
9'-6"
8'-0"
CLG3
B.H.
B.H.
B.H.
B.H.
BOTTOM OF
DECK ABOVE
B.H.
B.H.
CLG1
CLG4
CLG4
8'-0"
8'-6"
8'-6"
8'-6"
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -2
A-409
ENLARGED PLANS
- UNIT 9WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 91
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 92
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
1
E N
3
SHWR
PRIMARY BA
PRIMARY BR
SUITE BA
SHWR
PRIMARY CL
LAUNDRY
WH /
FURN
SUITE CL
SUITE BR
PWDR
OFFICE
LIVINGDINING
KITCHEN
MUD
ENTRY
COVERED
DECK
ID-310 13
ID-310
20
18
ID-310
4
5
ID-310 10
ID-31017
12
ID-3102
ID-31024'-3"8'-5 1/2"8'-9 1/2"7'-0"6'-9 1/2"24'-6"12'-0 1/2" 5'-9 1/2" 3'-3 1/2" 8'-10" 9'-1" 4'-4 1/2" 12'-3 1/2"3'-8"3'-6"7'-7"9'-8"3'-6"5'-6 1/2" 6'-7"
10-H
9-A
10-B
10-G
10-J5'-8"7 1/2"5'-5" 5'-0" 1'-11"
3-28 3-26
3-25 3-23 3-22 3-20 3-15 3-13 3-12
3-10
3-08
3-27
3-24 3-21 3-16 3-14
3-11
3-09
12'-9 1/2" 5'-4 1/2" 5'-0" 7'-3" 5'-0" 3'-10 1/2" 5'-7 1/2" 5'-0" 6'-1" 8'-4 1/2" 3'-10 1/2" 7'-8" 5'-0" 6'-1"
87'-0"6'-9"3'-11 1/2"6'-0 1/2"4'-0 1/2"3'-5 1/2"P1.4.4.A
P1.4.4.A
P2.6.4.A
P1.4.4.A
P2.6.1.A
1
A-303
1
A-303
BUILT IN W/
FIREPLACE
11
ID-310
ID-310
22
16
15
6
ID-310
8
ID-310
ID-310
9
7
10-C
10-E
10-F
10-D
1
A-304
1
A-304
2
A-303
2
A-303
14
3 1921
ID-310 23
10-I10-K10-L10-M
10-A
8"1'-8" 1'-4" 3'-0" 1'-9 1/2" 2'-2"1'-4"E9.6.TF2.6.1
D1.6
D2.6.1.A
1'-8"1'-5"F1.4
D2.6.1.A
D2.6
P2.6.1
E3.6.1.T
E2.6.1.T
E2.6.1.T
P1.4.1.A
P1.4.1
P1.4.1
P1.4.4.A
P1.4.1
1'-11 1/2" 12'-3 1/2" 3'-11 1/2" 6'-10" 5'-2" 8 1/2" 2'-2" 4'-0"1'-11"11 1/2"1'-3"2'-1 1/2"3'-0"2'-1 1/2"3'-0"11 1/2"4'-6 1/2"2'-8" 9 1/2"
3'-0 1/2" 1'-10" 8'-0" 2'-2 5/8"1
A-530
Sim
2
A-530
Sim
P1.4.1.A
P1.4.4.A
P1.4.1P1.4.1
GUARDRAIL
3
A-511
Sim
1
A-530
Sim
2
A-530
Sim
5
A-530
SIM
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
11'-0"
8'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"9'-6"9'-6"9'-6"9'-6"
9'-6"
8'-0"
CLG4
B.H.
B.H.
B.H.
CLG4
CLG1
CLG1
RF4
UNDERSIDE OF
DECK ABOVE, SEE
ASSEMBLY
2'-2"
2'-1"
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -3
KEY PLAN
A-410
ENLARGED PLANS
- UNIT 10WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 101
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 102
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
10
13
G
14
K O
KITCHEN
LIVING
COVERED
DECK
SUITE
BR
PRIMARY
BR
LAUNDRY
MUD
SUITE
BA
SHWR
PRIMARY
CL
PRIMARY
BA
WH /
FURN
PANTRY
ID-311
6
ID-311
ID-311 18
17
1916
8
ID-311
2
ID-311 5
7
DINING
66'-6"
21'-10"5'-11" 4'-8" 3'-3"41'-2"10"3'-8"2'-6"17'-9"16'-5"21'-0"20'-2"11-A
11-C
11-H11-F
11-B
11-D
11-E
2'-2" 9'-8" 9'-6 1/2" 3'-9 1/2" 5'-0" 5'-4 1/2" 2'-4" 4'-4" 4'-6" 5'-0" 6'-9 1/2" 3'-9" 3'-9" 6"
3-633-623-603-583-573-55
3-54
3-643-613-593-56
P1.4.4.A
P2.6.4.A
P1.4.1
P1.4.4.A
P1.4.4.A3'-7 1/2"9'-5 1/2"4'-9 1/2"2'-5 1/2"3'-0"13'-4 3/8"3'-6 5/8"BUILT IN W/
FIREPLACE
ID-311
ID-311
9
ID-311
ID-311
14
10
11
12
11-G
1
A-304
1
A-304
2
A-303
2
A-303
6
A-800
ID-31113
15
11-K
11-I
11-J
ID-311
3
4
ID-31120
6'-6 1/2" 4'-3 1/2" 12'-0"7'-6" 6"6"
D2.6
35'-8"30'-10"21'-0"20'-2"66'-6"2'-4 1/2"3'-0"3'-11"3'-4"3'-7 1/2" 7'-3 1/2" 3'-3"
3'-7 5/8" 3'-8" 3'-0"
7 1/2"3'-3"2'-1"2'-8"3'-3 1/2"3'-2"6'-0"4'-0"2'-11 1/2"E3.6.1.T
E11.6.1
E11.6.1.U
E11.6.1
E3.6.1.T
D2.6
P1.4
P1.4.1.U
D2.6
P1.4.1
P1.4.1
P1.4.1.A P1.4.1 P1.4.1
P1.4.1
P1.4.1.A
E2.6.1.T
E2.6.1.T
FLR3
P1.4.1.A
D1.6.1.A
4
A-530
SIM
PWDR
D2.6.1.A
P1.4.1
P1.4.1
P1.4.1
1
A-530
Sim
2
A-530
Sim
GUARDRAIL
3
A-511
Sim
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"
9'-6"
9'-6"
8'-0"
8'-0"
9'-6"9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
11'-0 3/4"
UNDERSIDE OF FLOOR
ABOVE, SEE ASSEMBLY
CLG4
CLG4
B.H.
B.H.
B.H.
B.H.
B.H.
B.H.
CLG1
RF4
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -3
KEY PLAN
A-411
ENLARGED PLANS
- UNIT 11WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/4" = 1'-0"
ENLARGED PLAN - UNIT 111
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 112
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
13
S
14
9
MUD
WH /
FURN
LAUNDRY
BR
CL CL
BR
CL
PRIMARY
BA
PRIMARY
BR
PRIMARY
CL
CL
SHARED
BA
CL
KITCHEN
DINING
COVERED
DECK
LIVING
ID-312
2
ID-3129
ID-312
10
ID-312 5
ID-31216
8
7
4
11
6
63'-0"
10'-11" 11" 2'-4 1/2" 2'-4 1/2" 3'-3" 11"1'-3 1/2" 10'-1 1/2" 9" 12'-9 1/2" 4'-0" 3'-6"49'-0"21'-0"1'-0"8'-4 1/2"1'-7 1/4"4'-2 1/4"12'-10"3'-10" 4'-2 1/2" 5'-9 1/2" 5'-0" 6'-0" 3'-3" 8'-7" 7'-9" 7'-0"7'-5 1/2"1'-6"12'-0"4'-1"1'-11 1/2"5'-0"17'-0"3'-10 5/8" 3'-10" 6'-5 1/2" 3'-8 3/8" 4'-9"15'-9"7'-1 1/2"4'-0"3'-9"7'-6 1/2"13'-9"12-B
12-I
12-C 12-E
12-F
12-M12-N
12-P
12-A
12-H
12-L12-O
12-J
12-K
E2.6.1.T
E3.6.1.T
E7.6.1.T
E9.6.1.T
3-06 3-05 3-03
3-02
3-01 3-00
3-74
3-72
3-70
3-693-673-65 3-66 3-68
3-71
3-73
3-043-07
P1.4.4.A
P1.4.1
P1.4.4.A
P1.4.4.A
P1.4.4.A
P1.4.4.A
D1.6.1.A
D1.6.1.A
D2.6.1.A
BUILT IN W/
FIREPLACE
ID-312
ID-312 ID-312
12
13
14
15
12-Q 12-R
SHWR
WET BAR WINE FRIDGE
2
A-304
2
A-304
1
A-305
1
A-305
ID-312
17
FD
FD
12-G
12-D
ID-312 3
E2.6.1.T
10'-7" 1'-0"51'-5"
2'-0 1/2" 11" 1'-3"7'-6 1/2"1'-4"49'-0"21'-0"28'-0"D1.6.1.A
D2.6
D2.6
E2.6.1.T
E2.6.1.U
E2.6.1.T
E2.6.1.T E7.6
E7.6.T
P1.4.1
P2.6
P1.4
P1.42'-10"3'-11 1/2" 8'-6" 4'-0" 2'-7" 8'-9" 1'-3 1/2" 1'-8"
1 0 5 °1 0 5 °P2.6P2.6
P1.4P1.4
P1.4.1.A
P1.4
P1.4
P1.4.1
P1.4.1P1.4.1
P1.4
P1.4P1.4
P1.4
P1.4.1.A
P1.4
P1.4.1
P1.4.1
P1.4
E7.6.5.T
E2.6.5.T
F1.4.1
1
A-530
Sim
2
A-530
Sim
6'-6"P1.4.1.A
4
A-530
SIM
GAURDRAIL ON
EXTERIOR WALL
2
A-511
Sim
1
A-530
Sim
2
A-530
Sim
GAURDRAIL ON
EXTERIOR WALL
NOTE: ALL OTHER CEILINGS ARE PART OF THE ROOF/FLOOR
ASSEMBLY ABOVE, UNLESS NOTED OTHERWISE. ATTACHED
DIRECTLY TO STRUCTURE. SEE ASSEMBLY SHEETS.
REFLECTED CEILING PLAN LEGEND
DROPPED CEILING, TYPE CLG1
EXTERIOR WOOD SOFFIT, TYPE CLG 3 OR CLG 6, VERIFY ON PLAN
GYP CEILING ON WD FRAMING, TYPE CLG4
GYP CEILING ON ICC ISOLATION HANGERS, TYPE CLG5
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
ATTACHED TO UNDERSIDE
OF STRUCT.
9'-6"9'-6"9'-6"
9'-6"
9'-6"
9'-6"
8'-0"9'-6"
9'-6"
9'-6"
9'-6"9'-6"
8'-0"
9'-6"
9'-6"
B.H.
B.H.
B.H.
CLG3
CLG1 CLG4CLG4
9'-6"
8'-6"
8'-6"
B.H.
B.H.
CLG3
CLG38'-6"8'-6"
1. THIS PLAN SHOWS THE LOCATIONS OF ITEMS IN
ARCHITECTURALLY SIGNIFICANT ITEMS ONLY. REFER TO
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR ALL
ITEMS NOT SHOWN.
2. CENTER ALL CEILING-MOUNTED ITEMS LOCATED IN
ACOUSTICAL PANELS, GYPSUM BOARD SOFFITS, AND BETWEEN
OTHER CEILING MOUNTED FIXTURES.
3. ALL CEILING ELEVATION REFERENCES ARE RELATIVE TO
FINISHED FLOOR SLAB BELOW.
4. INTERIOR CEILING PLAN DIMENSIONS ARE FACE OF STUD.
5. ALL DISHWASHER OUTLETS (DW) MUST BE LOCATED 1' -6" A.F.F.
BEHIND DISHWASHER.
6. ALL DISPOSAL OUTLETS (DP) MUST BE LOCATED 1' -6" ABOVE
CABINET BASE, WITHIN KITCHEN SINK CABINET UNIT.
7. ALL OUTLETS TO BE ARC-FAULT PROTECTION AND TAMPER
RESISTANT UNLESS OTHERWISE NOTED WITH ELECTRICAL
DIAGRAM SYMBOL.
8. CONTRACTOR TO COORDINATE ELECTRICAL NEEDS FOR ALL
MECHANICAL SYSTEMS.
9. SMOKE DETECTORS (COMBINED WITH CARBON MONOXIDE
DETECTOR) INTERCONNECT 120V ALL FLOORS BATTERY
BACKUP
10. BATHROOM CIRCUITING SHALL BE EITHER 20 AMPERE CIRCUIT
DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE
CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS.
11. ALL EXTERIOR OUTLETS TO BE GFI AND WATER PROOF.
12. LIGHTING TO BE CENTERED IN ROOM, U.N.O.
13. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN AND SHALL CONFORM WITH THE CURRENT
CODES.
14. SEE ELECTRICAL PLAN FOR ALL LIGHTING LAYOUTS.
15. SEE ELECTRICAL AND INTERIOR SHEETS FOR LIGHTING
PRODUCTS.
16. B.H. STANDS FOR BULKHEAD WALL OVER OPENING
REFLECTED CEILING PLAN GENERAL NOTES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -3
KEY PLAN
A-412
ENLARGED PLANS
- UNIT 12WILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ENLARGED PLAN - UNIT 121
PLAN NORTH
3/16" = 1'-0"
REFLECTED CEILING PLAN - UNIT 122
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
UP
10
13
S
2
A-301
2
A-301
1
A-302
1
A-302
14
K RPQ
11
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
31 SF
CHASE
009
576 SF
TENANT LOBBY
123
M2.5.1.A M1.6.1.A E6.6.1.T
D3.6.1.A
M4.5.1.A
M9.1.A
E1.6
871 SF
SHELL B
130 7'-4"RECESSED
MAILBOX
SYSTEM TO
MEET USPS
STANDARDS
9
A-602
10
A-602
5
A-602
6
A-602
2
A-303
2
A-303
6
A-800
2
A-304
2
A-304
M3.5
M5.3
E1.6.1.T
E6.6.1.T
E1.6.1.T E1.6.1.T
E6.6.1.T
E13.6.1.T
E4.6.1.T
E4.6.1.T
F3.3.1.UM5.3.1.A
M6.6.1.A
M4.5.1.A
M3.5.1
E6.6.1.T
E6.6.1.T
M2.5.1.A
M2.5.1.A
M2.5.1.A
F5.X.1M2.5.1.A
M2.5.1.A
E13.6.1.T
E6.6.1.T
E1.6.1.T E1.6.1.T E1.6.1.T
E6.6.1.T
2'-11" 11'-0" 3'-4" 11'-0" 2'-11"3'-4" 15'-0" M.O. 3'-4" 15'-0" M.O. 3'-4"2'-0"4'-6"35'-6"2'-0"4'-6"35/64"4'-0"4'-0"3'-9"4'-6"8'-1 27/64"4'-6"1'-7 1/2 "5"8'-3"6'-0" M.O.9'-2"21'-10 1/2"2'-4 1/2"8'-0 1/2"9'-3 1/2"4'-8" 7'-6 1/2"7'-7" 3'-9"19'-5"8'-0"5"
12'-2 1/2" 4'-0" 3'-4" M.O.4'-8" M.O. 3'-7" 5" 6'-9"32'-0"
8'-0" 7'-6" 6'-6 5/16"
1'-6"
5'-0" MIN CLR 5"8'-2"33'-0"5"42'-0"44'-5"6'-9"32'-0"
5"39'-2"5" 11'-7" 5"31'-2"5"
40'-0"11'-7"32'-0"
102°102°23'-10"1'-6"5'-0" MIN CLRC2.6
2'-3 1/2"HOIST8'-8" MIN CLRHOIST
6'-11 3/4" MIN CLR
7
A-602
130C130B
8
A-602
12
A-602
E6.6.1.T
11
A-602
13
A-602
15
A-602
A-800
1
TPD
MIR
GRAB
BARS
TPD
GRAB
BARS
ACCESSIBLE
RESTROOM
ACCESSIBLE
RESTROOM
MIR
SD
PTD
SD
PTD
A-501
1
A-501
2
VERIFY 9 3/4"7
A-530
123A
131A130A
123B
123C
ELECTRICAL METERING,
SEE ELEC
NATURAL GAS
METERING, SEE PLUMB
F7E4.6.1.T
E6.6.1.T
M2.5
M7.6.1
131B
X.2
F
10
13
2
A-301
2
A-301
2
A-302
2
A-302
12
G KH
11
J
1
A-304
1
A-304
324 SF
TENANT
STORAGE
121
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
31 SF
CHASE
009
M3.5.1.U
WELDED WIRE
MESH WALLS AND
GATES
PET WASH
STATION
FD
HOSE BIB
PER MEP
WALL
MOUNTED
BIKE RACKS
122135121
133
63 SF
MACHINE ROOM
133
128 SF
MAINTENANCE
135
10'-11 15/32"5'-10 17/32"6'-2"14'-6"7'-1"M5.3 M5.3 M5.3 6
A-800
EQ EQ EQ 9'-9"15'-5 3/4" 6"
E1.6
M2.5.1.A
M2.5.1.A
M2.5
M7.6
M6.6
M9.1.A
E6.6.1.T
9
A-550
TYP
A-550
14
F3.3.1
F3.3.148" MAX38" MAX48" MAX59" MIN ADA
58"12"15"7"
59" MIN. @ FLOOR-MOUNTED TOILET
56" MIN. @ WALL-HUNG TOILET
TOILET PARTITION
WHERE OCCURS
42"12"
6"36"
18"16"~36"19"33" ~39" ~1 1/2"MIN.~ 9"17"MAX.H.C.STD. 24"42"12"24"34"15"MAX.MIN.
