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COVER
SHEET &
PROJECT
INFORMATION
25.104edinc Job #:
1535 liberty lane
suite 110b
missoula, montana
59808
phone: 406.540.4437
design + architecture
inc
THIS SHEET IS INTENDED TO BE PRINTED IN
COLOR TO FULLY UNDERSTAND THE
INFORMATION BEING PRESENTED.
INFORMAL SET:SITE PLAN PACKET #2 - 10/24/20252025 ENCOMPASS DESIGN INC.C A NEW KAMAKA HOUSING DEVELOPMENT:HIGHLANDS APARTMENTSBOZEMAN, MONTANA05/09/25
SITE PLAN PACKET #1:08/01/25
SITE PLAN PACKET #2:10/24/25
HIGHLANDS APARTMENTS
A NEW KAMAKA HOUSING DEVELOPMENT:
VICINITY MAP:
REMINGTON WAY, BOZEMAN, MT 59718
GENERAL PROJECT NOTES:
A.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND
SHALL REPORT ANY DISCREPANCIES TO ENCOMPASS. USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS.
WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH
THE WORK.
B.PLANS AND SPECIFICATIONS ARE TO BE TAKEN AS ONE DOCUMENT. ITEMS INCLUDED IN ONE AND NOT IN THE
OTHER SHALL BE CONSIDERED AS IF IN BOTH. WHERE A CONFLICT EXISTS BETWEEN PLANS AND SPECIFICATION
THE MORE STRINGENT REQUIREMENT SHALL PREVAIL.
C.ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING OF ALL LABOR,
MATERIALS, EQUIPMENT, AND SUPERVISION TO PERFORM THE WORK AND CONSTRUCTION FOR THE PROJECT
AS INDICATED IN THESE DOCUMENTS AND THE SPECIFICATIONS.
D.THE DESIGN, ADEQUACY AND SAFETY OF ERECTING BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY AN ENGINEER.
E.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF
WALLS AND FINISH MATERIALS. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH
ALL TRADES.
F.GENERAL CONTRACTOR TO PROVIDE SECURITY AND PROTECTION FACILITIES THAT INCLUDE, BUT ARE NOT
LIMITED TO; BARRICADES, WARNING SIGNS AND LIGHTING PROTECTION DURING ALL PHASES OF THE PROJECT.
G.ALL MATERIALS & FINISHES ARE TO BE AS SPECIFIED, OR APPROVED EQUAL, SEE SPECS.
H.SUBSTITUTIONS SHALL BE BY APPROVAL PRIOR TO THE BID; SEE SUBSTITUTION REQUEST SPECIFICATION. ALL
SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT/OWNER PRIOR TO COMMENCING WITH ANY
FABRICATION AND/OR INSTALLATION.
I.PROVIDE (1) YEAR WARRANTY FOR ALL WORKMANSHIP.
J.PRIOR TO BEGINNING ANY WORK, CONTRACTOR TO OBTAIN ALL PERMITS, INSPECTIONS AND CERTIFICATES
NECESSARY FOR OCCUPANCY BY TENANT U.N.O. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL
APPLICABLE CODE, LAWS, RULES, AND REGULATIONS OF ALL CONSTITUTED AUTHORITIES HAVING
JURISDICTION. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE APPLICABLE
REQUIREMENTS OF THE APPLICABLE BUILDING CODES IDENTIFIED ON CODE PLANS.
K.CONTRACTOR SHALL FURNISH OWN TRASH DISPOSAL AS WELL AS A CONSTRUCTION WASTE MANAGEMENT
PLAN. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED AND AS MANY OF THE MATERIALS AS
ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. THE CONTRACTOR SHALL DEVELOP
AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT PLAN FOR THIS CONTRACT. WHICH INCLUDES BUT
IS NOT LIMITED TO, CONCRETE, ASPHALT AND WOOD.
