Attachment 4 Stanford Bunkhouse Drawings Signed.pdf
PDF 17 MB Posted
- Attached to
- GAOA JMRD Stanford Bunkhouse
- Solicitation number
- 1240LU25R0020
- Issued by
-
Department of Agriculture Forest Service
About this file
These architectural and engineering drawings detail the design for the Stanford Bunkhouse, a new facility for the Helena-Lewis and Clark National Forest's Judith-Musselshell Ranger District located in Judith Basin, Montana. The 1,980 square foot single-story building is designed as a seasonal bunkhouse to accommodate 8 forest service employees and potential wildland firefighters, featuring 8 individual bedrooms, 2 full bathrooms (1 ADA compliant), a communal kitchen, dining and living area. The Type V-B wood-framed construction includes steel lap siding, a standing seam metal roof, and is designed to meet 2021 International Building Code requirements for an R-3 occupancy. The comprehensive set of drawings includes architectural, structural, mechanical, plumbing, and electrical plans, with detailed specifications for materials, insulation, electrical systems, and accessibility features.
The project includes specific design considerations for environmental and operational efficiency, such as R-49 ceiling insulation, mini-split heat pump systems for heating and cooling, electric baseboard heaters, a heat recovery ventilator, and energy-efficient LED lighting. The building is situated on a 5.487-acre lot with a concrete slab foundation and is designed to provide functional, comfortable living quarters for forest service personnel. The drawings were prepared by Mosaic Architecture and Morrison-Maierle, Inc., with a 100% construction document set dated February 21, 2024, indicating the project is in the final design stages and preparing for construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Questions and Answers.pdf | ||
| Attachment 2 Section C Statement of Work.docx | DOCX document | |
| 1240LU25R0020 Stanford Bunkhouse Solicitation.pdf | ||
| Attachment 1 Schedule of Items.docx | DOCX document | |
| Attachment 3 Specifications.pdf | ||
| Attachment 5 Wage Determination.pdf |
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Text version
PROJECT LOCATION
OWNER: USDA FOREST SERVICE
GENERAL DELIVERY
STANFORD, MT 59479
STREET ADDRESS: 2ND AVE N, STANFORD, MT 59479
LEGAL DESC: S17, T16 N, R12 E, BLOCK 001, LOT 001
GEOCODE: 36-2568-17-1-01-99-0000
PROPERTY INFORMATION
ZONING DISTRICT: N/A
LOT AREA: 5.487 ACRES
BLDG FOOTPRINT: 2,000 SF
DESCRIPTION: NEW BUNKOUSE
@ at A.B. anchor bolt A/C air conditioning ACC PNL access panel ACOUST acoustical ACT acoustical ceiling tile AD area drain ADJ adjacent AFF above finished floor AIB air infiltration barrier ALT alternate ALUM aluminum ANOD anodized APPROX approximate ARCH architect AUTO automatic BBD bulletin board BD board BITUM bituminuous BL building line BLDG building BLK block BLKG blocking BM beam/bench mark BO by owner B.O. bottom of BOT bottom BRG bearing BSBD baseboard BOT bottom BTWN between B.O.W. bottom of wall BU built up CAB cabinet CAP capacity CB catch basin CL centerline C.B. catch basin C.C. center to center CDX exterior grade plywood C.T. ceramic tile CG corner guard CH channel CI cast iron/cubic inches CJ control joint CLG ceiling C.L.L. contract limit line CL center line CLR clear CMU concrete masonry unit CO clean out COL column CONC concrete COND condition CONF conference CONN connection CONST construction CTRD centered CONT continuous CONTR contractor CORR corridor CPT carpet CT ceramic tile CUH cabinet unit heater CW curtain wall system CY cubic yard DBL double DEPT department DF drinking fountain DIA diameter DIAG diagonal DIM dimension DISP dispenser DN down DR door DWR drawer DS downspout DTL detail DWG drawing E east EA each EIFS exterior insulation finish system E.J. expansion joint EL/ELEV elevation - height/elevator ELEC electrical ENCL enclosure EO electrical outlet EP electrical panel EQ equal EQUIP equipment EWC electrical water cooler EWH electrical water heater (E)/EXIST existing EWC electrical water cooler EWH electrical water heater EXH exhaust EXP expansion EXT exterior EWA/EW exterior wall assembly
ABBREVIATIONS:
FA fire alarm/floor-ceiling assembly FABR fabricate FAH fire alarm horn FAS fire alarm station FD floor drain FDN/FND foundation FE fire extinguisher FEC fire extinguisher cabinet FF finished floor FFHB frost free hose bib FG finish grade FH fire hydrant FIN. FLOOR top of floor sheathing FIN finish FIO furnished and installed by owner FIX/FXTR fixture F.O. face of FLR/FL floor FLUOR fluorescent FND feminine napkin dispenser/disposal FOC face of concrete FOF face of finish FOIC furnished by owner and installed by FOS face of stud FOW face of wall FT foot or feet FTG footing GA gauge GB grab bar GALV galvanized G.C. general contractor GEN general GFRG glass fiber reinforced gypsum GI galvanized iron GL glass GLU LAM or G.L.B. glue laminated beam GRD grade/grid GWB gypsum wall board GYP gypsum HB hose bib HC hollow core/handicapped HD BD Hard board HDR