1 1/2" DIA. GRAB
BAR WITH 1 1/2"
GAP FROM WALL
H.C.TOILET PAPER
MOUNTING AREA
(TPD)
URINAL SCREEN
WHERE OCCURS
27"MIN.ACCESSIBLE
SINK BOWL
6 1/2" DEEP
60" MIN ADA
9"6"
TOE SPACE
9"6"
COUNTER WHERE
OCCURS
SIDE WALL GRAB BAR
ACCESSIBLE
WATER CLOSET
[604.5.1]
[604.7 (a)]
REAR WALL GRAB BAR
ACCESSIBLE
WATER CLOSET
[604.5.2]
AMBULATORY
WATER CLOSET
[604.9]
SHOWER COMPARTMENT
SEAT TRANSFER / ROLL-IN
[610.3]
WALL HUNG URINAL
ACCESSIBLE
[605.2]
DRINKING FOUNTAIN
ACCESSIBLE
[602.4]
LAVATORY SINK*
ACCESSIBLE
[606.3]
PAPER TOWEL
DISPENSER
ACCESSIBLE
[606.3]
MIRROR
ACCESSIBLE
SANITARY NAPKIN
DISPENSER
ACCESSIBLE
[308.2.1]
ROBE HOOKS
ACCESSIBLE
[308.2.1]* TOP OF SINK RIM OR
TOP OF COUNTER
SURFACE 34 IN MAX.NOTE: PROVIDE FIRE-RATED TREATED WOOD BLOCKING AT ALL WALL MOUNTED ACCESSORIES
TOILET AND BATH ACCESSORIES
BOTTOM OF
REFLECTIVE
SURFACE
41"39"~41"18"MIN.27"SPOUT
36"MAX.TOWEL BAR
ACCESSIBLE
[308.2.1]48" MAXTOILET PARTITION WALL LOCATIONS 48"ADA MAX.STD. 72" MAX.19"17 ~12"24"
PTD SNDMIRDF TB RH
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
A-420
ENLARGED PLAN -
RESIDENTIAL
LOBBYWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
LVL 1 - ENLARGED PLAN - RESIDENTIAL LOBBY1
PLAN NORTH
1/4" = 1'-0"
LVL 1 - ENLARGED PLAN - RESIDENTIAL STORAGE2
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
3 ADDENDUM 03 11/04/2021
4 ADDENDUM 04 11/09/2021
DN
UP
2
A-202
X.4 X.4
D F
1
55
EA
1
A-301
1
A-301
E5.6.1.T
M6.6.1.A
M3.5.1.A
D7.6.1.A
M6.6.1.T
M5.3.1.A
D7.6.1.A
D7.6.1.A
D7.6.1.A
M6.6.1.A
D7.6.1.A
E5.6.1.T
E5.6.1.T
M6.6.1.A
E5.6.1.T
62 SF
LOCKERS
113
77 SF
ACCESSIBLE
RR/SHWR
114
303 SF
TENANT STOR.
116
91 SF
TENANT
CORRIDOR
117
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
239 SF
EXPANDED
STORAGE
119
145 SF
FIRE RISER
120
410 SF
SERVICE
CORRIDOR
111
18"X24" METAL
LOCKERS,
STACKED
WIRE MESH
WALLS AND
GATES
1
A-303
1
A-303
1
A-602
2
A-602
3
A-602
4
A-602
1
AS-202
2
A-305
2
A-305 3'-6"7'-9"13'-3"6'-1 1/2"9'-4 1/2"1'-10 1/2"6'-6 1/2"16'-7 1/2" 3'-2"
8'-3" 1'-10" 7'-0 1/2"7'-3 1/2"17'-8"2'-7 1/2"
5'-1 1/2" 7'-10 1/2" 7'-6"
M6.6
M5.3.1 M5.3.1 M6.6.1
M8.5.1.A
M8.5.1.A
M8.5.1.AM8.5.1.A
M8.5.1.A
M8.5.1.A
M8.5.A.1
M8.5.A.1
M6.6.1.A
M6.6.1.A
M6.6.1.A
M6.6.1.A
M5.3.1M5.3.1M5.3.1
M6.6.1.A
M5.3.4
D7.6.1.T
M6.6.1.T M6.6.1.T
E5.6.1.TE5.6.1.T
E10.6.1.TE10.6.1.T
E10.6.1.T
D7.6.1.T
D7.6.1.AD7.6.1.A
M6.6.1.A
E1.6.1.T
F3.3.1
E1.6.1.T
E1.6.1.T
E1.6.1.T
E1.6.1.T E5.6.1.T
E5.6.1.T
M6.6.1.A
M5.3.1
120
111B
112
113
114
110A
110C
110D
110B
1593 SF
SHELL A
110
132B
132A 133A
181 SF
COMMERCIAL
TRASH
132
114 SF
TENANT TRASH
133B
DUMPSTER, N.I.C.
133B
116
117B
117A
EQ EQ EQ EQ
19'-9 1/2"
2'-11" 7'-4" 5'-1"16'-8" 9 1/2" 7'-8 1/2" 6'-2" 4'-9" 4'-9" 2'-6" 8'-0" 8'-6"1'-6" 8'-0" 2'-3 1/2"2'-3"8'-11 1/2"F3.3.1
4'-4 1/2"V.I.F.4'-11 3/16"9'-3 11/16"V.I.F.
3'-3 7/32" 2'-3" 2'-7 1/2" 11'-6 1/2"
M5.3.1
M6.6.1
D7.6.1.A
EQ EQ
16'-7" M.O.6'-0"14'-6" M.O.2'-11"5'-9 1/2" M.O.18'-8"14'-0 25/32"
18"X24" METAL
LOCKERS,
STACKED
WELDED WIRE
MESH WALLS
AND GATESEQEQ46'-8"20'-0"20'-3 1/2"
86'-11 1/2"
7'-9"
WIRE MESH
WALLS AND
GATES1'-6"A-801
34'-0"1'-9"VIF54'-5 3/8"40'-0"9'-6"
148 SF
WEST STAIR
1121'-6"SEE PLUMBING DOCS.COORD W/SHOWER ENCLOSURE,3'-0 3/8"
6'-0" HIGH 1/4" CORRUG.
MTL WALL PANEL FINISH AT
INTERIOR OF COMMERCIAL
TRASH ROOM. SEE SPEC
6'-0" HIGH 1/4" CORRUG.
MTL WALL PANEL FINISH AT
INTERIOR OF TENANT
TRASH ROOM. SEE SPEC
DUMPSTERS, N.I.C.
2
A-801
TPD
MIR ACCESSIBLE
RESTROOM
GRAB
BARS
TPD
MIR
GRAB
BARS
TB
RH
SD
SD
PTDSND
PTD
7
A-801
2
A-805
SHOWER
CURTAIN
AND ROD
9
A-550
TYP
3
A-322
A-501
3
A-501
3
SIM
SIM A-501
4
FLR6
FLR7
SLOPE FLOOR TO MATCH
GRADE AT CORRIDOR
FLR1
FLR1 SLOPED FLOOR 3/4" / 1'-0"FLR1
FLR1
FLR1
-1'-9"
-1'-6"-1'-6"
0"
0"0"
-1'-0"
-1'-6"
-1'-6"
0"
-1'-4"
-1'-6"
-1'-6"
-2'-0"
-1'-11"
0"
-10"
FLR1
FLR1
FLR1
FLR1
F3.3.1 F3.3.1
F3.3.1
C.G. PER
SPEC
C.G. PER
SPEC
C.G. PER
SPEC
4
A-203
EXISTING OVERHEAD DOOR
TO EXIST. BUILDING
111A
GENERAL SHEET NOTES
SHEET SPECIFIC GENERAL INFORMATION
AND/OR INSTRUCTION
1. ABBREVIATIONS: REFERENCED FROM THE
CONSTRUCTION SPECIFICATIONS INSTITUTE'S
UNIFORM DRAWING SYSTEM TERMS AND
ABBREVIATIONS MODULE. REFER TO SHEET
INDEX G-001.
2. DIMENSIONS ARE TO GRID CENTERLINE, FACE
OF CONCRETE WALL OR FACE OF STUD AS
APPLICABLE, UNLESS NOTED OTHERWISE
3. REFER TO ARCHITECTURAL SHEET SERIES
600/700 FOR ALL INTERIOR FINISHES OF
WALL, FLOOR, CEILING, CASEWORK FINISHES
AND WINDOW TREATMENTS
4. REFER TO ARCHITECTURAL INTERIOR
ELEVATION SHEET SERIES A-210 FOR
CASEWORK AND COUNTERTOP
CONFIGURATIONS AND HEIGHTS.
5. PROVIDE [09 5100.13] ACOUSTICAL
INSULATION IN SURROUNDING RESTROOM
WALLS -TYPICAL
6. REFER TO REFLECTED CEILING PLANS FOR
WALL OPENINGS AT OR ABOVE 4'-0" A.F.F.
7. ALL INTERIOR DOORS ARE 4 1/2" AWAY FROM
ADJACENT PERPENDICULAR STUD OR
CENTERED BETWEEN ADJACENT
PERPENDICULAR WALLS, UNLESS
SPECIFICALLY DIMENSIONED.
8. AT ALL SHOWER AND TOILET AREAS INSTALL
REQUIRED BLOCKING TO MEET ANSI
REQUIREMENTS. REFER TO ANSI ICC
A117.1-2009.
9. ALL RESIDENTIAL UNITS SHALL BE EQUIPPED
WITH (QTY 1) PORTABLE FIRE EXTINGUISHER.
INSTALL AT LOCATION LESS THAN 30 FEET
DISTANCE OF TRAVEL FROM COOKING
EQUIPMENT PER CODE. FOR MORE
INFORMATION, SEE IBC 906.1.1. 48" MAX38" MAX48" MAX59" MIN ADA
58"12"15"7"
59" MIN. @ FLOOR-MOUNTED TOILET
56" MIN. @ WALL-HUNG TOILET
TOILET PARTITION
WHERE OCCURS
42"12"
6"36"
18"16"~36"19"33" ~39" ~1 1/2"MIN.~ 9"17"MAX.H.C.STD. 24"42"12"24"34"15"MAX.MIN.
1 1/2" DIA. GRAB
BAR WITH 1 1/2"
GAP FROM WALL
H.C.TOILET PAPER
MOUNTING AREA
(TPD)
URINAL SCREEN
WHERE OCCURS
27"MIN.ACCESSIBLE
SINK BOWL
6 1/2" DEEP
60" MIN ADA
9"6"
TOE SPACE
9"6"
COUNTER WHERE
OCCURS
SIDE WALL GRAB BAR
ACCESSIBLE
WATER CLOSET
[604.5.1]
[604.7 (a)]
REAR WALL GRAB BAR
ACCESSIBLE
WATER CLOSET
[604.5.2]
AMBULATORY
WATER CLOSET
[604.9]
SHOWER COMPARTMENT
SEAT TRANSFER / ROLL-IN
[610.3]
WALL HUNG URINAL
ACCESSIBLE
[605.2]
DRINKING FOUNTAIN
ACCESSIBLE
[602.4]
LAVATORY SINK*
ACCESSIBLE
[606.3]
PAPER TOWEL
DISPENSER
ACCESSIBLE
[606.3]
MIRROR
ACCESSIBLE
SANITARY NAPKIN
DISPENSER
ACCESSIBLE
[308.2.1]
ROBE HOOKS
ACCESSIBLE
[308.2.1]* TOP OF SINK RIM OR
TOP OF COUNTER
SURFACE 34 IN MAX.NOTE: PROVIDE FIRE-RATED TREATED WOOD BLOCKING AT ALL WALL MOUNTED ACCESSORIES
TOILET AND BATH ACCESSORIES
BOTTOM OF
REFLECTIVE
SURFACE
41"39"~41"18"MIN.27"SPOUT
36"MAX.TOWEL BAR
ACCESSIBLE
[308.2.1]48" MAXTOILET PARTITION WALL LOCATIONS 48"ADA MAX.STD. 72" MAX.19"17 ~12"24"
PTD SNDMIRDF TB RH
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
FLOOR -1
A-421
ENLARGED PLAN -
TRASH/LOADINGWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
1/4" = 1'-0"
LVL 1 - ENLARGED PLAN - LOADING/TRASH1
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
1" AIR CAVITY W/
VENEER ANCHORS
ANCHORED BRICK VENEER,
SEE MANUFACTURER
GROUT PER SPEC
SEALANT & BACKER ROD
3X2X3/16 STEEL ANGLE,
PAINTED TO MATCH
LAG BOLT STEEL ANGLE TO
SHEATHING, BLOCKING
WALL CONSTRUCTION
PER ASSEMBLY
J TRIM FLASHING,
PAINTED TO MATCH
CORRUGATED METAL WALL
PANEL, SEE ELEVATIONS
1" AIR CAVITY W/
VENEER ANCHORS
ANCHORED BRICK VENEER,
SEE MANUFACTURER
GROUT PER SPEC
SEALANT & BACKER ROD
3X2X3/16 STEEL ANGLE,
PAINTED TO MATCH
LAG BOLT STEEL ANGLE TO
SHEATHING, BLOCKING
WALL CONSTRUCTION
PER ASSEMBLY
J TRIM FLASHING,
PAINTED TO MATCH
FURRING STRIPS PER MANUF.
RECOMMENDATIONS
1x6 KEBONY CHARACTER GRADE,
VERTICAL SHIP LAP, SEE MANUF.