L.CONTRACTOR SHALL BE HELD LIABLE FOR ALL DAMAGE TO THE PROPERTY, BUILDING AND ALL "EXISTING"
ELEMENTS BY HIS/HER PERSONNEL OR SUBCONTRACTORS. ANY DAMAGE SHALL BE REPORTED TO ENCOMPASS
IMMEDIATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ITEMS TO ITS ORIGINAL CONDITION.
M.THE CONTRACTOR SHALL FOLLOW SIZES AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SHALL
FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS. DO NOT SCALE THE DRAWINGS.
N.WHERE IT IS OBVIOUS THAT A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN WORK OR OF A NUMBER OF
ITEMS, THE REMAINDER SHALL BE DEEMED REPETITIVE AND SO CONSTRUCTED.
O.THE USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL PROJECT SITE FOR WHICH THEY WERE
PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ANY PUBLICATION, REUSE OR
REPRODUCTION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. OWNERSHIP AND TITLE TO THESE
DOCUMENTS SHALL REMAIN THE PROPERTY OF ENCOMPASS DESIGN INC.. VISUAL CONTACT WITH THESE PLANS
SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
P.ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS WITHIN THESE DOCUMENTS OR SPECIFICATIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY AFFECTED WORK.
Q.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF OTHER TRADES, INCLUDING
BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, LANDSCAPE, ACOUSTIC, PLUMBING AND STRUCTURAL
COMPONENTS AS WELL AS THOSE ITEMS SUPPLIED BY THE OWNER. GENERAL CONTRACTORS AND
SUBCONTRACTORS TO BRING ANY OMISSIONS OR CONFLICTS TO THE ATTENTION OF ENCOMPASS PRIOR TO BID
FOR APPROPRIATE RESOLUTION.
R.THESE DOCUMENTS ARE THE PROPERTY OF ENCOMPASS AND ARE NOT TO BE REPRODUCED OR COPIED. THESE
DRAWINGS ARE TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE
USED ON ANY OTHER PROJECT.
S.THESE DOCUMENTS REPRESENT THE DESIRED RESULT OF CONSTRUCTION. THE METHODS OF SUCH
CONSTRUCTION AND THE ASSOCIATED RISKS INVOLVED SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
T.DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONSTRUCTION
DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW MINOR DETAILS OF PROPOSED
INSTALLATION OR MFR INSTALLATION INSTRUCTIONS. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO
PROVIDE A COMPLETE DESIGN FOR THE PROJECT AND ARE TO BE INCLUDED AS PART OF A BID. THE
CONTRACTOR IS EXPECTED TO USE QUALITY & ACCEPTABLE INDUSTRY STANDARDS OF CONSTRUCTION,
PRACTICES AND TECHNIQUES.
U.SEE CIVIL DRAWINGS FOR GRADING, BOUNDARY LINES, EASEMENTS, FINISH FLOOR ELEVATIONS, AND
HARDSCAPE DESIGN.
V.SEE LANDSCAPE DRAWINGS FOR PLANTING LAYOUT.
W.CONTRACTOR RESPONSIBLE FOR CALLING LOCATES PRIOR TO COMMENCEMENT OF WORK, ALL SHOWN
GRAPHICALLY.
X.COORDINATE ALL WORK w/ GEOTECH REPORT.
ALL CONSTRUCTION IN ASSOCIATION WITH THIS PROJECT SHALL
COMPLY WITH THE CITY & STATE ADOPTED CODES LISTED BELOW:
·2021 INTERNATIONAL BUILDING CODE
·2021 INTERNATIONAL ENERGY CONSERVATION CODE
·2021 UNIFORM PLUMBING CODE
·2021 INTERNATIONAL MECHANICAL CODE
·2020 NATIONAL ELECTRICAL CODE
·2021 INTERNATIONAL FUEL GAS CODE
·ARM MODIFICATIONS TO THE ADOPTED BUILDING CODES
·ICC A117.1 - ACCESSIBILITY, 2017 EDITION
-OWNER TEAM: KAMAKA DEVELOPMENT
CONTACT: JACKSON SHEPARD
PRESIDENT & FOUNDER
91 AVENIDA DEL MAR, SUITE 300A
SAN CLEMENTE, CA 92672
ALTERNATE CONTACT:
BLAKE JUMPER
TAILWATER DEVELOPMENT
10 S MAIN #106
VICTOR, ID 83455
-ARCHITECT: ENCOMPASS DESIGN INC.