header HOR horizontal HP high point HR hour HT height HTG heating HVAC heating, ventilation, air conditioning HW hot water IN inch INCL included INFO information INSUL insulation INT interior IWA/IW interior wall assembly JAN janitor JST joist JT joint LAV lavatory LF lineal foot LTG lighting M men's MAT material MAX maximum MECH mechanical MDF medium density fiber board MEMB membrane MEZZ mezzanine MFR manufacturer MH man hole MIN minimum MIRR mirror MISC miscellaneous MO masonry opening MTL metal MULL mullion N north NA not applicable NIC not in contract NO number NTS not to scale OFCI owner furnished/contractor installed OC on center OD outside diameter OH overhead/opposite hand OPNG opening OPP opposite PART.BD. particle board PART’N partition PC precast concrete PFM prefinished metal PL plate P.LAM plastic laminate PLWD plywood PNL panel PR pair PSL parallel strand lumber
PT point PTD paper towel dispenser PTD/R paper towel dispenser/receptacle PVMT pavement PVC polyvinylchloride QTY quantity R/RAD radius R riser RA roof/ceiling assembly RB rubber base RD roof drain RE regarding REF reference REF refrigerator REINF reinforcing REQD required RES resilient RM room RO rough opening RV roof vent R&S rod and shelf S south SACT suspended acoustical ceiling tile SC solid core SCD seat cover dispenser SCHED schedule SD soap dispenser SECT section SF square feet SGL safety glass/single SHT sheet SHTG sheathing SHWR shower SIM. similar S.I.P. structural insulated panel SLNT sealant SOG slab on grade SPEC specifications S.S. stainless steel SS service sink SSM solid surface material STD standard STF store front STL steel STOR storage STRUCT structural SUBFLR subfloor SUSP suspended SV sheet vinyl SY square yard T tread/thermostat TB towel bar TEL telephone TEMP temperature T&G tongue and groove THK thick THRU through TJI Truss Joist Incorporated T.O. top of T.O.B. top of beam TOC top of concrete T.O.P. top of plate T.O. FTG top of footing T.O.S. top of steel T.O. SL. top of slab T.O.W. op of wall TPD toilet paper dispenser TR tread TS tubular steel TV television TYP typical UG underground UNO unless noted otherwise UR urinal VAC vacuum outlet VAR varies VB vapor barrier VCT vinyl composition tile VERT vertical VEST vestibule VFY verify VT vinyl tile VWC vinyl wall covering W west/women/width W/ with W/O without WC water closet WD wood W/D washer/dryer WH water heater WNDW indow WP waterproof WR water resistant WRB weather resistive barrier WT weight WWF welded wire fabric WWM welded wire mesh X by YD yard
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Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
COVER
A11.22.2024
100% CONSTRUCTION SET
ARCHITECTURAL DRAWINGS
A1 COVER
A2 GENERAL INFORMATION / TYPICAL ASSEMBLIES
A3 CODE INFORMATION
A4 FLOOR, ROOF & RCP PLANS, FINISH SCHEDULE
A5 DOOR & WINDOW SCHEDULES, DETAILS
A6 BUILDING ELEVATIONS
A7 BUILDING SECTIONS
A8 EXTERIOR DETAILS
A9 INTERIOR ELEVATIONS
A10 INTERIOR DETAILS
SHEET INDEX
STANFORD BUNKHOUSE
MOSAIC ARCHITECTURE, P.C.
428 N. LAST CHANCE GULCH
HELENA, MT 59601
(406) 449-2013 CONTACT: Matt Aune matta@mosaicarch.com
CONTACT: Katie O'Neill katie@mosaicarch.com
MORRISON-MAIERLE, INC.
1055 MOUNT AVENUE
MISSOULA, MT 59801
(406) 542-8880
CONTACT: MARIA CHESNUT, PE
EMAIL: mchesnut@m-m.net
ARCHITECT:
STRUCTURAL ENGINEERING:
MECHANICAL/PLUMBING ENGINEERING:
CIVIL ENGINEERING:
ELECTRICAL ENGINEERING:
PROJECT DIRECTORY
VICINITY MAP
MORRISON-MAIERLE, INC.
1055 MOUNT AVENUE
MISSOULA, MT 59801
(406) 542-8880
CONTACT: LUKASH HOFF-PRUSS, PE
EMAIL: lhoffpruss@m-m.net
GREAT WEST ENGINEERING
702 2ND ST S #2,
GREAT FALLS, MT 59405
(406) 952-1109
CONTACT: JOSH SOMMER, PE
EMAIL: jsommer@greatwesteng.com
MORRISON-MAIERLE, INC.
1055 MOUNT AVENUE
MISSOULA, MT 59801
(406) 542-8880
CONTACT: ARIAN BLOOMFIELD, PE
EMAIL@djonston@m-m.net
STRUCTURAL DRAWINGS
S1 GENERAL NOTES
S2 SPECIAL INSPECTIONS, ABBREVS, LEGEND & SYMBOLS
S3 TYPICAL CONCRETE DETAILS
S4 TYPICAL WOOD DETAILS
S5 STRUCTURAL PLANS
MECHANICAL DRAWINGS
M1 MECHANICAL COVER SHEET
M2 MECHANICAL PLANS
M3 MECHANICAL DETAILS
M4 MECHANICAL SCHEDULES
M5 MECHANICAL SCHEDULES
PLUMBING DRAWINGS
P1 DWV PLUMBING PLANS
P2 DOMESTIC PLUMBING PLANS
P3 PLUMBING DETAILS
P4 PLUMBING DETAILS
P5 PLUMBING SCHEDULES
ELECTRICAL DRAWINGS
E1 SYMBOLS AND ABBREVIATIONS
E2 ELECTRICAL SERVICE ROUTING
E3 ELECTRICAL PLANS
E4 DETAILS I
E5 DETAILS II
E6 SCHEDULES I
E7 SCHEDULES II
HELENA-LEWIS AND CLARK NATIONAL FOREST
JUDITH-MUSSELSHELL RANGER DISTRICT
JUDITH BASIN, MONTANA
CIVIL DRAWINGS
C1.01 EXISTING SITE PLAN
C1.02 PROPOSED SITE PLAN
C1.03 DETAIL SHEET
reidstovall Line reidstovall Line reidstovall Line reidstovall Line
1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS.
EXISTING DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED.
2. REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTIONS AND REQUIREMENTS OF
CONSTRUCTION.
3. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES, PROVIDE ON-SITE
SUPERVISION AND BE RESPONSIBLE FOR COMPLIANCE WITH ALL SAFETY PRECAUTIONS, CODES
AND REGULATIONS.