RECOMMENDATIONS
1" AIR CAVITY W/
VENEER ANCHORS
ANCHORED BRICK VENEER,
SEE MANUFACTURER
GROUT PER SPEC
SEALANT & BACKER ROD
WALL CONSTRUCTION
PER ASSEMBLY
J TRIM FLASHING,
PAINTED TO MATCH
CORRUGATED METAL WALL
PANEL, SEE ELEVATIONS
WALL CONSTRUCTION
PER ASSEMBLY
J TRIM FLASHING,
PAINTED TO MATCH
CORRUGATED METAL WALL
PANEL, SEE ELEVATIONS
WALL CONSTRUCTION
PER PLANS, ASSEMBLIES
WD BLOCKING, PAINT
TO MATCH CORRUG.WALL CONSTRUCTION
PER PLANS, ASSEMBLIES
CORNER FLASHING,
PAINTED TO MATCH
CORRUGATED METAL WALL
PANEL, SEE ELEVATIONS
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-501
EXTERIOR PLAN
DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153" = 1'-0"
PLAN DETAIL - TRANSITION BTW CORRUG. & MASONRY13" = 1'-0"
PLAN DETAIL - TRANSITION BTW KEBONY & MASONRY23" = 1'-0"
PLAN DETAIL - INSIDE CORNER @ CORRUG. & MASONRY3
3" = 1'-0"
PLAN DETAIL - INSIDE CORNER @ CORRUG. MTL PANEL43" = 1'-0"
PLAN DETAIL - CORRUG. @ EXIST. CORRUG. MTL5
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
A
0.25
12
CONCRETE DECK O/ WPM O/ 3"
METAL DECK : SLOPE DECK AWAY
FROM BLDG. MIN 0.25:12
PROVIDE CONCRETE
WATERPROOFING SYSTEM
BRING WATERPROOFING SYSTEM
OVER STEEL STANDOFF &
LEADING EDGE OF SLAB
PROVIDE WEEP-HOLES
FOR DRAINAGE
MTL DRIP FLASHING
HANDRAIL EMBEDDED STEEL
STANDOFF: FLUSH TO TOP
OF CONCRETE; FASTEN PER
STRUCT. DWGS.
HANDRAIL SYSTEM BOLTED TO
STEEL STANDOFF ON NEOPRENE
GASKET. SHIM PLUMB. TYP
STEEL GUARDRAIL: PRIME AND
PAINT-MATTE BLACK FINISH
MIN.
3"MIN.4"A-511
1
8"EQEQMTL DRIP
FLASHING & STOP
BACKER-ROD /
SEALANT
BRICK: 3/8" "K" STYLE
MORTAR JOINTS
AIR GAP
WRB O/ PLYWOOD
SHEATHING O/ LIGHT-GAUGE
STEEL STUD FRAMING
MASONRY ANCHOR: APPLY
PER CODE REQUIREMENTS 1'-3"10 1/2"3 1/2"MTL SOFFIT PANEL
1.5" MTL HAT CHANNEL
TUBE STEEL PER STRUCTURAL
DWGS. PRIME AND PAINT-
MATTE BLACK FINISH
1.5" SHEET METAL ROOFING O/
SELF-ADHERING UNDERLAYMENT O/
5/8" EXT GRADE PLYWOOD O/
LIGHT GUAGE STEEL FRAMING
MTL GUTTER /
CAP FLASHING0.2512
C-CHANNEL: FASTEN PER
STRUCT. DWGS. CHANNEL AND
FASTENERS: PRIME AND
PAINT-MATTE BLACK FINISH
MTL DRIP FLASHING
MTL "J"
CLOSURE
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
N
0.2512
CONCRETE DECK O/ WPM O/ 3"
METAL DECK : SLOPE DECK AWAY
FROM BLDG. MIN 0.25:12
PROVIDE CONCRETE
WATERPROOFING SYSTEM
BRING WATERPROOFING SYSTEM
OVER STEEL STANDOFF &
LEADING EDGE OF SLAB
PROVIDE WEEP-HOLES
FOR DRAINAGE
MTL DRIP FLASHING(S)
C-CHANNEL: FASTEN PER
STRUCT. DWGS. CHANNEL
AND FASTENERS. PRIME AND
PAINT: MATTE BLACK FINISH
BACKER-ROD /
SEALANT O/ DRIP EDGE
CORRUGATED MTL
SIDING O/ WRB
BATT INSULATION: R-21 MIN
MIN: R-49 BATT INSULATION
REQD IF DECK IS OVER
HABITABLE SPACE.
MIN.
3"MIN. 4"10 1/2"1'-3"A-511
1
2 3/4"
STEEL GUARDRAIL- PRIME
AND PAINT: MATTE BLACK
FINISH T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
S
BATT INSULATION: R-21 MIN
CORRUGATED MTL
SIDING O/ WRB
0.25
12
INSTALL BUG SCREENING
AT ALL BOT EXPOSURES
WD VERTICAL SIDING O/
SLEEPERS O/ WRB O/
STRUCTURAL SHEATHING
& WD FRAMING
MTL FLASHING
SLOPE TO INTERNAL
DRAINS PER PLAN
10 1/2"C-CHANNEL: FASTEN PER STRUCT.
DWGS. CHANNEL AND FASTENERS.
PRIME AND PAINT: MATTE BLACK FINISH.
BACKER-ROD / SEALANT
O/ MTL DRIP EDGE 10 1/2"1'-3"1 3/4" LVL 3"3"T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
1
CORRUGATED MTL
SIDING O/ WRB
BATT INSULATION: R-21 MIN
MIN: R-49 BATT INSULATION
REQD IF DECK IS OVER
HABITABLE SPACE.
0.25
12
CONCRETE DECK O/ WPM O/ 3"
METAL DECK : SLOPE DECK AWAY
FROM BLDG. MIN 0.25:12
PROVIDE CONCRETE
WATERPROOFING SYSTEM
BRING WATERPROOFING SYSTEM
OVER STEEL STANDOFF &
LEADING EDGE OF SLAB
PROVIDE WEEP-HOLES
FOR DRAINAGE
MTL DRIP FLASHING(S)
HANDRAIL EMBEDDED STEEL
STANDOFF: FLUSH TO TOP
OF CONCRETE; FASTEN PER
STRUCT. DWGS.
HANDRAIL SYSTEM BOLTED TO
STEEL STANDOFF ON NEOPRENE
GASKET. SHIM PLUMB. TYP
STEEL GUARDRAIL: PRIME AND
PAINT-MATTE BLACK FINISH
MIN.
3"MIN. 4"C-CHANNEL: FASTEN PER STRUCT.
DWGS. CHANNEL AND FASTENERS.
PRIME AND PAINT: MATTE BLACK FINISH.
BACKER-ROD / SEALANT
O/ MTL DRIP EDGE 10 1/2"1'-3"A-511
1
1 3/4" LVL 3"3"T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
N
MTL SIDING O/ WRB O/
WOOD-FRAMED WALL
PROFILE CLOSURE
MTL DRIP FLASHING &
COUNTER-FLASHING
MTL DRIP
FLASHING & STOP
FINISH PER INTERIOR SPECS.
CONCRETE DECK / STEEL
FRAMING PER STRUCTURAL
DWGS.
BRICK: 3/8" "K" STYLE
MORTAR JOINTS
AIR GAP
WRB O/ PLYWOOD
SHEATHING O/ LIGHT-GAUGE
STEEL STUD FRAMING
MASONRY ANCHOR: APPLY
PER CODE REQUIREMENTS
BATT INSULATION: R-21
0.25
12
C-CHANNEL: FASTEN PER STRUCT.
DWGS. CHANNEL AND FASTENERS.
PRIME AND PAINT: MATTE BLACK FINISH.
BACKER-ROD / SEALANT
O/ MTL DRIP EDGE
1 3/4" LVL 3"3"10 1/2"1'-3"T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
A
3'-6"1'-6"MTL DRIP FLASHING
MTL DRIP
FLASHING & STOP
BACKER-ROD /
SEALANT
BRICK: 3/8" "K" STYLE
MORTAR JOINTS
AIR GAP
WRB O/ PLYWOOD
SHEATHING O/ LIGHT-GAUGE
STEEL STUD FRAMING
MASONRY ANCHOR: APPLY
PER CODE REQUIREMENTS
MTL SOFFIT PANEL
1.5" MTL HAT CHANNEL
TUBE STEEL PER STRUCTURAL
DWGS. PRIME AND PAINT-
MATTE BLACK FINISH
1.5" SHEET METAL ROOFING O/
SELF-ADHERING UNDERLAYMENT O/
5/8" EXT GRADE PLYWOOD O/
LIGHT GUAGE STEEL FRAMING
MTL GUTTER /
CAP FLASHING0.25
12
(4) GALVANIZED LAG
BOLT @ EACH POST
STEEL PLATE O/
NEOPRENE GASKET
MTL. CAP FLASHING: BRZ
MTL DRIP FLASHING: BRZ
VERT. T&G WOOD
SIDING O/ WRB
ADHESIVE FLASHING:
WRAP OVER WRB
WRB O/ MTL DRIP
FLASHING
CONCRETE
WATERPROOFING
SYSTEM
MTL BASE
FLASHING
0.25
12
STEEL GUARDRAIL: PRIME AND
PAINT-MATTE BLACK FINISH
C-CHANNEL: FASTEN PER STRUCT.
DWGS. CHANNEL AND FASTENERS-
PRIME AND PAINT-MATTE BLACK FINISH
MTL BASE FLASHING
BUG SCREEN AT BASE.
TYP
BUG SCREEN AT BASE.
TYP
MTL DRIP FLASHING
MTL "J"
CLOSURE
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-510
EXTERIOR
SECTION DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151" = 1'-0"
EAST BALCONY EDGE - HANDRAIL2
1" = 1'-0"
EAST BALCONY EDGE- HANDRAIL3 1 1/2" = 1'-0"
EAST FACADE DETAIL4
1" = 1'-0"
NORTH BALCONY EDGE5
1 1/2" = 1'-0"
WEST FACADE DATUM BAND1
1" = 1'-0"
WEST BALCONIES EDGE - HANDRAIL6
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
N
ELEV PER RCP
4" LIGHTWEIGHT CONCRETE:
MIN. 0.25:12 SLOPE TO DRAIN
DRAINBOARD
FRAMING PER
STRUCTURAL DWGS
T&G WOOD SIDING CEILING
TOP OF SUBFLOOR
(DECK) = -0'-5"5"126'-7"
(4) GALVANIZED LAG
BOLT @ EACH POST
STEEL PLATE O/
NEOPRENE GASKET
MTL. CAP FLASHING: BRZ
VERT. T&G WOOD
SIDING O/ WRB
ADHESIVE FLASHING:
WRAP OVER WRB
A-511
1
MTL CAP FLASHING
CONCRETE
WATERPROOFING
SYSTEM
MTL CORNER
FLASHING
STEEL GUARDRAIL: PRIME AND
PAINT-MATTE BLACK FINISH
VERT. T&G WOOD SIDING O/ WRB3'-6"T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
A
ELEV PER RCP3'-6"(4) GALVANIZED LAG
BOLT @ EACH POST
STEEL PLATE O/
NEOPRENE GASKET
MTL. CAP FLASHING: BRZ
MTL DRIP FLASHING: BRZ
VERT. T&G WOOD
SIDING O/ WRB
ADHESIVE FLASHING:
WRAP OVER WRB
1'-6"2'-0"2"WRB O/ MTL DRIP
FLASHING
CONCRETE
WATERPROOFING
SYSTEM
4" LIGHTWEIGHT CONCRETE:
MIN. 0.25:12 SLOPE TO DRAIN
DRAINBOARD
FRAMING PER
STRUCTURAL DWGS
T&G WOOD SIDING CEILING
TOP OF SUBFLOOR
(DECK) = -0'-5"
0.25
12
5"126'-7"
MTL CORNER
FLASHING
STEEL GUARDRAIL: PRIME AND
PAINT- MATTE BLACK FINISH
MAX.4"3"4"1/2"2'-9 1/2"4"MIN.3'-6"3 1/8"3"3"3"3"3"3"3"3"3"3"1"1"3 1/8"3"3"3"3"3"3"3"3"3"3"4"MAX
4'-0"
3"
3"
4" 4"4"1/2"3/8" FLAT BAR FRAME TOP
RAIL: PRIME AND PAINT-
MATTE BLACK FINISH
1/4" FLAT BAR STEEL FRAME-
WELDED TO FRAME: PRIME AND
PAINT-MATTE BLACK FINISH
3/8" FLAT BAR FRAME: PRIME
AND PAINT-MATTE BLACK
FINISH
3"X4" WOOD RAIL,
STAIN AND SEAL
1/2" STEEL SPACER
EVERY 4', PRE
DRILLED.
3/8" SS LAG BOLT ATTACH
THRU TOP RAIL AND
SPACER
FLOOR LINEMIN.3'-6"MOUNTING PLATE
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
14
10 1/2"1'-3"MTL DRIP FLASHING
MTL DRIP
FLASHING & STOP
BACKER-ROD /
SEALANT
BRICK: 3/8" "K" STYLE
MORTAR JOINTS
AIR GAP
WRB O/ PLYWOOD
SHEATHING O/ LIGHT-GAUGE
STEEL STUD FRAMING
MASONRY ANCHOR: APPLY
PER CODE REQUIREMENTS
MTL SOFFIT PANEL
1.5" MTL HAT CHANNEL
TUBE STEEL PER STRUCTURAL
DWGS. PRIME AND PAINT-
MATTE BLACK FINISH
1.5" SHEET METAL ROOFING O/
SELF-ADHERING UNDERLAYMENT O/
5/8" EXT GRADE PLYWOOD O/
LIGHT GUAGE STEEL FRAMING
MTL GUTTER /
CAP FLASHING
EQEQ0.25
12
(4) GALVANIZED LAG
BOLT @ EACH POST
STEEL PLATE O/
NEOPRENE GASKET
MTL. CAP FLASHING: BRZ
MTL DRIP FLASHING: BRZ
VERT. T&G WOOD
SIDING O/ WRB
ADHESIVE FLASHING:
WRAP OVER WRB
WRB O/ MTL DRIP
FLASHING
CONCRETE
WATERPROOFING
SYSTEM
MTL BASE
FLASHING
0.25
12
MIN: R-49 BATT INSULATION
REQD IF DECK IS OVER
HABITABLE SPACE. 1'-6"3'-6"STEEL GUARDRAIL: PRIME AND
PAINT-MATTE BLACK FINISH
C-CHANNEL: FASTEN PER STRUCT. DWGS.
CHANNEL AND FASTENERS- PRIME AND
PAINT-MATTE BLACK FINISH
MTL BASE FLASHING
BUG SCREEN AT BASE.
TYP
BUG SCREEN AT BASE.
TYP
MTL DRIP FLASHING
MTL "J"
CLOSURE
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-511
EXTERIOR
SECTION DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151" = 1'-0"
WEST UPPER BALCONY 2 EDGE - HANDRAIL3 1" = 1'-0"
WEST UPPER BALCONIES EDGE - HR51" = 1'-0"
EXTERIOR BALCONY GUARDRAIL DETAIL11" = 1'-0"
TYPICAL EXTERIOR GUARDRAIL ELEVATION6
1" = 1'-0"
SOUTH BALCONY EDGE- HANDRAIL2
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
ROOF
140'-0"
ROOF DECK
141'-3"
11'-0" AFF
0.25
12
FULLY ADHERED TPO MEMBRANE
O/ ICE & WATER SHIELD O/
ROOFING UNDERLAYMENT
TPO COATED MTL
DRIP FLASHING
WELD TPO TO DRIP
FLASHING
12 GA. MILD STEEL PLATE.
FASTEN W/ STAINLESS STEEL
PAN-HEAD FASTENERS.
PRIME AND PAINT MATTE
BLACK FINISH.
WRB
CONT. MTL
SOFFIT VENT
4'-6"
A-519
2
LVL PER STRUCTURAL
DWGS
2X SOFFIT FRAMING
T&G WOOD SIDING CEILING
VERT. T&G WOOD SIDING O/ WRB
X.1
ROOF
140'-0"
ROOF DECK
141'-3"
11'-0" AFF
2'-4"
0.25 12
FULLY ADHERED TPO MEMBRANE
O/ ICE & WATER SHIELD O/
ROOFING UNDERLAYMENT
A-519
2
TPO COATED MTL
DRIP FLASHING
WELD TPO TO DRIP
FLASHING
12 GA. MILD STEEL PLATE.
FASTEN W/ STAINLESS STEEL
PAN-HEAD FASTENERS.
PRIME AND PAINT MATTE
BLACK FINISH. .