CONTACT: JENNIFER CLARY,
PRINCIPAL ARCHITECT
PHONE: 406.540.4437
ADDRESS: 1535 LIBERTY LN. #110B,
MISSOULA, MT 59808
-CIVIL ENGINEER: GRAHAM ENGINEERING
CONTACT: ZACK GRAHAM, P.E.
PHONE: 406.599.2328
ADDRESS: 4350 RAVALLI ST SUITE B,
BOZEMAN, MT 59718
-STRUCTURAL ENGINEER: DCI
CONTACT: SAMANTHA FOX, P.E.
PHONE: 406.556.8600
BOZEMAN, MT 59718
-MECH/PLUMB ENGINEER: MMI
CONTACT: SAM KUHLIN, P.E.
PHONE: 406.752.2216
KALISPELL, MT 59901
-ELECTRICAL ENGINEER: MMI
CONTACT: AMY GALT, P.E.
PHONE:406.752.2216
KALISPELL, MT 59901
-FIRE PROTECTION ENGINEER: MMI
CONTACT: RUSSELL WILLIAMS, P.E.
PHONE: 406.752.2216
KALISPELL, MT 59901
-LANDSCAPE:OUTDOOR DESIGN STUDIOS
CONTACT: ALY ROSS
PHONE: (406)924-8038
BELGRADE, MONTANA 59714
GOVERNING CODESDIRECTORY
PROTECTION OF PEDESTRIANS:
IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SECURE THE JOB SITE AT ALL TIMES.
PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND REMODELING ACTIVITIES AS REQUIRED PER
CITY STANDARD DRAWINGS. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. SEE TABLE THIS SHEET
3D IMAGE:
DEFERRED SUBMITTALS:
DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT
ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION AND THAT ARE TO
BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
1.ROOF TRUSSES
2.FIRE ALARM
3.FIRE SUPPRESSION – NFPA 13
4.PROJECT MONUMENT GROUND SIGN - INCLUDING PERMIT
ABBREVIATIONS:
A. AREA
A.B. ANCHOR BOLT
AHJ AUTHORITY HAVING
JURISDICITION
A.F.F.ABOVE FINISH FLOOR
ALT. ALTERNATE
ALUM. ALUMINUM
A/V AUDIO VISUAL UNIT
B.B. BASE BOARD
BLD'G BUILDING
BLK'G BLOCKING
BM. BEAM
BOTT. BOTTOM
BRG. BEARING
CAB. CABINET
CIP CAST IN PLACE
CLG. CEILING
C.J. CONSTRUCTION JOINT
C.L. CENTER LINE
CLR. CLEAR
C.M.U. CONCRETE MASONRY UNIT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONT. CONTINUOUS
CSCI CONTRACTOR SUPPLY/
CONTRACTOR INSTALL
DIA. DIAMETER
DIM. DIMENSION
DIV. DIVISION
DN. DOWN
DR.DOOR
DTL.DETAIL
D.W.DISH WASHER
EA.EACH
E.J.EXPANSION JOINT
ELEC. ELECTRICAL
EL.ELEVATION
EQ.EQUAL
EXIST.EXISTING
EXT.EXTERIOR
FURN FURNACE
F.D.FLOOR DRAIN
FND.FOUNDATION
F.F. FINISH FLOOR
F.O.S.FACE OF STUD
FTG.FOOTING
FRP FIBERGLASS REINFORCED