4. PROTECT EXISTING UTILITIES, SITE IMPROVEMENTS AND PLANTING TO REMAIN.
5. PATCH ANY SURFACES DAMAGED DURING CONSTRUCTION. SURFACES ARE TO BE PATCHED
FLUSH WITH EXISTING. MATCH EXISTING ADJACENT FINISH OR APPLY NEW FINISH AS
SCHEDULED.
6. PROVIDE SOLID BACKING FOR ALL WALL-MOUNTED ITEMS.
7. IN GENERAL, REPETITIVE DETAILS DRAWN ARE SHOWN IN FULL ONLY ONCE. REPETITIONS MAY
NOT BE COMPLETE IN EVERY DETAIL AS SHOWN IN THE ORIGINAL DETAIL.
8. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.
9. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUBFLOOR UNLESS NOTED OTHERWISE.
10. WHERE COLUMNS AND STUD WALLS ALIGN, GYPSUM BOARD TO BE CONTINUOUS OVER
COLUMNS OR BOXED AROUND COLUMN IF COLUMN PROJECTS BEYOND WALL.
11. BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITION OR AREA OF FINISH THAT IS IN
QUESTION OR NOT NOTED.
12. SEAL ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS WITH A FIRE RATING EQUIVALENT
TO THE CONSTRUCTION PENETRATED AND PER DETAILS AND SPECIFICATIONS.
13. DUST BARRIERS MUST BE INSTALLED WHEREVER NEW WORK IS ADJACENT TO OCCUPIED
AREAS. BARRIERS MUST BE SEALED TO INSURE NO DUST TRANSMISSION TO OCCUPIED SPACES.
14. COORDINATE LAYOUT, CLEARANCES, PENETRATIONS, BACKING AND FASTENERS WITH WORK TO
FOLLOW.
15. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN DIAGRAMMATICALLY ARE
INTENDED TO INDICATE CAPACITY, SIZE AND LOCATION AND GENERAL ARRANGEMENTS. ALL
NECESSARY FEATURES OF RELATED CONSTRUCTION WILL BE REQUIRED AS IF SHOWN IN
DETAIL.
16. WHERE MECHANICAL AND ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT
FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.
17. PROVIDE SUFFICIENT STUD DEPTH TO CONCEAL MECHANICAL AND ELECTICAL WORK IN WALLS.
18. PROVIDE ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO COMPLETE THE
WORK.
19. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW
MINOR DETAILS OF PROPOSED INSTALLATIONS. THE INCLUSION OF THESE MINOR DETAILS IS
IMPLIED TO PROVIDE A COMPLETE PROJECT AND ARE TO BE INCLUDED AS A PART OF A BID.
20. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.
21. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND
SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL
CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT.
22. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES AND
SITE CLEAN.
23. THE CONTRACTOR SHALL PROVIDE ALL CEILING AND/OR WALL ACCESS PANELS/DOORS AS
REQUIRED BY THE AIR CONDITIONING, PLUMBING & ELECTRICAL SYSTEMS, PROVIDE APPROVED
ASSEMBLIES W/ SELF-CLOSING DEVICES IN RATED CONSTRUCTION. (PAINT TO MATCH
ADJACENT WALL COLOR)
24. ELECTRICAL OUTLETS AND LIGHTING ARE ONLY SHOWN ON ARCHITECTURAL "A" SHEETS WHERE
PLACEMENT OF SUCH IS CRITICAL TO PARTICULAR AESTHSTICS. SEE ELECTRICAL DRAWINGS
FOR ALL ELECTRICAL AND DATA FEATURES.
DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A COMPLETE SET FOR BIDDING
AND CONSTRUCTION. INDIVIDUAL SECTIONS OF DRAWINGS SHOULD NOT BE SEPARATED FROM
THE ENTIRE SET. IMPORTANT NOTES FOR ONE AREA OF WORK MAY BE INCLUDED IN OTHER
AREAS IN THE DRAWINGS. ALL CONTRACTORS AND SUPPLIERS MUST REVIEW ENTIRE DRAWING
SET AND SPECIFICATIONS.
GENERAL NOTES:
1. WALL TYPE CONSTRUCTION IS CONTINUOUS FROM SLAB TO ROOF FRAMING ABOVE
UNLESS INDICATED OTHERWISE.
2. WALLS ARE CONTINUOUS OVER DOORS AND WINDOWS UNLESS NOTED OTHERWISE.
3. IF A WALL TYPE IS NOT INDICATED, PROVIDE WALL TYPE OF MOST SIMILAR CONDITION -
VERIFY WITH ARCHITECT.
4. IN CASES OF CONFLICT BETWEEN SECTIONS AND WALL TYPES, CLARIFY WITH ARCHITECT
PRIOR TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST EXPENSIVE
CONDITION FOR BIDDING PURPOSES.
5. STRUCTURAL NOTES, SPECIFICATIONS, STUD GAUGE NOTATIONS ETC. TAKE PRECEDENCE
OVER ARCHITECTURAL WALL TYPES.
6. FOR LIGHT GAUGE (NON-STRUCTURAL) METAL FRAMING, PROVIDE MIN. 22 GAUGE STUDS
UNLESS THE CONTRACTOR CAN PROVIDE MANUFACTURER'S DATA SUPPORTING LIGHTER
GAUGE STUDS BASED ON HEIGHT AND FINISH MATERIALS.
7. ALL VOIDS IN EXTERIOR WALLS - INCLUDING IN NON-VISIBLE LOCATIONS - TO BE FILLED
TIGHT WITH INSULATION. SMALL CRACKS AND VOIDS TO BE CAULKED OR SPRAY-FOAMED
FOR TIGHT SEAL.
8. ALL EXTERIOR WALLS TO RECEIVE VAPOR BARRIER UNDER INTERIOR FINISH. ALL SEAMS
OF VAPOR BARRIER MUST BE TAPED/SEALED TIGHT AND ALL JOINTS MUST BE
TAPED/SEALED TIGHT WITH MATERIALS AND METHODS APPROVED BY VAPOR BARRIER
MANUFACTURER.