INSECT SCREEN
WRB
CANTELEVERED LVL PER
STRUCTURAL DWGS
2X SOFFIT FRAMING
CONT. MTL
SOFFIT VENT
T&G WOOD SIDING CEILING
VERT. T&G WOOD SIDING O/ WRB
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-512
EXTERIOR
SECTION DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151" = 1'-0"
SOLAR SHADE AT NORTH BALCONIES1 1" = 1'-0"
SOLAR SHADE- SOUTH BALCONIES2
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
MTL. FLASHING TO WRAP
UNDER NEXT PLANK ABOVE
1 1/2"KEBONY SHIPLAP
CLADDING
FURRING STRIPS
WALL CONSTRUCTION
PER ASSEMBLIES
WEATHER BARRIER
PARKING LOT ASPHALT,
SEE SPEC
CONC STEM WALL, SEE
STRUCT. BOARD-FORMED
FINISH, SEE SPEC
SLAB ON GRADE,
SEE STRUCT
INTERIOR OF WALL PER
ASSEMBLY
2" RIGID INSULATION
MTL J TRIM FLASHING
WHERE CORRUG. MEETS S.O.G.
CONC FOOTING
PER STRUCT.
INTERIOR EXTERIOR
EXTERIOR CONC,
SEE CIVIL
SLAB ON GRADE,
SEE STRUCT
INTERIOR OF WALL VARIES,
SEE ASSEMBLIES
2" RIGID INSULATION
CONC FOOTING
PER STRUCT.
INTERIOR EXTERIOR8" MIN6"CONC FOUNDATION WALL
PER STRUCT.
1/2" RIGID INSULATION
CORRUGATED METAL WALL
PANEL, SEE ELEVATIONS
FOUNDATION TOP
FLASHING
WEATHER BARRIER
SHEATHING PER STRUCT.
DRIP FLASHING
4" RUBBER BASE
FINISHED GRADE,
SEE CIVIL
SLAB ON GRADE,
SEE STRUCT
INTERIOR OF WALL
PER ASSEMBLIES
2" RIGID INSULATION
4" RUBBER BASE
CONC FOOTING
PER STRUCT.
INTERIOR EXTERIOR
CONC FOUNDATION WALL
PER STRUCT.
1/2" RIGID INSULATION
WEATHER BARRIER, LAP OVER FLASHING
ANCHORED BRICK VENEER,
SEE MANUFACTURER
AIR CAVITY W/ VENEER ANCHORS
SECONDARY WEATHER BARRIER
CORRUGATED WEEP
FULLY MORTAR
UNDER FLASHING
SHEATHING PER STRUCT.
FLASHING, TURNED UP 8" MIN
BRICK BEARING LEDGE
PER STRUCT
DAMPROOFING
DRAINABLE FILL
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-513
EXTERIOR
SECTION DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153" = 1'-0"
TYP T&G KEBONY REVEAL11 1/2" = 1'-0"
BOARD-FORMED CONC STEM WALL21 1/2" = 1'-0"
CONC STEM WALL AT CORRUGATED WALL31 1/2" = 1'-0"
CONC STEM WALL AT ANCHORED MASONRY WALL4
1 DESCRIPTION DATE
CONT. MTL PARAPET CAP: SNAP0ON
COPING SYSTEM, FM APPROVED AND
ES-1 TESTED FOR WIND DESIGN
LOADS, TYPICAL. TAPER 1/2" PER
FOOT TO ROOF SIDE.
SIDING PER
ELEVATIONS MEMBRANE ROOFING /
UNDERLAYMENT: OVERLAP & SEAL
PER MANUF. INSTR.
ATTIC INSULATION:
R-49 MIN.
GWB O/ POLYETHYLENE
VAPOR BARRIER
EXTERIOR WALL
INSULATION:
R-21 MIN.
SLOPE PER ROOF PLAN
WRB: WRAP
OVER TOP OF
PARAPET
COUNTER FLASHING:
FASTEN & SEAL PER
SCUPPER MANUF. INSTR. VARIES6"4"PARAPET WALL
FRAMING @ 16"
O.C.
CONT. MTL PARAPET CAP:
SNAP0ON COPING SYSTEM,
FM APPROVED AND ES-1
TESTED FOR WIND DESIGN
LOADS, TYPICAL. TAPER 1/2"
PER FOOT TO ROOF SIDE.
SIDING PER ELEVATIONS
COUNTER FLASHING:
FASTEN & SEAL PER
SCUPPER MANUF. INST.
SCUPPER FACEPLATE O/
BUTYL SEALANT
SCUPPER
COLLECTOR BOX
SCUPPER FLANGES & AND DRIP
EDGE: SEAL ALL (4) SIDES W/
BACKER ROD & SEALANT.
DOWNSPOUT
MEMBRANE ROOFING /
UNDERLAYMENT: OVERLAP
& SEAL PER MANUF. INST.
ATTIC INSULATION:
R-49 MIN.
GWB O/ POLYETHELENE
VAPOR BARRIER
EXTERIOR WALL
INSULATION:
R-21 MIN.
SLOPE PER ROOF PLAN
WRB
6"4"ROOF
140'-0"
8 9
RF1
RF6
A-519
4
WRAP REQUIRED GYP LAYERS (RF-1) TO INSIDE OF LIGHTWELL
SKYLIGHT ASSEMBLY:
INSTALL PER MANUF INST.
FASTEN W/
GASKETED
ROOFING NAIL
EXTEND TPO CURB
MEMBRANE OVER TOP
OF SKYLIGHT CURB
ROOFING
SUBSTRATE
FASTEN BASE ROOFING
MEMBRANE @ 12" O.C.
WELD CURB
MEMBRANE OVER
BASE MEMBRANE.
EXTEND FLEXIBLE FLASHING
TO TOP OF CURB.
CURB MEMBRANE-
FULLY ADHERED
2x10 CURB
INTERIOR
GYP / PAINT
FINISH:
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.4 5
115'-2"1'-8 1/4"6"UNIT 2 -2 BR
NEW WEST
STAIR
PROVIDE STAIR
AT DOORWAY
EXISTING
STRUCTURE
NEW SLIDING DOOR
PER DOOR SCHEDULE
2-L
ALIGN
SEISMIC JOINT COVER
MTL FLASHING
TPO ROOFING
RAISED DECK PEDESTAL
7"7"5" SEISMIC
SEPARATION JOINT
PER STRUCTURAL
DRAWINGS:
INUSLATE VOID
POLYISO ROOF
INSULATION MUST HAVE
MIN. COMPRESSIVE
STRENGTH OF 40 PSI
(ONLY AT RAISED DECK
LOCATIONS)
INSULATE TO R-49
RAISED DECK WOOD
PAVERS
TPO COMPATIBLE
ROOF DRAIN PER
ROOF PLAN &
PLUMBING PLAN.
ROOFING MEMBRANE:
EXTEND UP WALL MIN.
12"
WOOD SIDING O/ 1x
NAILERS O/ WRB
115'-2"
ALIGN MTL FLASHING
W/ SIDING JOINT
MTL FLASHING
MAX HEIGHT
145'-0"
ROOF
140'-0"
Q
ROOF DECK
141'-3"3'-6"3'-6"WOOD CAP
WOOD FRAMING / STEEL
POST / CONNECTIONS PER
STRUCTURAL DETAILS. '
WOOD SIDING O/ WRB
POLYISO ROOF INSULATION
MUST HAVE MIN.
COMPRESSIVE STRENGTH
OF 40 PSI (ONLY AT RAISED
DECK LOCATIONS
RAISED DECK
WOOD PAVERS
RAISED DECK
PEDESTALS
FULLY ADHERED
ROOFING MEMBRANE
65 SF
ELEVATOR
LOBBY
401
ALIGN
MTL BASE FLASHING
MTL DRIP FLASHING
RUN MEMBRANE ROOFING
UP WALL TO TOP OF MTL
FLASHINGS. LAP WRB OVER
MEL FLASHINGS.
TYP.
5x4 SKIRT
TYP
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-519
ROOF DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151 1/2" = 1'-0"
TYPICAL PARAPET DETAIL21 1/2" = 1'-0"
TYPICAL PARAPET / SCUPPER3
1/2" = 1'-0"
SKYLIGHT SECTION- XJ51
3" = 1'-0"
SKYLIGHT CURB4
1" = 1'-0"
UNIT 2 EXTERIOR PATIO5
1" = 1'-0"
ROOF DECK6
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
SCHLUTER KERDI APPLIED
SHOWER WATERPROOFING
MEMBRANE, SEE SPEC
SUBFLOOR,VARIES
SLOPED BUILT UP GROUT
UNDER MEMBRANE BACKER BOARD
FINISH PER INTERIORS
FLOOR FINISH PER
INTERIORS
2X WD STUDS
MORTAR BED
6"4"T.O. TILE20" T.O. TILE TOSLOPED BUILT UP GROUT
UNDER MEMBRANE
FINISH PER INTERIORS
MORTAR BED
SUBFLOOR,VARIES
BACKER BOARD
SLOPING 2X WD FRAMING,
1/4" : 12" SLOPE MAX
MORTAR BED
FINISH PER INTERIORS
SCHLUTER KERDI APPLIED
SHOWER WATERPROOFING
MEMBRANE, SEE SPEC
5/8" PLYWOOD
SCHLUTER KERDI APPLIED
SHOWER WATERPROOFING
MEMBRANE, SEE SPEC
WALL CONSTRUCTION
PER PLANS, ASSEMBLY
DETAILS2" MINCHASE CEILING REQ'D, SEE MANUF.
RECOMMENDATIONS
2X4 WD STUD FRAMING
1/2" x 1/2" WIRE MESH MAY
BE REQ'D, SEE MANUF.
RECOMMENDATIONS
5/8" GYP. BD.
ENTERTAINMENT UNIT,
FINISH PER INTERIORS
2X4 WD STUD FRAMING
1/2" PLYWOOD SHEATHING
FIREPLACE EXHAUST DUCT,
SEE MECH DRAWINGS. PAINT WHERE
EXPOSED DUE TO PASSIVE HEAT SYSTEM
A-530
3
A-530
6
ENTERTAINMENT UNIT,
FINISH PER INTERIORS
2X4 WD STUD FRAMING
1/2" PLYWOOD SHEATHING
CHASE CEILING REQ'D, SEE MANUF.
RECOMMENDATIONS
2X4 WD STUD FRAMING
5/8" GYP. BD.
FIREPLACE EXHAUST DUCT,
SEE MECH DRAWINGS. PAINT WHERE
EXPOSED DUE TO PASSIVE HEAT SYSTEM
1/2" x 1/2" WIRE MESH MAY
BE REQ'D, SEE MANUF.
RECOMMENDATIONS2" MINFLOOR ASSEMBLY PER
ASSEMBLY DETAILS
WALL ASSEMBLY PER
ASSEMBLY DETAILS
STEEL WALK OFF GRILLE,
SEE SPECS. TOP OF GRILLE
TO BE FLUSH WITH TOP OF
FINISH FLOOR
EMBEDDED GRILLE FRAME
FINISHED FLOOR,
SEE FINISH SCHEDULE
CONC SLAB,
SEE STRUCT
1 1/4" DEPTHDate
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-530
INTERIOR
SECTION DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153" = 1'-0"
SHOWER CURB SECTION DETAIL1
3" = 1'-0"
SHOWER BENCH SECTION DETAIL2
3" = 1'-0"
FIREPLACE PASSIVE HEAT FRONT DISCHARGE @ PANEL ENT. CTR3
3/4" = 1'-0"
TYP FIREPLACE SECTION - PANEL ENT. CTR43/4" = 1'-0"
TYP FIREPLACE SECTION - SLAT ENT. CTR5
3" = 1'-0"
FIREPLACE PASSIVE HEAT FRONT DISCHARGE @ SLAT ENT. CTR6
3" = 1'-0"
WALK OFF GRILLE AT LOBBY7
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
SIDING PER ELEVATIONS.
INSTALL PER MANUF.
RECOMMENDATIONS.
WRB
SELF-ADHESIVE FLASHING TAPE:
WRAP ROUGH OPENING AT SILL
& EXTEND UP JAMB MIN. 10"
WINDOW PER SCHEDULE
VAPOR BARRIER
GWB-SEE ASSEMBLY
REQUIREMENTS FOR TYPE
AND THICKNESS.
CORNER BEAD
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/
NON-EXPANDING FOAM
INSUL. TYP.
JOINT SEALANT /
BACKER ROD
INTERIOR SEALANT
CONTINUOUS SEALANT BEAD
AROUND ENTIRE PERIMETER
OF WINDOW FRAME
SIDING PER ELEVATIONS.
INSTALL PER MANUF.
RECOMMENDATIONS.
WRB: WRAP AROUND
FRAMED OPENING
SELF-ADHESIVE FLASHING
TAPE: WRAP OVER WRB
AND NAIL FLANGE
WINDOW PER SCHEDULE
VAPOR BARRIER
GWB-SEE ASSEMBLY REQUIREMENTS
FOR TYPE AND THICKNESS.
CORNER BEAD
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/ NON-
EXPANDING FOAM INSUL. TYP.
JOINT SEALANT /
BACKER ROD
INTERIOR SEALANT
CONTINUOUS SEALANT BEAD AROUND
ENTIRE PERIMETER OF DOOR FRAME
SIDING PER ELEVATIONS.
INSTALL PER MANUF.
RECOMMENDATIONS.
WRB: WRAP OVER MTL
FLASHING AT HEAD
SELF-ADHESIVE FLASHING TAPE
OVER WRB AND MTL FLASHING
MTL DRIP CAP FLASHING
WINDOW PER SCHEDULE
VAPOR BARRIER
GWB-SEE ASSEMBLY REQUIREMENTS
FOR TYPE AND THICKNESS.
CORNER BEAD
RIGID XPS INSULATION TO FILL ANY VOIDS
AT HEADER. ALTERNATELY SPRAY
POLYURETHANE FOAM INSULATION.
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/ NON-
EXPANDING FOAM INSUL. TYP.
JOINT SEALANT / BACKER ROD
INTERIOR SEALANT
HEADER PER STRUCTURAL DWGS.
CONTINUOUS SEALANT BEAD AROUND
ENTIRE PERIMETER OF WINDOW FRAME
INTERIOR SEALANT
DRIP FLASHING W/ BACKDAM
(OPTION: PREFAB SUBSILL FLASHING)
STOREFRONT WINDOW
ASSEMBLY: INSTALL PER MANUF.
INSTR.
SEALANT & BACKER ROD AROUND
PERIMETER OF WINDOW ASSEMBLY
GWB
CORNER BEAD
TYP3"FINISHED FLOOR
+100'-0"
BASE PER INT. SCH.
SLOPE 2%
WRB: WRAP AROUND ROUGH
OPENING
K-STYLE 3/8" MORTAR JOINTS
INTERIOR SEALANT
STOREFRONT WINDOW
ASSEMBLY: INSTALL PER MANUF.
INSTR.
SEALANT & BACKER ROD AROUND
PERIMETER OF WINDOW ASSEMBLY
CORNER BEAD
MASONRY WALL TIE
TYP1 1/2" CLRGWB PER WALL ASSEMBLY TYPE
BATT INSULATION: R-21 MIN
VAPOR BARRIER
WRB: LAP OVER THROUGH-
WALL FLASHING
THROUGH-WALL FLASHING
MEMBRANE
TERMINATION BAR W/ SEALANT
K-STYLE MORTAR JOINTS
CAVITY DRAINAGE MEDIUM
TYP
1.5" CLR
PROVIDE WEEP VENTS @ E.O. BRICK
DRIP FLASHING
SEALANT
LOOSE STEEL LINTEL PER
STRUCTURAL DRAWINGS.
PRIME & PAINT-MATTE BLACK
FINISH.
STOREFRONT WINDOW ASSEMBLY:
INSTALL PER MANUF. INSTR.