PANEL
FIN.GAUGE
GALV. GALVANIZED
G.D.GARBAGE DISPOSAL
G.F.I.GROUND FAULT INTERRUPTER
G.L.B.GLUE LAMINATED BEAM
GR.GRADE
GYP.GYPSUM
H.C.HOLLOW CORE
HDR.HEADER
HDW.HARDWARE
H.M.HOLLOW METAL
HORIZ.HORIZONTAL
HT.HEIGHT
H.W.HOT WATER
I.B.C. INTERNATIONAL BUILDING
CODE
I.D.INSIDE DIAMETER
INSUL.INSULATION
INT.INTERIOR
JNT.JOINT
JST.JOIST
KD KNOCK DOWN
MTL. MATERIAL
MAS.MASONRY
MAX.MAXIMUM
M.B.MACHINE BOLT
M.E.METAL EDGE
MECH.MECHANICAL
MIN.MINIMUM
MISC.MISCELLANEOUS
MTL.METAL
NO.NUMBER
N.T.S NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OPNG.OPENING
OPP.OPPOSITE
O.S.C.I.OWNER SUPPLY /
CONTRACTOR INSTALL
O.S.O.I.OWNER SUPPLY / OWNER
INSTALL
P.C.PULL CHAIN
PL.PLATE
PLUMB.PLUMBING
PLYWD.PLYWOOD
P.S.I.POUNDS PER SQUARE INCH
P.S.F.POUNDS PER SQUARE FOOT
QTY.QUANTITY
R.RISER
RAD.RADIUS
REF.REFRIGERATOR
REIN.REINFORCING
REQ'D.REQUIRED
REV.REVISION
RM.ROOM
R.O. ROUGH OPENING
R&S ROD & SHELF
S.C. SOLID CORE
SD SMOKE DETECTOR
SEC.SECTION
SHT.SHEET
SIM.SIMILAR
SPEC.SPECIFICATION
SQ.SQUARE
S.S.STAINLESS STEEL
STD STANDARD
SUSP.SUSPENDED
SYM.SYMMETRICAL
T&G TONGUE & GROOVE
THK.THICK
THKND.THICKENED
T.O.FTG.TOP OF FOOTING
T.O.F.TOP OF FLOOR
T.O.S.TOP OF SLAB
T.O.W.TOP OF WALL
T.S.TUBE STEEL
TYP.TYPICAL
VERT.VERTICAL
V.B.VINYL BASE
W WASHER
WD.WOOD
WDO.WINDOW
W.P WATER PROOF
PROJECT STATISTICS
CITY REQUIREMENTS:
ADDRESS: 1805 SOUTH 22ND AVE. BOZEMAN MT (WEST OF THIS
ADDRESS)
ZONING: REMU 38.330.020. - REMU DISTRICT--SPECIAL
STANDARDS. TABLE 38.320.040 TABLE OF FORM AND INTENSITY
STANDARDS--RESIDENTIAL EMPHASIS MIXED-ZONING DISTRICT
ALLOWED HEIGHT:5 STORIES MAX
FLOOR AREA RATIO: 4:1
MAX LOT COVERAGE: 75% (DEPARTURE)
SETBACKS:
- FRONT = 10'-15'
- REAR = 10'
- SIDE = 5'
PARCEL SIZE(S):
- ~4.3 ACRES
- 187,308 SQFT
PROJECT SITE
N
REMINGTON WAY
W KAGY BLVDS 22ND AVES 19TH AVESTUCKY RD
WEST LINCOLN STREET
W KAGY BLVD
LOCATED IN THE SE 14 OF
SECTION 14, T2S, R5E
WEST UNIVERSITY, LLC
BOZEMAN, MONTANA
PROJECT INFORMATION:
NUMBER OF BLDGS:2 BLDGS - 4 STORY
HEIGHT:SEE BUILDING ELEVATIONS
BLDG TYPOLOGY:INTERIOR LOADED CORRIDOR
ELEVATOR:YES
UNIT COUNT:149 DWELLING UNITS
UNIT MIX:38- 1 BEDS; 1 BATH; 575 to 650 SQ FT (APPROXIMATELY)