9. TYPE "X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT. PROVIDE WATER-RESISTANT
TYPE "X" GYPSUM BOARD AT WET AREAS (WALLS AT SINKS, URINALS & WATER CLOSETS),
AND TILE BACKER BOARD TYPE "X" ON ALL WALLS WITH TILE.
10. ALL WALLS INDICATED AS "SOUND WALLS" TO FOLLOW ALL SOUND WALL INSTALLATION
DETAILS AND STANDARD PRACTICES. SEE ACOUSTIC BATT & SHEAR PANEL PLAN.
11. PROVIDE BACK ROD AND CAULKING JOINT AT CONNECTION/ABUTMENT OF ALL
DISSIMILAR MATERIALS.
12. PROVIDE CORNER BEADS AT ALL EXTERNAL GYPSUM BOARD CORNERS.
13. PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL BE
PROTECTED AS REQUIRED IN IBC SECTION 714.
14. PROVIDE FIRE, SMOKE AND CEILING RADIATION DAMPERS AT DUCT PENETRATIONS AND
AIR TRANSFER OPENINGS IN FIRE RATED ASSEMBLIES PER IBC SECTION 717.
GENERAL WALL NOTES
5/8" TYPE X GYP BOARD
2X4 @ 16" O.C.
5/8" TYPE X GYP BOARD
FIBERGLASS SOUND
BATTS
i1
NON-RATED 2X4 WALL
i2
5/8" GYP BOARD
2X6 STUD @ 16" OC
5/8" GYP BOARD
NON-RATED 2X6 WALL
FIBERGLASS SOUND
BATTS
INTERIOR WALL TYPES
NOTES:
1. SEE STRUCTURAL FOR SHEAR WALL PANEL & FASTENING REQUIREMENTS.
2. ADD 1/2" PLYWOOD SHEATHING TO BOTH SIDES OF WALLS THAT ARE PARTIAL
HEIGHT AND DO NOT REACH THE ROOF STRUCTURE ABOVE.
3. SEE STRUCTURAL FOR ADDITIONAL INFORMATION FOR ALL WALL TYPES
4. WALL ASSEMBLIES DO NOT SHOW FINISHES. SEE FINISH SCHEDULES AND WALL
ELEVATION VIEWS FOR COMPLETE DESCRIPTION AND EXTENT OF FINISHES.
STRUCTURAL SHEATHING
(WHERE OCCURS) SEE
STRUCTURAL FOR LOCATIONS,
TYPE & NAILING
5/8" TYPE X GYP BOARD
2X4 @ 16" O.C.
5/8" TYPE X GYP BOARD
FIBERGLASS SOUND
BATTS
i1s
NON-RATED 2X4 WALL -STC RATED
2X4 @ 16" O.C.
5/8" GYP BOARD
FIBERGLASS SOUND
BATTS
i3
2X4 FURR WALL
NOTE: SEE STRUCTURAL FOR ADDITIONAL INFORMATION FOR ALL WALL TYPES.
EXTERIOR WALL TYPE
INTERIOR
EXTERIOR
PREFINISHED STEEL LAP SIDING
VAPOR BARRIER
2X6 WOOD STUDS PER STRUCTURAL
SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER -
TAPE ALL SEAMS
5/8" GYP. BD.
1", R-5 (MIN.) RIGID INSULATION
FIRE BLOCKING - MAX. SPACING
10'-0"
R-21 BATT INSULATION
EXTR STEEL SIDING / WD STUDS
e1
SCALE
BUILDING SECTIONS
WALL SECTIONS
EXTERIOR ELEVATION
DETAIL CALLOUT
INTERIOR ELEVATION
DOOR NUMBER
WINDOW TYPE
ROOM NAME, NUMBER, AND
AREA
GRID LINES:
LETTERS LEFT TO RIGHT
NUMBERS TOP TO BOTTOM
WALL TYPE
ELEVATION TAG, FLOOR = 100' - 0"
REFERENCE SYMBOLS:
DRAWING TITLE
STOREFRONT/CURTAINWALL
CALLOUT
TEXT INDICATES STOREFRONT
SYSTEM:
iSF = INTERIOR STOREFRONT
SF = EXTERIOR STOREFRONT
CW = CURTAINWALL
FIRE EXTINGUISHER, SEE CODE PLANS
SHEET
NUMBER
DRAWING
NUMBER
SHEET
NUMBER
DRAWING
NUMBER
SHEET NUMBER
DRAWING
NUMBER
SHEET
NUMBER
DRAWING
NUMBER
SHEET NUMBER
DRAWING NUMBER
FE
FE
WITH CABINET
WALL-HUNG, NO
CABINET
ROOF TYPE
-SEE ELEVATIONS FOR HEIGHTS
"SIM" INDICATES SIMILAR
CONDITION; SEE NOTES
FLOOR TYPE
A7-14
A3-8
A5-2
VIEW NAME
1/8" = 1'-0"
A
Room name
A
101A
A1-1
A1-1
FA1
Name
Elevation
RA1
SIM
cw1 i1
1. THE GENERAL CONDITIONS TO THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS:
DOCUMENT A-201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS HEREINAFTER
REFERRED TO AS THE "GENERAL CONDITIONS" RELATES TO THE WORK OF THIS PROJECT AND IS
HEREBY MADE A PART OF THE CONTRACT AS THOUGH FULLY CONTAINED IN THESE
SPECIFICATIONS.
2. CONTRACT DOCUMENTS INCLUDE THE ARCHITECT'S DRAWINGS, SPECIFICATIONS, GENERAL
CONDITIONS, AGREEMENT (BUILDING CONTRACT) AND ALL ADDENDA. THEY ARE TO INCLUDE
ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR THE PROPER EXECUTION OF THE
WORK EXCEPT AS MAY BE SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR FOR WHICH
SEPARATE PRICES MAY BE ASKED IN THE BID PROPOSAL.
3. REGULATIONS, TAXES AND PERMITS: THE WHOLE OF THE WORK IS TO BE EXECUTED IN STRICT
ACCORDANCE WITH THE REGULATIONS AND CODES OF THE GOVERNMENTAL AGENCIES WHOSE
JURISDICTION IS APPLICABLE.