SEALANT & BACKER ROD AROUND
PERIMETER OF WINDOW ASSEMBLY
MASONRY ANCHOR: APPLY PER CODE
REQUIREMENTS
GWB PER WALL
ASSEMBLY TYPE
BATT INSULATION: R-21 MIN
CORNER BEAD
INTERIOR SEALANT
VAPOR BARRIER
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-540
WINDOW DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153" = 1'-0"
TYPICAL WINDOW SILL1
3" = 1'-0"
TYPICAL WINDOW JAMB2
3" = 1'-0"
TYPICAL WINDOW HEAD3
3" = 1'-0"
TYPICAL STOREFRONT SILL4
3" = 1'-0"
TYPICAL STOREFRONT JAMB5
3" = 1'-0"
TYPICAL STOREFRONT HEAD6
1 DESCRIPTION DATE
VINYL SILL PAN WITH BACKDAM
MTL Z FLASHING
FINISH PER PLAN.
SLOPE AWAY AT MIN 2%.
GYPCRETE TOPPING & FLOOR
FINISH PER PLAN (2ND FLOOR
CONCRETE-SIMILAR)
SWINGING DOOR : FASTEN /
WATERPROOF PER MANUF.
RECOMMENDATIONS
SEALANT
ALIGN
3/4" DROP (MAX)
SIDING PER ELEVATIONS. INSTALL
PER MANUF. RECOMMENDATIONS.
WRB: WRAP AROUND FRAMED
OPENING
SELF-ADHESIVE FLASHING TAPE:
WRAP OVER WRB AND NAIL FLANGE
SWINGING DOOR JAMB PER
SCHEDULE
VAPOR BARRIER
GWB-SEE ASSEMBLY
REQUIREMENTS FOR
TYPE AND THICKNESS.
CORNER BEAD
BATT INSULATION: R-21 FILL PERIMETER VOIDS W/ NON-
EXPANDING FOAM INSUL. TYP.
JOINT SEALANT /
BACKER ROD
INTERIOR
SEALANT
(2) CONTINUOUS SEALANT BEADS AROUND
ENTIRE PERIMETER OF DOOR FRAME
SIDING PER ELEVATIONS. INSTALL
PER MANUF. RECOMMENDATIONS.
WRB: LAP OVER MTL FLASHING
AT HEAD
SELF-ADHESIVE FLASHING TAPE
OVER WRB AND MTL FLASHING
MTL DRIP FLASHING
SWINGING DOOR PER SCHEDULE
VAPOR BARRIER
1X WOOD TRIM STAINED BLACK
RIGID XPS INSULATION TO FILL ANY VOIDS
AT HEADER. ALTERNATELY SPRAY
POLYURETHANE FOAM INSULATION.
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/ NON-
EXPANDING FOAM INSUL. TYP.
JOINT SEALANT / BACKER ROD
INTERIOR SEALANT
HEADER PER STRUCTURAL DWGS.
(2) CONTINUOUS SEALANT BEADS AROUND
ENTIRE PERIMETER OF DOOR FRAME
8'-6"
AFF
8'-6"
AFF
1/2"
MTL CLEAT
MTL TRIM, BLACK TO
MATCH DOOR FRAME
VINYL SILL PAN WITH BACKDAM
MTL Z FLASHING
FINISH PER PLAN.
SLOPE AWAY AT MIN 2%.
SLIDING DOOR : FASTEN / WATERPROOF
PER MANUF. RECOMMENDATIONS
GYPCRETE TOPPING & FLOOR
FINISH PER PLAN (2ND FLOOR
CONCRETE-SIMILAR)
SEALANT
3/4" DROP (MAX)
SIDING PER ELEVATIONS. INSTALL PER
MANUF. RECOMMENDATIONS.
WRB: WRAP AROUND FRAMED
OPENING
SELF-ADHESIVE FLASHING TAPE: WRAP
OVER NAIL FLANGE
SLIDING DOOR JAMB PER
SCHEDULE
VAPOR BARRIER
GWB- SEE ASSEMBLY REQUIREMENTS
FOR TYPE AND THICKNESS.
CORNER BEAD
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/ NON-
EXPANDING FOAM INSUL. TYP.
JOINT SEALANT / BACKER ROD
INTERIOR SEALANT
(2) CONTINUOUS SEALANT BEADS
AROUND ENTIRE PERIMETER OF DOOR
FRAME
SIDING PER ELEVATIONS.
INSTALL PER MANUF.
RECOMMENDATIONS.
WRB: LAP OVER MTL
FLASHING AT HEAD
SELF-ADHESIVE
FLASHING TAPE OVER
WRB AND MTL FLASHING
MTL DRIP FLASHING
SLIDING DOOR PER
SCHEDULE
VAPOR BARRIER
GWB- SEE ASSEMBLY
REQUIREMENTS FOR TYPE
AND THICKNESS.
1X WD TRIM STAINED BLACK
TO MATCH DOOR FRAME
RIGID XPS INSULATION TO FILL ANY
VOIDS AT HEADER. ALTERNATELY
SPRAY POLYURETHANE FOAM
INSULATION.
BATT INSULATION: R-21
FILL PERIMETER VOIDS W/
NON-EXPANDING FOAM
INSUL. TYP.JOINT SEALANT /
BACKER ROD
INTERIOR SEALANT
HEADER PER
STRUCTURAL DWGS.
(2) CONTINUOUS SEALANT BEADS
AROUND ENTIRE PERIMETER OF
DOOR FRAME
8'-6"
AFF
1X WD TRIM STAINED BLACK
TO MATCH DOOR FRAME
8'-6"
AFF
METAL CLEAT
METAL TRIM, BLACK TO
MATCH DOOR FRAME 1/2"2 1/2"INTERIOREXTERIOR
EXTERIOR GRADE HOLLOW
METAL DOOR FRAME & DOOR
SLAB PER DOOR SCHEDULE
APPLY EXTERIOR SEALANTS
& GASKETS AS REQUIRED
PER MANUF. INSTR.
DOOR SWEEP PER
SPECIFICATIONS.
ACCESSIBLE THRESHOLD
PER SPECIFICATIONS.
FASTEN PER MANUF. INSTR.
FLOOR FINISH PER FINISH
SCHEDULE
WRB: WRAP AROUND
ROUGH OPENING
GWB PER
WALL
ASSEMBLY
TYPEBATT
INSULATION:
R-21 MIN
VAPOR BARRIER
EXTERIOR GRADE HOLLOW
METAL DOOR FRAME & DOOR
SLAB PER DOOR SCHEDULE
SIDING PER ELEVATION DRAWINGS
(CORRUGATED METAL SHOWN).
SHEATHING
INTERIOR SEALANT
SELF-ADHESIVE FLASHING TAPE OVER
WRB . ADHERE TO MTL DOOR JAMB
MTL "J" CHANNEL FLASHING
GASKETED SEALING SCREW PER
MANUF. FASTENING SCHEDULE. TYP
INTERIOR
EXTERIOR
VARIES
WALL ASSEMBLY
SIDING PER ELEVATION DRAWINGS
(CORRUGATED METAL SHOWN).
WRB: LAP OVER MTL
FLASHING AT HEAD
SHEATHING
SELF-ADHESIVE FLASHING TAPE
OVER WRB & MTL FLASHING
CLOSED-CELL FOAM CLOSURE
BEHIND PANEL.
DOUBLE BASE DRIP FLASHING
EXTERIOR GRADE HOLLOW METAL
DOOR FRAME & DOOR SLAB PER
DOOR SCHEDULE
NOTE: FOR FIRE-RATED
ASSEMBLIES, GWB MUST
EXTEND MIN 1/2" INTO FRAME
TO MAINTAIN RATING.
INTERIOR SEALANT
GWB PER WALL
ASSEMBLY TYPE
GASKETED SEALING SCREW PER
MANUF. FASTENING SCHEDULE. TYP
INTERIOREXTERIOR
VAPOR BARRIER
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-541
DOOR DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597153" = 1'-0"
TYPICAL EXTERIOR SWINGING DOOR THRESHOLD1
3" = 1'-0"
TYPICAL EXTERIOR SWINGING DOOR JAMB2
3" = 1'-0"
TYPICAL EXTERIOR SWINGING DOOR HEAD3
3" = 1'-0"
TYPICAL EXTERIOR SLIDING DOOR THRESHOLD4
3" = 1'-0"
TYPICAL EXTERIOR SLIDING DOOR JAMB5
3" = 1'-0"
TYPICAL EXTERIOR SLIDING DOOR HEAD6
3" = 1'-0"
TYPICAL EXTERIOR HM DOOR THRESHOLD7
3" = 1'-0"
TYPICAL EXTERIOR HM DOOR JAMB8
3" = 1'-0"
TYPICAL EXTERIOR HM DOOR HEAD DETAIL9
1 DESCRIPTION DATE
48"6"7'-6"3
A-550
4x4x.5 HSS STRUCT. STEEL POST,
PAINT TO MATCH CORRUG. AT
ADJ. NEW BLDG WALL
CORRUG. MTL PANEL,
PAINT TO MATCH
A-550
4
WELDED KNUCKLE
HINGES TYP, PAINT
TO MATCH
WELDED STEEL HASP
GATE LOCK
5'-0"X.4
5
6
7
A-550
2
3
A-550
120
4'-11" V.I.F.
ALIGN BACK OF
POST W/ FIRE
RISER WALL
A-550
5
A-550
6
5/8"WELDED STEEL POST CAP,
PAINTED TO MATCH
EXISTING BUILDING
WALL @ WILD CRUMB
VESTIBULE
1/2" V.I.F.
4x4x.5 HSS STRUCT.
STEEL POST, PAINT TO
MATCH CORRUG. AT
ADJ. NEW BLDG WALL
3" STEEL ANGLE
FABRICATED FRAME,
PAINT TO MATCH
1/4" CORRUG. MTL PANEL,
PAINT TO MATCH
WELDED STEEL POST CAP,
PAINTED TO MATCH
3" STEEL ANGLE
FABRICATED FRAME,
PAINT TO MATCH
1/4" CORRUG. MTL PANEL,
PAINT TO MATCH
4x4x.5 HSS STRUCT.
STEEL POST, PAINT TO
MATCH CORRUG. AT
ADJ. NEW BLDG WALL 5/8"4x4x.5 HSS STRUCT.
STEEL POST, PAINT TO
MATCH CORRUG. AT
ADJ. NEW BLDG WALL
CAST-IN-PLACE CONC FOOTING18" MIN.6" CAST-IN-PLACE CONC S.O.G.
1'-0" MIN4" MIN2x2x.25 HSS STRUCT. STEEL POST,
PAINT TO MATCH
WIRE SQUARE MESH,
PAINT TO MATCH
WELDED KNUCKLE
HINGES TYP, PAINT
TO MATCH
WELDED STEEL HASP
GATE LOCK
A-550
11
9
A-550
TYP
WIRE SQUARE MESH,
PAINT TO MATCH
2" STEEL ANGLE FABRICATED
FRAME, PAINT TO MATCH
WELDED STEEL POST CAP,
PAINTED TO MATCH
WALL ASSEMBLY VARIES,
SEE PLANS
2x2x.25 HSS STRUCT.
STEEL POST, PAINT TO
MATCH5/16"1/2" MAX
A-550
13
A-550
12
STEEL STUD HEADER
ABOVE LOCKER OPENING
WIRE SQUARE MESH,
PAINT TO MATCH
2" STEEL ANGLE FABRICATED
FRAME, PAINT TO MATCH5/16"ALIGN FACE OF GATE WITH
FACE OF GYP. BD.
WELDED STEEL POST CAP,
PAINTED TO MATCH
2x2x.25 HSS STRUCT. STEEL
POST, PAINT TO MATCH
CONC S.O.G., SEE STRUCT.
WELDED STEEL BASEPLATE
ANCHOR BOLT
ALIGN FACE OF GATE, MESH PANEL
WITH FACE OF GYP. BD.
ATTACH STEEL ANGLE
TO MTL STUD
WELD STEEL ANGLE
TO TUBE STEEL
2" STEEL ANGLE
FABRICATED FRAME,
PAINTED
WIRE SQUARE MESH,
PAINTED
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-550
GATE DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/2" = 1'-0"
GATE AT LIGHT WELL - ELEVATION2
1/2" = 1'-0"
PLAN @ LIGHT WELL GATE1
1/2" = 1'-0"
LIGHT WELL GATE SECTION3
3" = 1'-0"
GATE AT LIGHT WELL - CAP DETAIL4
3" = 1'-0"
GATE AT LIGHT WELL - PANEL SECTION5
1 1/2" = 1'-0"
GATE AT LIGHT WELL - FOOTING6 3/4" = 1'-0"
TYPICAL TENANT STORAGE MESH GATE10 3" = 1'-0"
TYPICAL TENANT STORAGE MESH GATE - CAP DETAIL11
3/4" = 1'-0"
SECTION AT TYP TENANT STORAGE GATE9 3" = 1'-0"
GATE AT TENANT STOR - PANEL SECTION123" = 1'-0"
ANCHOR DETAIL AT TENANT STOR13
3" = 1'-0"
TYP PLAN DETAIL AT TENANT STOR14
1 DESCRIPTION DATE
3 ADDENDUM 03 11/04/2021
TYPE A - EXTERIOR, PELLA
RESERVE CONTEMPORARY SINGLE
HINGED PATIO, GLAZED
TYPE B - HM, INTERIOR &
EXTERIOR, HINGED, GLAZED
(SINGLE VISION LITE)
TYPE C - EXTERIOR, HINGED, GLAZED, 2
ACTIVE PANELS
TYPE E - EXTERIOR, PELLA LIFESTYLE
SERIES CONTEMPORARY, PATIO SLIDER
"OXXO", GLAZED
TYPE G - INTERIOR,
SINGLE-FLUSH HINGED
TYPE D - EXTERIOR, PELLA IMPERVIA,
PATIO SLIDER, GLAZED
TYPE F - EXTERIOR, OVERHEAD,
OPAQUE GLAZING WHERE SHOWN
RE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.
VARIES
RE. SCHED.VARIES8'-0"RE. SCHED.
VARIES
TYPE K - INTERIOR,
BYPASSING SLIDING
TYPE O - EXTERIOR, INSULATED COILING DOOR
RE. SCHED.
VARIES
RE. SCHED.VARIESTYPE L - INTERIOR UNIT ENTRY,
SINGLE-FLUSH HINGED, 20 MIN
RATED, COMPOSITE CORE8'-0"3'-0"
TYPE H - INTERIOR,
POCKET, FLUSH
TYPE I - INTERIOR,
BI-FOLD, 4 PANEL
RE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.VARIESRE. SCHED.
VARIES
TYPE J - INTERIOR,
BARN
RE. SCHED.
VARIES
RE. SCHED.VARIESTYPE M - EXTERIOR, ALUM
STOREFRONT, HINGED,
GLAZED, SEMI-WIDE STILE,
EXTRA-WIDE BOTTOM RAIL
RE. SCHED.
VARIES
RE. SCHED.VARIEST
TYP
3 1/2" STILE
RAIL8" BOTTOM8'-0"5'-0"
T T T
T
T T
TT T T
TYPE R - HM, HINGED,
DOUBLE
TYPE N - INTERIOR,
DOUBLE-FLUSH HINGED
RE. SCHED.
VARIES
TYPE P - ELEVATOR SHAFT
PROTECTION, MAG HOLD OPEN
RE. SCHED.
VARIES
RE. SCHED.VARIESTYPE Q - HM, HINGED ,
SINGLE
RE. SCHED.
VARIES
RE. SCHED.VARIESRE. SCHED.VARIESRE. SCHED.
VARIES
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-601
DOOR SCHEDULE
& ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715DOOR SCHEDULE
TAG TYPE
DOOR SIZE
FRAME PANEL COMMENTSWIDTH HEIGHT
113 TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM 90 MIN FIRE RATED,
LOCKERS
114 TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM
115A TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM
116 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM TENANT STOR
117A TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM TENANT CORRIDOR /
GARAGE
117B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 90 MIN FIRE RATED,
WEST STAIR
118 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM TENANT STOR
120 TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM FIRE RISER DOOR
121 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM TENANT STOR
122 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM DOG WASH
123A TYPE M - EXTERIOR, ALUM STOREFRONT, HINGED,
GLAZED SINGLE PANEL
3'-8" 8'-0" AL AL LOBBY ENTRY DOOR
123B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM GARAGE / LOBBY
123C TYPE P - ELEVATOR SHAFT PROTECTION, MAG
HOLD OPEN
4'-0" 8'-0" N/A WD SHAFT PROTECTION
DOOR
129 TYPE F - EXTERIOR, OVERHEAD, OPAQUE GLAZING 16'-0" 10'-0" MTL SEE
SCHED.