2 are ACCESSIBILE; 36 are TYPE “B”
72 - 2 BEDS; 2 BATH; 875 to 950 SQ FT (APPROXIMATELY)
4 are ACCESSIBILE; 68 are TYPE “B”
39- 3 BEDS; 2 BATH; 1,175 to 1,250 SQ FT
(APPROXIMATELY)
2 are ACCESSIBILE; 37 are TYPE “B”
OCCUPANCY:R-2
CONSTRUCTION TYPE:TYPE VB
FIRE SPRINKLER:NFPA 13
BLDG A STATS:SEE CIVIL FOR AREA
BLDG B STATS:SEE CIVIL FOR AREA
PARKING:SEE CIVIL
DEPARTURES:SEE CIVIL NARRATIVE
OPEN SPACE CALCULATION: SEE CIVIL & BELOW
38 @ 100 / = 3,800 SF
111 @ 150 / = 16,650 SF
TOTAL = 20,450 SF
1.PROJECT REQUIRES INSTALLATION OF A PASSIVE RADON
MITIGATION SYSTEM. ALL DRAWINGS INDICATE THE
"INFRASTRUCTURE" TO ACCOMPLISH THIS SYSTEM.
2.PASSIVE MEANS THE DESIGN EXCLUDES THE ACTIVE PORTIONS OF
THE SYSTEM - ie ALARM(S) & FAN(S) THAT MAY BE REQUIRED TO
CREATE AN ACTIVE SYSTEM.
3.THE OWNER WILL HIRE A RADON SPECIALIST TO TEST THE PROJECT
PRE OCCUPANCY BUT AFTER SUBSTANTIAL COMPLETION.
4.THE OWNER'S SUB CONTRACTOR SHALL REVIEW, ANALYZE AND
DESIGN AS WELL AS PROVIDE AND INSTALL THE ACTIVE PORTIONS
OF THE SYSTEM IF LEVELS ARE FOUND TO WARRANT AN ACTIVE
SYSTEM IS REQUIRED. THEREFORE, FINAL FAN(S) & ALARM(S)
INSTALLATION SHALL BE COMPLETED BY A LICENSED RADON
SPECIALIST AND SHALL BE HIRED BY THE OWNER AS AN
INDEPENDENT CONTRACTOR.
5.GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER THE
TIMING IN WHICH THIS SPECIALIST IS ALLOWED ON SITE. ALL
INFRASTRUCTURE WORK SHALL BE INSTALLED PER THE EPA
INSTRUCTION. SEE EPA RADON SYSTEM DETAIL ON A0.2. GENERAL
CONTRACTOR TO COORDINATE ALL TRADES REQUIRED FOR PROPER
INSTALLATION OF PIPING, FANS, ETC.
RADON: PASSIVE SYSTEM
NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR
EMERGENCY RESPONDERS WITHIN THE BUILDING BASED ON THE
EXISTING COVERAGE LEVELS OF THE PUBLIC SAFETY
COMMUNICATION SYSTEMS UTILIZED BY THE JURISDICTION,
MEASURED AT THE EXTERIOR OF THE BUILDING.
-IF MEASUREMENTS DICTATE THAT A SYSTEM IS
REQUIRED, PURSUANT TO IFC SECTIONS 105.7.6 AND
510.3, A CONSTRUCTION PERMIT FOR THE INSTALLATION
OF AN EMERGENCY RESPONDER RADIO COVERAGE
SYSTEMS, AND RELATED EQUIPMENT, SHALL BE
OBTAINED FROM THE FIRE DISTRICT PRIOR TO
COMMENCEMENT OF THE SYSTEM INSTALLATION.