GENERAL CONDITIONS:
ROOF/CEILING ASSEMBLY
ROOF ASSEMBLY
RA1
MIN. R-49 LOOSE-FILL
CELLULOSE INSULATION
STANDING SEAM METAL ROOFING
W/ CONCEALED FASTENERS
ROOF SHEATHING PER STRUCTURAL
PRE-ENGINEERED ROOF TRUSSES -
SOLID BLOCKING AT EACH TRUSS
BAY
ROOFING UNDERLAYMENT:
• ICE AND WATER SHIELD AT
EAVE EDGES TO 24" INSIDE
EXTERIOR WALL LINE.
• COATED WOVEN SYNTHETIC
UNDERLAYMENT AT BALANCE
OF ROOF
1 PERM MAX VAPOR RETARDER
5/8" TYPE X GYPSUM BOARD - PAINT
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Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
GENERAL INFORMATION /
TYPICAL ASSEMBLIES
A21.22.2024
100% CONSTRUCTION SET
TYPICAL ASSEMBLIES
WH
D ry e r
W a s h e r
F R
E E
Z E
R N
.I .C
SUMMARY CODE REVIEW
SEE CODE PLAN, THIS SHEET
OCCUPANCY CLASSIFICATION:
Main Floor: R-3
Congregate living facilities (nontransient) with 16 or fewer occupants
TYPE OF CONSTRUCTION: V-B
SPRINKLER SYSTEM: Not required per Montana Code Amendments (24.301.146) (12) An approved automatic sprinkler system installed in accordance with section 903.3 shall be provided in all group R buildings meeting any of the following criteria:
a. 9 or more transient guests or 5 or more transient guestrooms in R-1 or R-2 occupancies.
b. 9 or more occupants in other than dwelling units.
c. 5 or more dwelling units.
d. More than 2 stories.
PROPOSED SIZE:
1,980 SQFT
Allowable Building Heights and Areas [IBC Table 504.4 & 506.2] Group R-3: Type VB 3 stories (4 stories Sprinklered) UNLIMITED sf
OCCUPANT LOADS:
MAXIMUM FLOOR AREA PER OCCUPANT [Table 1004.5] - Residential use: 200 gross BUILDING OCCUPANT LOAD: 1,980 sf ÷ 200 sf/occ = 10 occupants
BUILDING SUMMARY
Project Description:
Seasonal Bunkhouse for lodging of forest service employees, any remaining bunks will be utilized by wildland firefighters as required. The bunkhouse holds 8 occupants in 8 individual rooms, There are 2 full bathrooms, and 1 half-bath provided, 1 full bath and 1 bedroom being ADA compliant. A communal kitchen, dining and living area are also provided.
EXITING, Main Floor:
EXITS REQUIRED: Occu. load=10 occu. 1 REQUIRED [IBC Table 1006.2.1]
1006.3.3 [4] Group R-3 and R-4 occupancies shall be permitted to have one exit or access to a single exit.
2 PROVIDED.
EXIT ACCESS ARRANGEMENT [IBC §1007.1.1]
1006.3.3.4 Group R-3 and R-4 occupancies shall be permitted to have one exit or access to a single exit.
EGRESS WIDTH: (10 occu) x (0.2 inches per occu)=2 inches [IBC § 1005.3]; Use minimums: 36” min. width at aisles [IBC §1018.3], 32" clear at doors [§1010.1.1], 44" at Corridors and Exit passageway enclosures (36" when occupant load is <50) [§1020.2 ] PROVIDED.
COMMON PATH OF EGRESS TRAVEL [IBC 1006.2.1]
[e] The length of a common path of egress travel shall only apply in a Group R-3 occupancy located in a mixed occupancy building.
EXIT ACCESS TRAVEL DISTANCE [IBC Table 1017.2]:
The exit access travel distance for Group R-3 shall be not more than 125 feet'. [1006.2.2.6] COMPLIES.
CORRIDOR FIRE-RESISTANCE [IBC 1020.1] .
1020.1.2 A fire-resistance rating is not required for corridors contained within a dwelling unit or sleeping unit in an occupancy in Groups I-1 and R.
DEAD ENDS [1020.5]:
When 2 exits required, dead end corridors shall not exceed 20 feet in length. COMPLIES.
EXIT SIGNS [IBC 1013.1]
[1] Exit signs are not required in rooms or areas that require only one exit or exit access.
[3] Exit signs are not required in occupancies in Group U and individual sleeping units or dwelling units in Group R-1, R-2 or R-3.
PORTABLE FIRE EXTINGUISHERS [IBC §906]
NOT REQUIRED IN R-3 OCCUPANCY
PROVIDED: 1 ON MAIN FLOOR
48'
R-3
1970 SF
WHEN A SINGLE 30"X48" CLR FLOOR
SPACE FOR PARALLEL APPROACH IS
PROVIDED BETWEEN TWO BEDS, CLR
SPACE NOT REQ'D ON BOTH SIDES OF
BED, PER ADA 806.2.3 EXCEPTION 1
MIN. NATURAL VENTILATION AREA OF OCCUPIED
SPACES REQ'D (SEC. 1202.5.1) = 4% OF FLOOR
AREA. ALL OCCUPIED SPACES COMPLY;
BATHROOMS ARE MECHANICALLY VENTILATED PER
1202.5.2.1.
MIN. 1 EMERGENCY ESCAPE WINDOW REQ'D IN EACH SLEEPING ROOM. MIN 5
SF CLEAR OPENING FOR GRADE-FLOOR WINDOW; MIN 20" CLR WIDTH, MIN 24"
CLR HEIGHT, MAX 44" SILL HEIGHT (SEC. 1030). WINDOW TYPE 'B' COMPLIES;
ONE PROVIDED IN EA SLEEPING ROOM - SEE FLOOR PLAN
FE
62'
EXIT SIGN TO BE MOUNTED ON WALL ABOVE DOOR- EXIT SIGN NOT
REQUIRED PER R-3 OCCUPANCY BUT REQUESTED AT THIS LOCATION.