ENCL. PARKING
OVERHEAD DOOR
130A TYPE M - EXTERIOR, ALUM STOREFRONT, HINGED,
GLAZED SINGLE PANEL
3'-8" 8'-0" AL AL SHELL ENTRY DOOR
130B TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM SHELL B RR
130C TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM SHELL B STOR
131A TYPE M - EXTERIOR, ALUM STOREFRONT, HINGED,
GLAZED SINGLE PANEL
3'-8" 8'-4" AL AL SHELL ENTRY DOOR
131B TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM SHELL C RR
132A TYPE O - EXTERIOR INSULATED COILING DOOR 8'-0" 7'-0" HM HM
132B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 45 MIN FIRE RATED,
COMM TRASH
133 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 45 MIN FIRE RATED,
MACHINE ROOM
133A TYPE O - EXTERIOR INSULATED COILING DOOR 8'-0" 7'-0" HM HM
133B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM RESID TRASH
135 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM MAINT
201A TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 45 MIN FIRE RATED,
SOUTH STAIR
201C TYPE P - ELEVATOR SHAFT PROTECTION, MAG
HOLD OPEN
4'-0" 8'-0" N/A WD SHAFT PROTECTION
DOOR, SEE SPEC
204 TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM WEST STAIR, 90 MIN
FIRE RATED
205-A TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM UNIT 2 STOR
205-B TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM UNIT 1 STOR
301A TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 45 MIN FIRE RATED,
SOUTH STAIR
301C TYPE P - ELEVATOR SHAFT PROTECTION, MAG
HOLD OPEN
4'-0" 8'-0" N/A WD SHAFT PROTECTION
DOOR, SEE SPEC
304 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" WD WD WEST STAIR, 90 MIN
FIRE RATED
401A TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 45 MIN FIRE RATED,
SOUTH STAIR
401B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 1 HR RATED DOOR, AT
ROOF DECK
401C TYPE P - ELEVATOR SHAFT PROTECTION, MAG
HOLD OPEN
4'-0" 8'-0" N/A WD SHAFT PROTECTION
DOOR, SEE SPEC
DOOR SCHEDULE
TAG TYPE
DOOR SIZE
FRAME PANEL COMMENTSWIDTH HEIGHT
7-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
7-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
7-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
7-I TYPE I - INTERIOR POCKET, FLUSH 2'-8" 8'-0" WD WD
7-J TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
7-K TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
8-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
8-B TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
8-C TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
8-D TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
8-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
8-F TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
8-G TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
8-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
8-I TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
8-J TYPE A - HINGED, SINGLE PANEL, GLAZED 3'-6" 8'-0" WD WD
8-K TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
8-L TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
8-M TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
8-N TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
8-O TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-6" 8'-0"WD WD
8-P TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
8-Q TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
8-R TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
9-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
9-B TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
9-C TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
9-D TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
9-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
9-F TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
9-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
9-H TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
9-I TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
9-J TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
9-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
9-L TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
9-M TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
9-N TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
9-O TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
9-P TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
10-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
10-B TYPE D - EXTERIOR, PATIO SLIDER 5'-8" 8'-0" WD WD
10-C TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
10-D TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
10-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
10-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
10-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
10-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
10-I TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
10-J TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
10-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
10-L TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
10-M TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
11-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
11-B TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
11-C TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
11-D TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
11-E TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
11-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
11-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
11-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
11-I TYPE I - INTERIOR POCKET, FLUSH 2'-8" 8'-0" WD WD
11-J TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
11-K TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
12-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
12-B TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
12-C TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
12-D TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
12-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
12-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
12-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-6" 8'-0" WD WD
12-H TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
12-I TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
12-J TYPE A - HINGED, SINGLE PANEL, GLAZED 3'-6" 8'-0"HM HM
12-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
12-L TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
12-M TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0" WD WD
12-N TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0" WD WD
12-O TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0" WD WD
12-P TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0" WD WD
12-Q TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0" WD WD
12-R TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
110A TYPE M - EXTERIOR, ALUM STOREFRONT, HINGED,
GLAZED SINGLE PANEL
3'-8" 8'-0" AL AL SHELL ENTRY DOOR
110B TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 90 MIN FIRE RATED,
BACK OF SHELL A
110C TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM
110D TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM
111A TYPE R - HM, HINGED, DOUBLE 6'-0" 7'-0" HM HM 90 MIN FIRE RATED, AT
SERVICE ENTRY
111B TYPE R - HM, HINGED, DOUBLE 6'-0" 7'-0" HM HM 90 MIN FIRE RATED
112 TYPE B - HM, HINGED, SINGLE-VISION LITE 3'-0" 7'-0" HM HM 90 MIN FIRE RATED,
WEST STAIR
DOOR SCHEDULE
TAG TYPE
DOOR SIZE
FRAME PANEL COMMENTSWIDTH HEIGHT
001 TYPE Q - HM, HINGED, SINGLE 3'-0" 7'-0" HM HM NEW DOOR IN
BASEMENT
1-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
1-B TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
1-C TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
1-D TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
1-E TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
1-F TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
1-G TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
1-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
1-I TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
1-J TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
1-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
1-L TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
1-M TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
1-N TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
1-O TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
1-P TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
2-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
2-B TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
2-C TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
2-D TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
2-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
2-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
2-G TYPE K - INTERIOR, BIPASS 5'-0" 8'-0" WD WD
2-H TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
2-I TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
2-J TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
2-K TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
2-L TYPE D - EXTERIOR, PATIO SLIDER 5'-8" 8'-0" WD WD
3-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
3-B TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
3-C TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
3-D TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
3-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
3-F TYPE N - INTERIOR, DOUBLE-FLUSH HINGED 5'-0" 8'-0"WD WD
3-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
3-H TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
3-I TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
3-J TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
3-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
3-L TYPE J - INTERIOR, BARN 3'-0" 8'-0" WD WD
3-M TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
3-N TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
3-O TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
3-P TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
4-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
4-B TYPE D - EXTERIOR, PATIO SLIDER 5'-8" 8'-0" WD WD
4-C TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
4-D TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
4-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
4-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
4-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
4-H TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
4-I TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
4-J TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
4-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
4-L TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
4-M TYPE J - INTERIOR, BARN 4'-0" 8'-0" WD WD
5-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
5-B TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
5-C TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
5-D TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
5-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
5-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
5-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
5-H TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
5-J TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
5-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
5-L TYPE A - HINGED, SINGLE PANEL, GLAZED 3'-6" 8'-0" HM HM
5-M TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
5-N TYPE D - EXTERIOR, PATIO SLIDER 5'-8" 8'-0" WD WD
6-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
6-B TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
6-C TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
6-D TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
6-E TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
6-F TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
6-G TYPE G - INTERIOR, SINGLE-FLUSH HINGED 3'-0" 8'-0"WD WD
6-H TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
6-J TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
6-K TYPE G - INTERIOR, SINGLE-FLUSH HINGED 2'-8" 8'-0"WD WD
6-L TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
6-M TYPE A - HINGED, SINGLE PANEL, GLAZED 3'-6" 8'-0" WD WD
6-N TYPE D - EXTERIOR, PATIO SLIDER 5'-8" 8'-0" WD WD
7-A TYPE L - INTERIOR, COMPOSITE CORE, 20 MIN FIRE
RATED
3'-0" 8'-0" WD WD UNIT ENTRY DOOR, 20
MIN. RATED
7-B TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
7-C TYPE E - EXTERIOR, PATIO SLIDER "OXXO" 12'-0" 8'-0" WD WD
7-D TYPE H - INTERIOR POCKET, FLUSH 3'-0" 8'-0" WD WD
7-E TYPE I - INTERIOR, BI-FOLD 4-PANEL 5'-0" 8'-0" WD WD
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
TYPE B - CASEMENTTYPE A - FIXED
RE. SCHEDULE FOR INTERIOR FIXED WINDOWS
TYPE C - AWNING
RE. SCHED.
RE. SCHED.RE. SCHED.RE. SCHED.RE. SCHED.RE. SCHED.RE. SCHED.VARIESRE. SCHED.VARIESRE. SCHED.VARIESTYPE D - SPANDREL PANEL
RE. SCHED.RE. SCHED.RE. SCHED.VARIESTYPE E - TILT/TURN AT EXISTING BUILDING
(CONTRACTOR TO FIELD VERIFY EXISTING
OPENINGS)
4'-0"RE. SCHED.RE. SCHED.VARIES10"1 1/2" TYP11'-0"16'-5 3/4"
STOREFRONT SHELL A
WEST 28'-5"2'-2 3/4"2'-2 3/4"2'-2 3/4"2'-2 3/4"3'-8"1'-10 1/4"
5" TYP1'-9"1'-5"1'-5"1'-5"1'-5"1'-5"T
T
T
T
T
T
T
T T
T
T
T T
T T
T T
T TT
11'-0"10"1'-9"STOREFRONT SHELL A
SOUTH 1
5" TYP
1 1/2"1'-5"1'-5"1'-5"1'-5"1'-5"8'-5"5'-8"
2'-4 1/4"2'-4 1/4"
T
T
T
T11'-0"10"14'-6"
STOREFRONT SHELL A
WEST 1
5" TYP
1 1/2" TYP
2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2"1'-5"1'-5"1'-5"1'-5"1'-5"8'-5"1'-9"T
T
T
T
T
T
T
T
T
T
T
T10"7'-4"TYP1 1/2"5" TYP
11'-0"8'-5"2'-1"2'-1"2'-1"
STOREFRONT SHELL A
NORTH 1
T
T
T
T
T
T
4'-6"10'-8"10"8'-5"STOREFRONT LOBBY
SOUTH 1
5" TYP
3'-8"
T
T
5" TYP.
STOREFRONT LOBBY
EAST 1 10"10'-8"8'-5"4'-6"
3'-8"1 1/2"1'-5"6'-0 1/2"1'-5"T
T
15'-0"10'-8"5" TYP.
TYP.
1 1/2"10"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"STOREFRONT SHELL B
SOUTH 18'-5"3'-8"2'-5 1/8"2'-5 1/8"2'-5 1/8"2'-5 1/8"
T
T
T
T
T
T
T
TT
T
T
T
TT
15'-0"10"5"
5" TYP
10'-8"STOREFRONT SHELL B
SOUTH 2
2'-8 51/64"2'-8 51/64"2'-8 51/64"2'-8 51/64"2'-8 51/64"
1 1/2" TYP
8'-5"T
T
T
T
T
T
T
T
T
T10"STOREFRONT SHELL B
WEST 1
5'-2"
T
4'-6"10'-8"10"5" TYP
STOREFRONT SHELL B
EAST 1
3'-8"1 1/2"1'-5"6'-0 1/2"1'-5"8'-5"T
T
10"11'-0"11'-0"8'-9"1'-9"1'-5"1'-5"1'-5"1'-5"2'-11 3/4"2'-11 3/4"3'-8"
5" TYP
1 1/2" TYP
STOREFRONT SHELL C
SOUTH 1
T T
T T
T
T
T
T T
T
DOOR AND WINDOW NOTES
1. "T" ON DOOR OR WINDOW TYPES
INDICATES TEMPERED GLAZING.
2. CONTRACTOR TO FIELD VERIFY
OPENING DIMENSIONS & EXISTING
CONDITIONS AT RETROFIT WINDOWS.
3. PROVIDE ADD-ALTERNATE FOR
TINT/FOIL ON ALL SOUTH FACING
WINDOWS.
4. PROVIDE ADD-ALTERNATE FOR
LAMINATED STC GLASS ON ALL
WINDOWS TO ACHIEVE HIGHEST STC
VALUE.
5. USE INSULATED GLAZING AT EXTERIOR
WINDOWS AND DOORS.10'-8"4'-6"10"5" TYP
8'-5"1 1/2"3'-8"1'-5"6'-0 1/2"1'-5"STOREFRONT SHELL C
WEST 1
T
T
11'-0"
STOREFRONT SHELL C
SOUTH 2
2'-5 3/8"2'-5 3/8"2'-5 3/8"2'-5 3/8"10"1 1/2" TYP
11'-0"8'-9"5" TYP
1'-9"1'-5"1'-5"1'-5"1'-5"1'-5"T
T
T
T
T
T
T
T
5" TYP10"1 1/2"10'-8"8'-5"4'-8"
3'-10"1'-5"6'-0 1/2"1'-5"STOREFRONT LOBBY
NORTH 1
T
T
STOREFRONT EXIST.
BLDG LEVEL 2 EAST 13'-0"*MATCH MULLIONS AND FLASHING
TO EXISTING MATERIALS
11'-0"
2 1/2" V.I.F.