-PURSUANT TO IFC SECTION 510.4, SYSTEMS,
COMPONENTS, AND EQUIPMENT REQUIRED TO PROVIDE
THE EMERGENCY RESPONDER RADIO COVERAGE
SYSTEM SHALL COMPLY WITH IFC SECTIONS 510.4.1
THROUGH 510.4.2.8, I.E., SYSTEM DESIGN TO PROVIDE
THE NECESSARY SIGNAL STRENGTHS, STANDBY POWER,
SYSTEM MONITORING, ETC.
*****GC & OWNER WILL BE REQUIRED TO SUB
CONTRACT THAT WORK OUTSIDE OF THE BUILDING DESIGN
TEAM. THERE WILL BE INFRASTRUCTURE WORK THAT WILL
BE REQUIRED AND THE TEST WILL BE TYPICALLY
PERFORMED AFTER DRYWALL IS INSTALLED. IF FOUND TO
HAVE INCOMPLETE SIGNAL STRENGTH, DEVICES MAY BE
REQUIRED TO COMPLETE THE PROPER STRENGTH REQUIRED
FOR EMERGENCY RESPONDERS. THE AHJ SHALL ALSO BE A
PART OF THIS TESTING AND BE NOTIFIED*****
EMERGENCY RESPONDER RADIO
COVERAGE REQUIREMENTS:
·PROVIDE FIRE FIGHTING CAPABILITY PER THE CITY OF BOZEMAN REQUIREMENTS.
·PROVIDE EMERGENCY ACCESS TO STRUCTURES UNDER CONSTRUCTION PER THE CITY OF
BOZEMAN
ACCESS DURING CONSTRUCTION
DESIGN LIVE LOADING
IBC TABLE 1607.1
DECK LIVE (SNOW) LOAD: 46 PSF (PG)
SNOW LOAD
ASCE 7 TABLE 7.2-4 FOR MONTANA
GROUND SNOW LOAD: 46 PSF (PG)
ROOF SNOW LOAD: 41 PSF (PM)
ARM 24.301.146 (23) SUBSECTION 1608.2 IS DELETED - "SNOW LOADS FOR STRUCTURAL DESIGN IN
MONTANA", CIVIL ENGINEERING DEPARTMENT, MONTANA STATE UNIVERSITY, 2004 REVISED
EDITION.
IBC SECTION 1507.1.2 ICE BARRIER REQUIRED.
FROST DEPTH
ONE STORY: 36" (INCHES) MINIMUM BOTTOM OF THE FOOTING
TWO STORY: 48" (INCHES) MINIMUM BOTTOM OF THE FOOTING
BASIC DESIGN WIND SPEED (3-SECOND GUST)
WIND SPEED: 115 MPH
USING IBC FIGURES 1609.3(1), 1609.3(2), 1609.3(3), AND 1609.3(4). EXPOSURE CATEGORY PER IBC
SECTION 1609.4
SEISMIC DESIGN CATEGORY: D
USE THIS BASIC PROCEDURE TO DETERMINE THE SEISMIC DESIGN CATEGORY:
DETERMINE THE MAPPED MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE
ACCELERATION AT SHORT PERIODS(SS) AND AT 1-SECOND PERIOD (S1), FOR THE SITE LOCATION
FROM IBC FIGURES 1613.2.1(1) THROUGH 1613.2.1(8)
DETERMINE THE (SOIL) SITE CLASS IN ACCORDANCE WITH ASCE 7
DETERMINE THE SITE COEFFICIENTS FA AND FV FROM IBC TABLES 1613.2.3(1) AND 1613.2.3(2),
RESPECTIVELY
DETERMINE THE 5-PERCENT DAMPED DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT
PERIODS (SDS) AS FOLLOWS:
SDS = (2/3)(SMS)
SD1 = (2/3)(SM1)
DETERMINE THE SEISMIC DESIGN CATEGORY AS PRESCRIBED BY TABLES 1613.2.5(1) AND
1613.2.5(2). THE HIGHEST OF THE SEISMIC DESIGN CATEGORIES FROM THE TWO TABLES IS THE
CATEGORY ASSIGNED
GEOTECHNICAL (SOILS)
SITE-SPECIFIC GEOTECHNICAL ANALYSIS REQUIRED AT PERMIT APPLICATION
FINAL OBSERVATION REPORT SUBMITTED PRIOR TO FOOTING INSPECTION
2021 IBC BASIC DESIGN CRITERIA
BLOWER DOOR TESTING REQMT:
1.CITY OF BOZEMAN REQUIRES 25% OF THE TOTAL NUMBER OF UNITS TO BE
TESTED ON EACH UNIT TYPES AND VARIED LOCATIONS IN THE BUILDING(S)
2.THIS IS A LIHTC PROJECT THAT PER THE QUALIFIED ALLOCATION PLAN, IN
THE STATE OF MONTANA REQUIRES 50% OF THE UNITS TO BE BLOWER DOOR
TESTED. THIS PROJECT WILL TEST 50% OF THE TOTAL NUMBER OF UNITS
PER THE OWNERS CONSULTANT.