ø 5'
-7 ø 5'-7" ø 5 '-7 ø 5'
-7
NONRATED WALL: WITH NO OPENING PROTECTION REQUIRED AT DOORS, WINDOWS,
DUCTS, PENETRATIONS, AND JOINTS UON. SEE WALL TYPES.
1-HOUR FIRE WALL, FIRE BARRIER, FIRE PARTITION, OR SMOKE BARRIER WALL: OR
COMBINATION OF (WHERE OCCURS) CONFORMING TO THE MOST STRINGENT
REQUIREMENTS OF EACH. SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES OF IBC
WALL DESIGNATIONS. ALL WITH FIRE-RESISTIVE OPENING PROTECTION AT DOORS,
WINDOWS, DUCTS (WITH EXCEPTIONS), PENETRATIONS, AND PROTECTION AT JOINTS.
SEE WALL TYPES, DOOR AND WINDOW SCHEDULES, MECHANICAL DRAWINGS,
PENETRATION DETAILS, AND JOINT DETAILS WHERE APPLICABLE.
2-HOUR FIRE WALL OR FIRE BARRIER: OR COMBINATION OF (WHERE OCCURS)
CONFORMING TO THE MOST STRINGENT REQUIREMENTS OF EACH. SEE CODE
ANALYSIS PLANS FOR SPECIFIC NAMES OF IBC WALL DESIGNATIONS. ALL WITH FIRE-
RESISTIVE OPENING PROTECTION AT DOORS, WINDOWS, DUCTS (WITH EXCEPTIONS),
PENETRATIONS, AND PROTECTION AT JOINTS. SEE WALL TYPES, DOOR AND WINDOW
SCHEDULES, MECHANICAL DRAWINGS, PENETRATION DETAILS, AND JOINT DETAILS
WHERE APPLICABLE.
PORTABLE CLASS ABC FIRE EXTINGUISHER IN ADA-COMPLIANT SEMI RECESSED
CABINET
FE
Wmin MINIMUM EGRESS WIDTH (INCHES) BASED ON ACCUMULATIVE NUMBER OF OCCUPANTS
SERVED AT INDICATED EGRESS COMPONENT, PER SECTION 1005.3: .3 INCHES/OCC FOR
STAIRWAYS(NONSPRINKLERED BUILDINGS); .2 INCHES/OCC FOR OTHER EGRESS
COMPONENTS (NONSPRINKLERED BLDGS).
CODE PLAN LEGEND
ACCUMULATIVE OCCUPANT LOAD12
EXIT ACCESS TRAVEL DISTANCE - MAXIMUM 200' FOR 'R' OCCUPANCY W/OUT SPRINKLER
SYSTEM, PER TABLE 1017.2. MAXIMUM DISTANCE FOR EACH STORY SHOWN.
ROOM AREA
OCCUPANT
LOAD
MAX. FLOOR
AREA PER
OCCUPANT
FROM TABLE
1004.5
SF
ROOM NAME
OCCUPANT LOADS FOR FUNCTIONS DESIGNATED NET
FLOOR AREA IN TABLE 1004.5 ARE IDENTIFIED PER
ACTUAL OCCUPIED AREAS.
OCCUPANT LOADS FOR FUNCTIONS DESIGNATED GROSS
FLOOR AREA ARE IDENTIFIED FOR ENTIRE AREA OF THE
FUNCTION W/ DEDUCTIONS ONLY FOR AREA OF EXTERIOR
WALLS, VENT SHAFTS AND INTERIOR COURTS.
EXIT SIGN W/ INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS,
EVERY 100' IN CORRIDORS, AND IN SPACES WHERE 2 MEANS OF EGRESS ARE
REQUIRED PER S §1006. SEE ELECTRICAL DRAWINGS. (W/ POCHE IN QUADRANT
INDICATING "EXIT" TEXT SIDE OF SIGN.) SIGNS SHOWN IN CORRIDORS ARE CEILING
HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. EXIT SIGNS ARE NOT REQUIRED IN
ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS, NOR WITHIN
INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R-3.
(CHAPTER 6) CONSTRUCTION TYPE V-B; GROUP R-3 OCCUPANCY
BUILDING ELEMENT
TABLE 601 STRUCTURAL FRAME
RATING
0 HR
TABLE 705.5 EXTERIOR BEARING WALLS: FIRE SEP <5' 1 HR - N/A
TABLE 601 INTERIOR BEARING WALLS 0 HR
TABLE 705.5 EXTERIOR NONBEARING WALLS: FIRE SEP <5' 1 HR - N/A
TABLE 601 FLOORS 0 HR
EXTERIOR BEARING WALLS: FIRE SEP <10' 0 HREXTERIOR BEARING WALLS: FIRE SEP ≥10' 0 HR
EXTERIOR NONBEARING WALLS: FIRE SEP ≥5',<10' 1 HR - N/A
TABLE 601 ROOFS 0 HR
EXTERIOR BEARING WALLS: FIRE SEP ≥5',<10' 1 HR - N/A
EXTERIOR NONBEARING WALLS: FIRE SEP ≥10' 0 HR
MAXIMUM AREA OF EXTERIOR OPENINGS
(CHAPTER 7) MAXIMUM AREA OF EXTERIOR OPENINGS PER TABLE 705.8: NONSPRINKLERED
EAST WALL - SEPARATION ≥30 FT
UNPROTECTED NO LIMIT
PROTECTED NO LIMIT
FIRE-RESISTANCE RATING REQUIREMENTS
TYPE OF CONSTRUCTION
WEST WALL - SEPARATION ≥30 FT
UNPROTECTED NO LIMIT
PROTECTED NO LIMIT
NORTH WALL - SEPARATION ≥30 FT
UNPROTECTED NO LIMIT
PROTECTED NO LIMIT
SOUTH WALL - SEPARATION ≥25 FT
UNPROTECTED 70% - COMPLIES
PROTECTED NO LIMIT
PLUMBING FIXTURE COUNTS
(PER ADMINISTRATIVE RULES OF MONTANA 24.301.351)
FIXTURE TYPE
WC, MALE:
WC, FEMALE:
FIXTURES
REQUIRED
1:10 1:10
DO
RM
IT
O
RI
ES
NO.