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-602
WINDOW
SCHEDULE &
ELEVATIONSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715WINDOW SCHEDULE
TYPE
MARK
HEAD HEIGHT
ABOVE SUB
FLOORING EGRESS
TEMPERED
GLAZING COMMENTSTAG
WINDOW UNIT SIZE
WIDTH HEIGHT
3-22 A 7'-0" 7'-0" 8'-6"
3-23 B 3'-0" 5'-0" 8'-6"
3-24 C 3'-0" 2'-0" 3'-6"
3-25 A 7'-0" 7'-0" 8'-6"
3-26 A 3'-0" 5'-0" 8'-6"
3-27 C 3'-0" 2'-0" 3'-6"
3-28 A 7'-0" 7'-0" 8'-6"
3-29 A 3'-0" 5'-0" 8'-6"
3-30 C 3'-0" 2'-0" 3'-6"
3-31 A 3'-0" 5'-0" 8'-6"
3-32 D 3'-0" 2'-0" 3'-6"
3-33 A 7'-0" 7'-0" 8'-6"
3-34 A 3'-0" 5'-0" 8'-6"
3-35 C 3'-0" 2'-0" 3'-6"
3-36 A 3'-0" 5'-0" 8'-6"
3-37 D 3'-0" 2'-0" 3'-6"
3-38 A 3'-0" 5'-0" 8'-6"
3-39 A 5'-0" 5'-0" 8'-6"
3-40 B 3'-0" 5'-0" 8'-6"
3-41 C 3'-0" 2'-0" 3'-6"
3-42 A 7'-0" 7'-0" 8'-6"
3-43 B 3'-0" 5'-0" 8'-6"
3-44 C 3'-0" 2'-0" 3'-6"
3-45 B 3'-0" 5'-0" 8'-6"
3-46 C 3'-0" 2'-0" 3'-6"
3-47 A 6'-0" 2'-6" 8'-6"
3-48 B 3'-0" 5'-0" 8'-6"
3-49 C 3'-0" 2'-0" 3'-6"
3-50 A 6'-0" 2'-6" 8'-6"
3-51 A 6'-0" 7'-0" 8'-6"
3-52 A 6'-0" 7'-0" 8'-6"
3-53 A 6'-0" 7'-0" 8'-6"
3-54 A 6'-0" 7'-0" 8'-6"
3-55 B 3'-0" 5'-0" 8'-6"
3-56 C 3'-0" 2'-0" 3'-6"
3-57 A 7'-0" 7'-0" 8'-6"
3-58 A 3'-0" 5'-0" 8'-6"
3-59 C 3'-0" 2'-0" 3'-6"
3-60 B 3'-0" 5'-0" 8'-6"
3-61 C 3'-0" 2'-0" 3'-6"
3-62 A 7'-0" 7'-0" 8'-6"
3-63 A 3'-0" 5'-0" 8'-6"
3-64 C 3'-0" 2'-0" 3'-6"
3-65 A 3'-0" 5'-0" 8'-6"
3-66 C 3'-0" 2'-0" 3'-6"
3-67 B 3'-0" 5'-0" 8'-6"
3-68 C 3'-0" 2'-0" 3'-6"
3-69 A 7'-0" 7'-0" 8'-6"
3-70 A 3'-0" 5'-0" 8'-6"
3-71 C 3'-0" 2'-0" 3'-6"
3-72 A 3'-0" 5'-0" 8'-6"
3-73 C 3'-0" 2'-0" 3'-6"
3-74 A 7'-0" 7'-0" 8'-6"
261 B 3'-0" 5'-0" 8'-6"
WINDOW SCHEDULE
TYPE
MARK
HEAD HEIGHT
ABOVE SUB
FLOORING EGRESS
TEMPERED
GLAZING COMMENTSTAG
WINDOW UNIT SIZE
WIDTH HEIGHT
2-00 B 3'-0" 5'-0" 8'-6"
2-01 A 5'-0" 5'-0" 8'-6"
2-02 A 7'-0" 7'-0" 8'-6"
2-03 B 3'-0" 5'-0" 8'-6"
2-04 C 3'-0" 2'-0" 3'-6"
2-05 A 7'-0" 7'-0" 8'-6"
2-06 B 3'-0" 5'-0" 8'-6"
2-07 C 3'-0" 2'-0" 3'-6"
2-08 C 5'-6" 7'-0" 8'-6"
2-09 B 3'-0" 5'-0" 8'-6"
2-10 C 3'-0" 2'-0" 3'-6"
2-11 B 3'-0" 5'-0" 8'-6"
2-12 C 3'-0" 2'-0" 3'-6"
2-13 C 5'-6" 7'-0" 8'-6"
2-14 A 3'-0" 5'-0" 8'-6"
2-15 C 3'-0" 2'-0" 3'-6"
2-16 A 3'-0" 5'-0" 8'-6"
2-17 C 3'-0" 2'-0" 3'-6"
2-18 A 7'-0" 7'-0" 8'-6"
2-19 B 3'-0" 5'-0" 8'-6"
2-20 C 3'-0" 2'-0" 3'-6"
2-21 A 3'-0" 5'-0" 8'-6"
2-22 C 3'-0" 2'-0" 3'-6"
2-23 B 3'-0" 5'-0" 8'-6"
2-24 C 3'-0" 2'-0" 3'-6"
2-25 A 7'-0" 7'-0" 8'-6"
2-26 B 3'-0" 5'-0" 8'-6"
2-27 C 3'-0" 2'-0" 3'-6"
2-28 A 7'-0" 7'-0" 8'-6"
2-29 B 3'-0" 5'-0" 8'-6"
2-30 C 3'-0" 2'-0" 3'-6"
2-31 A 7'-0" 7'-0" 8'-6"
2-32 A 3'-0" 5'-0" 8'-6"
2-33 C 3'-0" 2'-0" 3'-6"
2-34 A 7'-0" 7'-0" 8'-6"
2-35 A 3'-0" 5'-0" 8'-6"
2-36 C 3'-0" 2'-0" 3'-6"
2-37 A 3'-0" 5'-0" 8'-6"
2-38 D 3'-0" 2'-0" 3'-6"
2-39 A 7'-0" 7'-0" 8'-6"
2-40 A 3'-0" 5'-0" 8'-6"
2-41 C 3'-0" 2'-0" 3'-6"
2-42 A 3'-0" 5'-0" 8'-6"
2-43 D 3'-0" 2'-0" 3'-6"
2-44 A 3'-0" 5'-0" 8'-6"
2-45 A 5'-0" 5'-0" 8'-6"
2-46 B 3'-0" 5'-0" 8'-6"
2-47 C 3'-0" 2'-0" 3'-6"
2-48 A 7'-0" 7'-0" 8'-6"
2-49 B 3'-0" 5'-0" 8'-6"
2-50 C 3'-0" 2'-0" 3'-6"
2-51 B 3'-0" 5'-0" 8'-6"
2-52 C 3'-0" 2'-0" 3'-6"
2-53 A 6'-0" 2'-6" 8'-6"
2-54 B 3'-0" 5'-0" 8'-6"
2-55 C 3'-0" 2'-0" 3'-6"
2-56 A 6'-0" 2'-6" 8'-6"
2-57 A 6'-0" 2'-6" 8'-6"
2-58 A 6'-0" 2'-6" 8'-6"
2-59 A 6'-0" 2'-6" 8'-6"
2-60 A 6'-0" 2'-6" 8'-6"
2-62 C 3'-0" 2'-0" 3'-6"
2-63 A 7'-0" 7'-0" 8'-6"
2-64 A 3'-0" 5'-0" 8'-6"
2-65 C 3'-0" 2'-0" 3'-6"
2-66 B 3'-0" 5'-0" 8'-6"
2-67 C 3'-0" 2'-0" 3'-6"
2-68 A 7'-0" 7'-0" 8'-6"
2-69 A 3'-0" 5'-0" 8'-6"
2-70 C 3'-0" 2'-0" 3'-6"
2-71 A 3'-0" 5'-0" 8'-6"
2-72 C 3'-0" 2'-0" 3'-6"
2-73 B 3'-0" 5'-0" 8'-6"
2-74 C 3'-0" 2'-0" 3'-6"
2-75 A 7'-0" 7'-0" 8'-6"
2-76 A 3'-0" 5'-0" 8'-6"
2-77 C 3'-0" 2'-0" 3'-6"
2-78 A 7'-0" 7'-0" 8'-6"
2-80 A 4'-6" 2'-3" 10'-7"INTERIOR WINDOW
2-87 A 4'-6" 2'-3" 10'-7"INTERIOR WINDOW
2-88 A 4'-6" 2'-3" 10'-7"INTERIOR WINDOW
2-89 A 4'-6" 2'-3" 10'-7"INTERIOR WINDOW
2-115 A 3'-0" 8'-0" 8'-0"
2-116 A 3'-0" 8'-0" 8'-0"
2-117 B 4'-0" 5'-0" 8'-6"
2-118 C 4'-0" 2'-0" 3'-6"
2-119 C 3'-0" 2'-0" 3'-6"
2-120 A 3'-0" 5'-0" 8'-6"
2-121 A 3'-0" 2'-0" 3'-6"
2-122 A 3'-0" 5'-0" 8'-6"
2-123 A 3'-0" 2'-0" 3'-6"
2-124 A 3'-0" 5'-0" 8'-6"
2-125 C 3'-0" 2'-0" 3'-6"
2-126 A 3'-0" 5'-0" 8'-6"
2-128 F 4'-0" 4'-0" 7'-10"
2-129 F 4'-0" 4'-0" 7'-0"
3-00 B 3'-0" 5'-0" 8'-6"
3-01 A 5'-0" 5'-0" 8'-6"
3-02 A 7'-0" 7'-0" 8'-6"
3-03 B 3'-0" 5'-0" 8'-6"
3-04 C 3'-0" 2'-0" 3'-6"
3-05 A 7'-0" 7'-0" 8'-6"
3-06 B 3'-0" 5'-0" 8'-6"
3-07 C 3'-0" 2'-0" 3'-6"
3-08 A 3'-0" 5'-0" 8'-6"
3-09 C 3'-0" 2'-0" 3'-6"
3-10 A 3'-0" 5'-0" 8'-6"
3-11 C 3'-0" 2'-0" 3'-6"
3-12 A 7'-0" 7'-0" 8'-6"
3-13 B 3'-0" 5'-0" 8'-6"
3-14 C 3'-0" 2'-0" 3'-6"
3-15 A 3'-0" 5'-0" 8'-6"
3-16 C 3'-0" 2'-0" 3'-6"
3-17 B 3'-0" 5'-0" 8'-6"
3-18 C 3'-0" 2'-0" 3'-6"
3-19 A 7'-0" 7'-0" 8'-6"
3-20 B 3'-0" 5'-0" 8'-6"
3-21 C 3'-0" 2'-0" 3'-6"
1/4" = 1'-0"
WINDOW ELEVATIONS
3/16" = 1'-0"
STOREFRONT ELEVATIONS5
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021
UP
UP
UP
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
KML
TENANT LOBBY
99'-6"
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
A-804
4
ROOF DECK
141'-3"
A-804
7
A-804
7
A-804
7
A-804
3
GUARDRAIL AT THIS
LOCATION, NO
HANDRAIL
A-806
3
NEW EAST
STAIR
400
NEW SOUTH
STAIR
300
NEW SOUTH
STAIR
200
TENANT LOBBY
123
MACHINE ROOM
133
UNIT 7 -2 BR
2-7
UNIT 11 -2 BR
3-11
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
X.3X.2
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
101312
MAX STAIR/ELEV
CORE HEIGHT
157'-0"
11 X.2.9
TENANT LOBBY
99'-6"
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
NATURAL WOOD FINISH
PLYWOOD SOFFIT WITH
REVEAL UNDERNEATH
STAIRS & LANDINGS
ROOF DECK
141'-3"
A-804
5
A-804
5 A-804
3
A-804
3
A-804
3
ELEVATOR
LOBBY
401
ELEV LOBBY
301
2ND FLOOR
ELEV. ACCESS
201
TENANT LOBBY
123
NEW SOUTH
STAIR
200
NEW SOUTH
STAIR
300
NEW EAST
STAIR
400
13
12
K M
11
L
6
A-800
10T@11"
10T@11"2T@11"CLEAR
4'-0"CLEAR9'-3 1/2"CLEAR
4'-0" 5 1/2"CLEAR4'-0"1'-3 1/2"CLEAR4'-0"6" 4'-0" 5 1/2"6"4'-4"4"STRINGER, INSIDE TO INSIDE9'-3 1/2"9 1/2"GUARDRAIL
CONTINUOUS H-RAIL
H-RAIL EXTENSION11"
H-RAIL EXTENSION11"H-RAIL ATTACHED
TO WALL
1'-0"
GUARDRAIL
AT THIS
LANDING
H-RAIL EXTENSION
STRINGER, INSIDE TO INSIDE
17'-8"
A-804
15
A-800
SIM
TENANT LOBBY
123
13
12
K M
11
L
6
A-800
4"CLEAR4'-0"1'-3 1/2"CLEAR4'-0"4'-11"
10T@11"
11T@11"
10" 14'-0"9 1/2"STRINGER, INSIDE TO INSIDE9'-3 1/2"4"11"
GUARDRAIL
CONTINUOUS H-RAIL
H-RAIL EXTENSION
H-RAIL EXTENSION
11"1'-0"CLEAR
4'-0"
DN
NEW SOUTH
STAIR
200
F3.3.1
D4.6.1.U
201A
1'-0"
13
12
K M
11
L
6
A-800
4'-11"9 1/2"STRINGER, INSIDE TO INSIDE9'-3 1/2"4"12T@11"CLEAR3'-0"3'-3 1/2"CLEAR3'-0"11" 11T@11"
10" 14'-0"
GUARDRAIL
CONTINUOUS H-RAIL
H-RAIL EXTENSION
CONTINUOUS H-RAIL
1'-0"
1'-0"11"
H-RAIL ATTACHED TO
WALL
3'-0"
H-RAIL EXTENSION
11"
H-RAIL EXTENSION
DN
NEW SOUTH
STAIR
300
F3.3.1
D4.6.1.U
301A
13
12
K M
11
L
6
A-800
4'-11"1'-0"GUARDRAIL
CONTINUOUS H-RAIL
H-RAIL EXTENSION
CLEAR3'-0"11"
11"
CONTINUOU
S H-RAIL
H-RAIL EXTENSION
9 1/2"9'-3 1/2"4"41'-3"
DN
NEW EAST
STAIR
400
401A
D4.6.1.U1'-0"
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-800
VERTICAL
CIRCULATIONWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
SOUTH STAIR 26 1/4" = 1'-0"
SOUTH STAIR5 1/4" = 1'-0"
VERT CIRC - LVL 1 SOUTH STAIR1
1/4" = 1'-0"
VERT CIRC - LVL 2 SOUTH STAIR2
1/4" = 1'-0"
VERT CIRC. - LVL 3 SOUTH STAIR3
1/4" = 1'-0"
VERT CIRC. - LVL 4 SOUTH STAIR4
1 DESCRIPTION DATE
2 ADDENDUM 02 10/27/2021
UP
UP
UP
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. BASEMENT
SLAB
89'-6"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
F E
ROOF DECK
141'-3"
A-805
3
A-805
5
A-805
5
A-805
5
A-805
5
9
A-550
7'-0"
NEW EXIT
DOOR TO
EXISTING
BASEMENT
FLR7
FLR2
FLR3
FLR1
GYP BD. SOFFIT
AT UNDERSIDE OF
STAIR
N.
CONC
WALL
N. GYP
BD WALL
N. GYP
BD WALL
N. GYP
BD WALL
RF1
GYP BD. SOFFIT
AT UNDERSIDE OF
STAIR
GYP BD. SOFFIT
AT UNDERSIDE OF
STAIR
2 HR SHAFTSTAIR
304
NEW WEST
STAIR
204
WEST STAIR
112
EGRESS STAIR
010
F
5
E
3
4
1
A-801
3'-6"
117B
117A
112 7'-6"10"CLEAR3'-6"1'-0"CLEAR3'-6"0"
0"
2
A-801
5'-10" 5T@11"
2'-11"
CLEAR
3'-6"
9T@11" 11"
CLEAR
3'-6"
8'-3" 1'-10"
STEEL PAN AND CONCRETE
STAIR
7
A-801
5'-8"11"
H. RAIL EXTENSION
H. RAIL ATTACHED TO
WALL
CONTINUOUS
GAURDRAIL AT
LANDING
CONTINUOUS
GAURDRAIL AND H.
RAIL
H. RAIL ATTACHED TO
WALL
H. RAIL ATTACHED TO
WALL
A-805
1
2
A-805
4 3/4"10"M8.5.1.A
M8.5.1.A
M8.5.1.A
M8.5.1.A
M8.5.1.A
M6.6.1.A
M6.6.1.A
M6.6.1.A
TENANT
CORRIDOR
117
WEST STAIR
112
BEGGINING OF STAIR GOING
DOWN, SEE BASEMENT STAIR
PLAN
DN
DN
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. BASEMENT
SLAB
89'-6"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
5 4
2
A-805
A-804
5 A-805
4
A-805
4
A-805
4
A-805
4
A-804
5
N. GYP BD WALL
FLR3
FLR2
FLR1
STAIR
304
NEW WEST
STAIR
204
WEST STAIR
112
EGRESS STAIR
010
F
5
E
4
2
A-801
1
A-801
8"3"STINGER, INSIDE TO INSIDE7'-11"4"9T@11"
7T@11"
CLEAR
3'-6"
CLEAR
3'-6"4 1/2"CLEAR3'-6"1'-0"CLEAR3'-6"5'-8"
-10'-5"
-5'-10"
11"
11"1'-0"
H. RAIL EXTENSION
H. RAIL ATTACHED
TO WALL
GUARDRAIL
CONTINUOUS H. RAIL
H. RAIL ATTACHED
TO WALL
DN
F
5
E
4
2
A-801
11"1'-0"
8" 3'-6" 11T@11"
3'-6" 11" 10T@11"
2" 5'-5"CLEAR3'-6"1'-0"CLEAR3'-6"5 1/2"11"8'-0"204
11"
H. RAIL ATTACHED TO WALLH. RAIL EXTENSION
CONTINUOUS GUARDRAIL AND
H. RAIL14'-0"NEW WEST
STAIR
204
F
5
E
4
2
A-801
3 3/4"
304
11"CLEAR3'-6"1'-0"CLEAR3'-6"5 1/2"5'-7"3'-6" 11" 9'-2"
11"1'-0"11"8'-0"5 1/2"H. RAIL EXTENSION
H. RAIL
ATTACHED TO
WALL
1'-6"H. RAIL EXTENSION
DN
STAIR
304
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
E
N. ALLEY LOADING
98'-6"
STEEL PAN
AND
CONCRETE
TREAD STAIR
1'-0"3'-0"3'-0"N. GYP WALL
A-804
6
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-801
VERTICAL
CIRCULATIONWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
WEST STAIR - LOOKING SOUTH1
1/4" = 1'-0"
VERT CIRC - LVL 1 WEST STAIR3
1/4" = 1'-0"
VERT CIRC. - WEST STAIR - LOOKING WEST2
1/4" = 1'-0"
VERT CIRC. - BASEMENT WEST STAIR4
1/4" = 1'-0"
VERT CIRC. - LVL 2 WEST STAIR5
1/4" = 1'-0"
VERT CIRC. - LVL THREE WEST STAIR6
1/4" = 1'-0"
TENANT CORRIDOR 117 STAIR7
PLAN NORTH
PLAN NORTH
PLAN NORTH
PLAN NORTH
1 DESCRIPTION DATE
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
ROOF PLAN
149'-0"
MAX HEIGHT
145'-0"
MAX PARAPET
HEIGHT
149'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
L
TENANT LOBBY
99'-6"
ROOF DECK
141'-3"PER STRUCT AND ELEV MANUF.5'-6"CLEAR, PER ELEV MANUF., VERIFY62'-3"FLR3
CLG1
FLR5
RF7
FLR2
CLG5
ELEV. PIT LADDER
ELEVATOR
LOBBY
401
ELEV LOBBY
301
2ND FLOOR
ELEV. ACCESS
201
TENANT LOBBY
123CHASE
009
CHASE
456
CHASE
451
NEW
ELEVATOR
202
RF7
D4.6
D4.6
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-802
VERTICAL
CIRCULATIONWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/4" = 1'-0"
ELEVATOR1
1 DESCRIPTION DATE
13
12
M 2
A-804
3
A-804
5
A-804
PRECAST CONCRETE
LANDING ON STEEL
FRAMING
7
A-804
Sim
3
A-804
Sim
WOOD HANDRAIL,
WALL MOUNT
WOOD HANDRAIL,
GAURDRAIL MOUNT
STEEL GAURDRAIL
PRECAST CONCRETE
TREADS ON Z GIRT
FRAMING
1312
TENANT LOBBY
99'-6"
5
A-804
TYP.3'-0"TYP.3'-0"TYP.