SITE PLAN PACK - 8/1/2025
ARCHITECTURAL SHEETS ONLY
COVER SHEET
ARCHITECTURAL DRAWINGS
A0.0a
A0.0b
A1.1
A1.2
A1.3
A1.4
A2.1a
A2.1b
A2.2a
A2.2b
A2.3a
A2.3b
A2.4a
A2.4b
A2.5
A2.6a
A2.6b
A2.7a
A2.7b
A2.8a
A2.8b
A2.9a
A2.9b
A2.10
A3.0A
A3.1A
A3.2A
A3.3A
A3.0B
A3.1B
A3.2B
A3.3B
A3.4B
A3.5B
A3.6
A3.7
A3.8
A3.9
PROJECT REQUIREMENTS & BUILDING FLOOR-AREAS
ARCHITECTURAL SITE PLAN
SITE DETAILS - TRASH ENCLOSURE
SITE DETAILS - RAMPS, RAILS, STAIRS, AND MAILBOXES
SITE DETAILS - MAILBOX PEDESTALS ENLARGED PLAN
BUILDING A FIRST FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING A FIRST FLOOR PLAN - DIMENSIONS
BUILDING A SECOND FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING A SECOND FLOOR PLAN - DIMENSIONS
BUILDING A THIRD FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING A THIRD FLOOR PLAN - DIMENSIONS
BUILDING A FOURTH FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING A FOURTH FLOOR PLAN - DIMENSIONS
BUILDING A ROOF PLAN - DIMENSIONS & TAGS
BUILDING B FIRST FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING B FIRST FLOOR PLAN - DIMENSIONS
BUILDING B SECOND FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING B SECOND FLOOR PLAN - DIMENSIONS
BUILDING B THIRD FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING B THIRD FLOOR PLAN - DIMENSIONS
BUILDING B FOURTH FLOOR PLAN - TAGS & ANNOTATIONS
BUILDING B FOURTH FLOOR PLAN - DIMENSIONS
BUILDING B ROOF PLAN - DIMENSIONS & TAGS
BUILDING A FAÇADE TRANSPARENCY CALCULATIONS
BUILDING B FAÇADE TRANSPARENCY CALCULATIONS
BUILDING A EXTERIOR ELEVATIONS
BUILDING A EXTERIOR ELEVATIONS
BUILDING A EXTERIOR 3D IMAGES
BUILDING B EXTERIOR ELEVATIONS
BUILDING B EXTERIOR ELEVATIONS
BUILDING B EXTERIOR ELEVATIONS
BUILDING B EXTERIOR ELEVATIONS
BUILDING B EXTERIOR 3D IMAGES
EXTERIOR 3D RENDERINGS
EXTERIOR 3D RENDERINGS
EXTERIOR 3D RENDERINGS
EXTERIOR 3D RENDERINGS