11"
A-804
6
1"X2" WOOD HANDRAIL,
STAIN AND SEAL STEEL HANDRAIL
BRACKET
2" PRECAST CONCRETE
LANDING
2" TUBE STEEL FRAMING
STEEL C CHANNEL
STRINGER
2" PRECAST CONCRETE
TREAD WITH CAST IN
HIGH CONTRAST NOSING
3/16" HEAVY GAUGE
STEEL Z GIRT TYP.
1'-0"
VARIES
2" STEEL C CHANNEL STRINGER
3/8" X 2" STEEL FLAT BAR GAURD
RAIL FRAMING
STEEL ANGLE, WELDED TO
FRAMING
WELDED WIRE MESH INFILL,
WELDED TO FRAMING
PRECAST CONCRETE TREAD
3/8" STEEL FRAME BEYOND
(2)1/4" STEEL RAILING BRACKET
BEYOND, WELDED TO INSIDE OF
FRAMING BALUSTER
STEEL ANGLE, WELDED TO
FRAMING
WELDED WIRE MESH INFILL,
WELDED TO FRAMING
3/8" X 2" STEEL FLAT BAR GAURD
RAIL FRAMING, WELDED TO
STRINGER
2"1"3/8"CONTINUOUS STEEL ANGLE,
WELDED TO STRINGER
A/B GRADE 1/2" BIRCH PLYWOOD
ATTACHED TO CONTINUOUS
ANGLE. CLEAR POLY FINISH
1/4"
1 1/2"
SELF DRILLING FLAT HEAD
SCREW ATTACHMENT, SUNK
1/4" FLAT BAR
STEEL PLATE,
INSET INTO WOOD
RAILING
1"X2" WOOD
RAILING, STAIN
AND SEALED
1/16" RADIUS EDGE
3'-0"VIFMIN.
1 1/2"2"1"1"116
°1 1/4"3'-6"
VIF
3'-0"
VIF
3"T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"1'-0"3"
MAX
4'-0"3'-6"2
A-804
Sim
STEEL ANGLE, WELDED TO
FRAMING
3/8" X 2" STEEL FLAT BAR
GAURD RAIL FRAMING TOP
RAIL
WELDED WIRE MESH INFILL,
WELDED TO FRAMING
3"
3/8" X 2" STEEL FLAT BAR
GAURD RAIL BALUSTER
FRAMING, WELDED TO
STRINGER
3/8" X 2" STEEL FLAT BAR
GAURD RAIL FRAMING
CONTINUOUS WOOD
HANDRAIL
STEEL STRINGER
PRECAST CONCRETE TREAD
3/16" HEAVY GAUGE Z GIRT
RISER, WELED TO STRINGER
AT BACK SIDE, 3 SIDES
A-804
7
A-804
8
A-805
53"2"
1.5" MIN.
VIF
5"1 1/4"1"1"1/4" FLAT BAR
STEEL (X2)
1/4" STEEL
PLATE
WELDED
ATTACHMENT 116
°
(4) 1/4" DIA. SS
LAG BOLTED
ATTACHMENT
TO SOLID
BLOCKING
1 1/4"
1/4" FLAT BAR
STEEL PLATE,
INSET INTO WOOD
RAILING
1"X2" WOOD
RAILING, STAIN
AND SEALED
1/16" RADIUS EDGE
1"3"1"3'-0" VIF
VIF4 1/2"2 1/8" 2 1/8"
4 1/4"
1 1/8"1 1/8"
2 1/2" 2 1/2"
5"2 1/2"2 1/2"5"3/4"1"1"3/4"
1"X2" WOOD
RAILING, STAIN
AND SEALED
1/4" FLAT BAR
PLATE, INSET INTO
WOOD
WELDED
CONNECTION
(2) 1/4" FLAT BAR
BRACKET
WELDED
CONNECTION
1/4" STEEL PLATE
ATTACHED TO IN
WALL BLOCKING
(4) 1/4" DIA. SS LAG
BOLTS, HIDDEN
BEHIND WALL
FINISH
1/8"
2"
2"VIFVARIES PER STAIR1"1'-0"
1 1/2"3"
1"
3/16" HEAVY GAUGE Z GIRT WELDED
TO STRINGER. RUSTED FINISH ON Z
GIRT
2" PRECAST CONCRETE TREAD
2"3/8" STEEL FRAMING WELED TO
BALUSTER
STEEL ANGLE WELED TO FRAME
WELDED WIRE MESH INFILL
(BEYOND)
WELD Z GIRT TO
STRINGER FROM
BACKSIDE
CONTINUOUS STEEL
ANGLE WELDED TO
INSIDE OF STRINGER
A/B GRADE 1/2" BIRCH
PLYWOOD ATTACHED TO
CONTINUOUS ANGLE.
CLEAR POLY FINISH
2X STEEL TUBE
FRAMING AT MID
SPANS FOR
INTERMEDIATE
ATTACHMENT, VIF
SELF DRILLING FLAT
HEAD SCREW
ATTACHMENT, SUNK
FORMED NOTCH IN
PRECAST TO REST ON
Z GIRT
IMBEDDED STEEL
PLATE IN PRECAST
TREAD, WELD TO
STEEL Z GIRT
CAST IN HIGH CONTRAST NOSING
1 1/8"1 1/8"
2 1/4"
3"
5"
1"X2" WOOD
RAILING, STAIN
AND SEALED
1/4" FLAT BAR
PLATE, INSET
INTO WOOD
1/4" FLAT BAR
BRACKET
WELDED CONNECTION
TO GUARDRAIL
BALUSTER
1 1/2"1 1/2"
GUARDRAIL BALUSTER
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-804
SOUTH STAIR
DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/2" = 1'-0"
TYPICAL STAIR COMPONENTS - SOUTH STAIR11/2" = 1'-0"
TYPICAL COMPONENTS SECTION - SOUTH STAIR2
3" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL SECTION3 1" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL ELEVATION4
3" = 1'-0"
TYPICAL HANDRAIL AT WALL ATTACHMENT53" = 1'-0"
TYPICAL HANDRAIL ELEVATION6
3" = 1'-0"
STAIR DETAIL - TYPICAL TREAD - SOUTH STAIR7
3" = 1'-0"
TYPICAL HANDRAIL ATTACHMENT GUARDRAIL8
1 DESCRIPTION DATE
1 ADDENDUM 01 10/11/2021
2
A-805
5
A-804
Sim
4
A-805
Sim
5
A-805
Sim
CONTINUOUS GUARDRAIL AND
HAND RAIL
CAST IN PLACE CONCRETE
LANDING OVER STEEL PAN
WOOD H. RAIL ATTACHED TO WALLCAST IN PLACE CONCRETE
TREADS ON STEEL PAN TREADS
AND RISERS C CHANNEL STRINGER
T.O. SUBFLOOR
(FIRST FLOOR)
100'-0"
1
A-303
1
A-303
TYP.
11"
TYP.
3'-9"TYP.3'-0"TYP.3'-0"A-804
6
5
A-804
Sim
STEEL C CHANNEL
STRINGER
STEEL FRAMING AS
REQ.
CAST IN PLACE
LANDING
STEEL HANDRAIL
BRACKET
1"X2" WOOD
HANDRAIL, STAIN
AND SEAL VARIES
STEEL PAN TREAD
AND RISERS W/
CAST IN PLACE
TREADS
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
3"
MAX
4'-0"
4
A-805
Sim
STEEL ANGLE, WELDED TO
FRAMING
3/8" X 2" STEEL FLAT BAR GAURD
RAIL FRAMING TOP RAIL
WELDED WIRE MESH INFILL,
WELDED TO FRAMING
3"
3/8" X 2" STEEL FLAT BAR GAURD
RAIL BALUSTER FRAMING, WELDED
TO STRINGER
3/8" X 2" STEEL FLAT BAR GAURD
RAIL FRAMING
CONTINUOUS WOOD HANDRAIL
STEEL STRINGER
CAST IN PLACE CONCRETE TREAD
STEEL PAN RISER
EXPOSED UNDERSIDE OF WEST
STAIR, PAINTED
CAST IN PLACE CONCRETE
LANDING
A-805
5
2" STEEL C CHANNEL STRINGER
3/8" X 2" STEEL FLAT BAR GAURD RAIL
FRAMING
STEEL ANGLE, WELDED TO FRAMING
WELDED WIRE MESH INFILL, WELDED TO
FRAMING
CAST IN PLACE CONCRETE TREAD ON
STEEL PAN
3/8" STEEL FRAME BEYOND
(2)1/4" STEEL RAILING BRACKET BEYOND,
WELDED TO INSIDE OF FRAMING
BALUSTER
STEEL ANGLE, WELDED TO FRAMING
WELDED WIRE MESH INFILL, WELDED TO
FRAMING
3/8" X 2" STEEL FLAT BAR GAURD RAIL
FRAMING, WELDED TO STRINGER2"1"3/8"1/4" FLAT BAR STEEL
PLATE, INSET INTO
WOOD RAILING
1"X2" WOOD RAILING,
STAIN AND SEALED
1/16" RADIUS EDGE
3'-0"VIFMIN.
1 1/2"2"1"1"116°1 1/4"3'-6"
VIF
3'-0"
VIF
3"STEEL PAN RISER
CAST IN PLACE CONCRETE TREAD,
POLISHED FINISH
3/8" STEEL FRAMING WELED TO
BALUSTER
STEEL ANGLE WELED TO FRAME
WELDED WIRE MESH INFILL
(BEYOND)
PAINTED STEEL STAIRS AND
NOSING
STEEL C CHANNEL STRINGER
(BEYOND)
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-805
WEST STAIR
DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/2" = 1'-0"
TYPICAL STAIR COMPONENTS - WEST STAIR11/2" = 1'-0"
TYPICAL COMPONENTS SECTION - WEST STAIR2
1" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL ELEVATION - WEST STAIR33" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL SECTION - WEST STAIR4
3" = 1'-0"
STAIR DETAIL - TYPICAL TREAD - WEST STAIR5
1 DESCRIPTION DATE
5
H
2
A-806
6
A-806
5
A-804
Sim
5
A-806
Sim
4
A-806
Sim
WOOD SLAB TREAD
WITH OPEN RISERS
STEEL STRINGERS
WOOD H. RAIL
STEEL GAURDRAIL
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
534
A-806
7
A-806
5
A-806
3
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"1'-0"3"
MAX
4'-0"
4
A-806
Sim
STEEL ANGLE, WELDED TO
FRAMING
3/8" X 2" STEEL FLAT BAR
GAURD RAIL FRAMING TOP
RAIL
WELDED WIRE MESH INFILL,
WELDED TO FRAMING
3"
3/8" X 2" STEEL FLAT BAR
GAURD RAIL BALUSTER
FRAMING, WELDED TO
STRINGER
3/8" X 2" STEEL FLAT BAR
GAURD RAIL FRAMING
STEEL STRINGER
2" SLAB WOOD TREAD
OPEN AIR RISER3"2" STEEL C CHANNEL STRINGER
3/8" X 2" STEEL FLAT BAR GAURD RAIL
FRAMING
STEEL ANGLE, WELDED TO FRAMING
WELDED WIRE MESH INFILL, WELDED TO
FRAMING
2" WOOD SLAB TREAD, STAINED TO
MATCH FLOORING PER INTERIORS
3/8" STEEL FRAME BEYOND
STEEL ANGLE, WELDED TO FRAMING
WELDED WIRE MESH INFILL, WELDED TO
FRAMING
3/8" X 2" STEEL FLAT BAR GAURD RAIL
FRAMING, WELDED TO STRINGER2"1"3/8"3'-6"
VIF
3"3/8" STEEL FRAMING (BEYOND)
STEEL ANGLE WELED TO FRAME
(BEYOND)
WELDED WIRE MESH INFILL
(BEYOND)
2" WOOD SLAB TREADS, STAINED
TO MATCH FLOORING PER
INTERIORS
STEEL ANGLE ATTACHED TO
STRINGER VIA BOLTED
CONNECTION.
3 1/2"1"3"1"3"1"
11"
ROUTER BOTTOM OF TREAD TO
EMBED STEEL ANGLE
ATTACHMENT. ANCHOR VIA LAG
BOLTS
STEEL STRINGER
OPEN AIR RISER
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
H2
A-806
TYP.3'-0"A-804
6 5
A-804
Sim
2" WOOD SLAB
TREAD
STEEL C
CHANNEL
STRINGER
1"X2" WOOD
HANDRAIL, STAIN
AND SEAL
STEEL HANDRAIL
BRACKET
BLOCKING AND
STEEL PLATE
RISER AT
BOTTOM
CONNECTION2"1"1/8" STEEL PLATE RISER
ATTACHED TO BLOCKING. FLUSH
SCREW MOUNT
2" WOOD SLAB TREAD, STAINED
TO MATCH FLOORING PER
INTERIORS
STEEL STRINGER
STEEL GAURDRAIL ASSEMBLY
EMBEDED ANGLE TREAD
ATTACHMENT
FURRING WALL W/ GYP FINISH
WOOD JOIST FLOORING W/ 3/4"
SUBFLOOR
WOOD FLOORING PER
INTERIORS
WOOD NOSING TRIM , STAIN TO
MATCH
T.O. SUBFLOOR
(SECOND FLOOR)
114'-0"
MAX HEIGHT
145'-0"
T.O. SUBFLOOR
(THIRD FLOOR)
127'-0"
ROOF
140'-0"
8 9
A-806
3
A-806
7
SIM
SIM
A-806
5
A-519
1
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
A-806
UNITS 5 AND 6
STAIR DETAILSWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151/2" = 1'-0"
TYPICAL STAIR COMPONENTS - UNITS 5 AND 611/4" = 1'-0"
UNIT 5 STAIR SECTION2
1" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL ELEVATION - RES UNITS33" = 1'-0"
STAIR DETAIL - TYPICAL GUARDRAIL SECTION - RES UNITS4
3" = 1'-0"
STAIR DETAIL - TYPICAL TREAD - RES UNITS5
1/2" = 1'-0"
TYPICAL COMPONENTS SECTION - UNIT 56
1" = 1'-0"
LANDING DETAIL UNIT 57
1/4" = 1'-0"
UNIT 6 STAIR SECTION8
1 DESCRIPTION DATE
4 ADDENDUM 04 11/09/2021