OCC.
TOTAL
REQUIRED
FIXTURES
PROVIDED
1 WC
1 WC
+1 WC UNISEX
*PER ADMINISTRATIVE RULES OF MONTANA 24.301.351FOOTNOTE M, WHERE URINALS ARE PROVIDED, NOT WITHSTANDING THE REQUIRED URINAL IN FOOTNOTE G ABOVE, ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED, EXCEPT THE NUMBER OF WATER CLOSETS IN SUCH CASES SHALL NOT BE
REDUCED TO LESS THAN ONE-HALF OF THE MINIMUM SPECIFIED.
LAVS, MALE:
LAVS, FEMALE:
DF:
1:10 1:10
N/A
+1 UNISEX
OCCUPANT LOAD = 8
BATH/SHOWER, MALE:
BATH/SHOWER, FEMALE:
1:8 1:8
THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES ADOPTED BY THE
USDA FOREST SERVICE & STATE OF MONTANA:
2021 International Building Code (IBC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 Uniform Plumbing Code (IAMPO) 2020 National Electrical Code (NEC) 2021 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC)
APPLICABLE BUILDING CODES
TABLE R402.1.3 INSULATION AND FENESTRATION MINIMUM REQUIREMENTS BY COMPONENT
CLIMATE ZONE 6
CEILING R-VALUE: R-30 continuous above deck, R-49 at attics
WOOD FRAME WALL R-VALUE: R-13 cavity + R-7.5 ci or R-20 cavity + R-3.8 ci
MASS WALL R-VALUE: R-15.2ci
FLOOR R-VALUE: R-38 w/ joist framing, R-16.7 mass
BELOW GRADE WALL R-VALUE: R-15ci
SLAB R-VALUE & DEPTH: R-20 for 48" below
FENESTRATION U-FACTOR: 0.7
GLAZED FENESTRATION SHGC: NR
ENTRANCE DOOR: 0.63, maximum
BUILDING ENVELOPE INSULATION SPECIFICATIONS
CEILING ATTIC AREA: R-49 blown-in attic insulation
WOOD FRAME EXTERIOR WALLS: R-21 cavity + R5 continuous
SLAB R-VALUE & DEPTH: R-20 vertical for 48" below
FENESTRATION U-FACTOR: .32, maximum
2021 IECC REQUIREMENTS PROJECT INSULATION SCHEDULE
INDICATE RESIDENTIAL BUILDING OR COMMERCIAL BUILDING
IN ACCORDANCE WITH 2021 IECC, THE BUILDING SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A PRESSURE OF 0.2 inch w.g. (50 Pascals). A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE ARCHITECT. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.
THIS PROJECT LOCATED IN: STANFORD, MT
CLIMATE ZONE 6
C
U E
R S
\S H
A Z L E
T T \D
E S
K T O
P \D
R A
W
IN
G .D
W G
P L O
T T E
D B
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A M
G
H A
Z L E
T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
CODE INFORMATION
A31.22.2024
100% CONSTRUCTION SET
3/16" = 1'-0"
LEVEL 1 CODE PLAN
N
WH
D ry e r
W a s h e r
F R
E E
Z E
R N
.I .C
SD
SD
SD
SD
SD
SD
SD
SD
SD
A6
A62
A6
A6 4
A
A B
B
C
C
2 2
4 4
MUDROOM
LAUNDRY ROOM
LIVING ROOM
DINING ROOM
PANTRY
KITCHEN
W/C
MECHROOM
BATH 2
STORAGE
BED 1
BED 2
BED 3
BED 4
BED 5
BED 6
BED 7
ADA BED 8
ADA BATHROOM
i2 i1 i2 i1s i1s i1s i1s i1s i1s i1s i1 i1 i1 i1 i1 i1 i1 i1 i1
26'-0"
16'-0" 10'-0"
8'-0" 8'-0" 5'-0" 5'-0"
0"
8' -5
7'
-1 0"
7' -1
0"
9"
9' -7
2"
3' -6
8'
-1 1"
8' -0
5'
-7
3/
4" 5'
-7
/4
3' -1
1" 5'
-8
2' -4
8'
-5
5' -8
2'
-2
2' -4
5'
-6
2' -4
6'
-1
26'-0"
5' -7
8'
-0
0"
9" 8'
-0
8' -4
7'
-9
7' -1
0" 7'
-1 0"
7' -1
0" 4'
-8
4' -6
5'
-5
2' -4
2'
-4
5' -6
5'
-6
2' -4
2'
-4
5' -6
7'
-0
8' -0
6'-3 1/2" 4'-0"
A
A
A
A
A
A
A
A
A
A
A
A
B A9
A
A9
A7
A7
A7
A7
A9
A9
A
REF
N.I.C
REF
N.I.C.
ROBE
HOOK
ROBE
HOOK
STORAGE
1'-6"
2' -0
VFY
3'-3 1/2" VFY.
3'-2 1/2"
(6) COATHOOKS
8'-7"
WALLS TO ALIGN
4'-5"
STORAGE CUBBY UNIT
118 108
HALLWAY
A9 i2
WALLS TO ALIGN
C C
BENCH
6' X 8' CONCRETE SLAB-
SLOPE AWAY FROM
DOOR @ 1/2" PER FOOT
N.I.C.
PANEL LOCATION- SEE ELECTRICAL
A10
6' -0 i3
1/
2"
(2) 6X6 COLUMNS
1' -6
2' -6
(2) 6X6 COLUMNS
i1s
4 SHELVES-
VERIFY
HEIGHT
WITH
OWNER 1'-6"
1' -0
8'-0"
3' -4
WIND BREAK FENCE
5' -6
3"
3 1/2"
A
A6
2'-6 1/2" 10'-9"10'-10"
1'-0"
1' -0
"SLAB TO ALIGN
WITH EDGE OF
CONC PIER SLAB TO ALIGN
WITH EDGE OF
CONC PIER
i2
1. DIMENSIONS ARE TO GRID, FACE OF STUD, MASONRY, OR
DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE
NOMINAL. VERIFY ALL OPENINGS WITH ROUGH OPENING
REQUIREMENTS.
2. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 4" TO THE
WALL FRAMING UNO.
3. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE
EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
4. SEE SHEET BU-A2 FOR WALL TYPES.
5. EXTERIOR WALL TYPE IS e1, TYP, UNO.
GENERAL FLOOR PLAN NOTES:
WINDOW SHADE SCHEDULE
WINDOW TYPE QTY
WINDOW SIZE
3'-0" W x 5'-0" H
4'-0" W x 4'-0" H4
PROVIDE MANUAL CHAIN DRIVEN ROLLER SHADE W/ ALUMINUM FASCIA
AT EACH WINDOW INDICATED. FIELD VERIFY REQUIRED SIZE FOR EACH.
MANUFACTURER/MODEL: HUNTER DOUGLAS RB 500, OAE.
FABRIC: 0% OPENNESS: GLACIERSCREEN PLUS, WHITE FABRIC
OPENNESS
0%
0%
A
B
ROOM FINISH LEGEND
SV: SHEET FLOORING - LINOLEUM
MARMOLEUM MARBLED- CONCRETE 3136
SC: SEALED CONCRETE
FLOOR FINISHES
FRP: FIBERGLASS REINFORCED PANEL-
CRANE COMPOSITES- CACTUS CANVAS 009C
P1: PAINT ON GWB -
SHERWIN WILLIAMS- WHITE HERON SW7627
P2: PAINT ON GWB - COLOR 2
SHERWIN WILLIAMS- FROSTWORK SW0059
WALL FINISHES
RB: 4" RUBBER BASE
BASE FINISHES
1. FINISH SCHEDULE APPLIES TO GENERAL ROOM AREAS.
ADDITIONAL FINISH REQUIREMENTS MAY BE SHOWN ON OTHER
DRAWINGS & IN THE SPECIFICATIONS.
2. INSTALL APPROPRIATE TRANSITION TRIM AT ALL MATERIAL
CHANGES.
3. AT CASEWORK, CONTINUE WALL BASE AROUND END PANELS
AND TOE-KICKS, U.N.O.
NOTES:
CASEWORK SURFACES:
PL1: PLASTIC LAMINATE 1 -
FORMICA - NATURAL MAPLE LAMINATE
COUNTERTOPS:
PL2: PLASTIC LAMINATE 2 -
FORMICA - POLOMA POLAR
A
A B
B
C
C
2 2
4 4
ROOF VENTILATION CALCULATIONS
ATTIC AREA: 2,056 SF
MIN. VENTILATION REQ'D: 2,800/300 = 9.33 SF = 1,344 SQ IN
50% HIGH: 672 SQ IN
50% LOW 672 SQ IN
UPPER VENTING:
12 SI/LF RIDGE VENT:
672/12 = 56 LINEAL FT MIN
LOWER VENTING:
9.72 SI/LF VENTILATED SOFFIT:
672/9.72 = 69' LINEAL FT MIN (34.5' EA SIDE)
BALANCE UPPER & LOWER VENTING TO COMPLY WITH IBC 1202.2.1 EXC. 1.
A8
A8
0"
A8
A8
A8
GUTTER
GUTTER
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
A8
A8
6' -4
1'
-2
1'-2" 1'-2"
28'-4"
6"
A8
SNOWGUARD
'-0
A
A B
B
C
C
2 2
4 4
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
BED 7
BED 6
BED 5
BED 4
BED 3
BED 2
BED 1
ADA BED 8
BATH 2
ADA BATHROOM
W/C
KITCHEN
DINING ROOM
LIVING ROOM
MUDROOM
LAUNDRY ROOM
22"X30" ACCESS DOOR
22"X30" ACCESS DOOR
9"
1. INSTALL SELF-ADHERING ICE BARRIER MATERIAL ON
ALL EAVES AND OVERHANGS FROM THE LOWEST
EDGE OF ALL ROOF SURFACES TO A POINT AT LEAST
24" INSIDE THE EXTERIOR WALL LINE OF THE
BUILDING.
2. INSTALL SELF-ADHERING ICE BARRIER MATERIAL AT
ALL VALLEYS & CHANGES IN ROOF SLOPE, 24" MIN.
EACH SIDE OF TRANSITION.
3. PROVIDE TAPERED INSULATION CRICKET ON UPHILL
SIDE OF ALL ROOF CURBS/PENETRATIONS GREATER
THAN 1'-0" WIDE.
4. GANG PLUMBING VENTS ABOVE CEILING TO MINIMIZE
ROOF PENETRATIONS. VERIFY PENETRATIONS IN
FIELD. LOCATE PENETRATIONS TO NOT BE VISIBLE
FROM APPROACH TO FRONT ENTRY WHERE FEASIBLE.
5. SEE MECHANICAL AND PLUMBING DRAWINGS FOR
PIPING AND EQUIPMENT PENETRATIONS. ALL PVC
PIPE PENETRATIONS TO BE PAINTED DARK GREY.
GENERAL ROOFING NOTES
REFL. CEILING PLAN LEGEND
GWB GYPSUM WALLBOARD ON FRAMING.
PAINT PER FINISH SCHEDULE
PFM VENTED SOFFITSFT
SMOKE/CARBON MONOXIDE
DETECTOR
SD
VANITY LIGHT
EXTERIOR LIGHT
CAN LIGHT
1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM
AS SHOWN ON PLANS TO PROVIDE EQUALLY SIZED
PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A
GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC.,
START GRID AT INDICATED SURFACE.
2. SEE FLOOR PLAN FOR WALL TYPES AND WALLS THAT
EXTEND FULL HEIGHT TO STRUCTURE.
3. SEE TYPICAL DETAILS ON CEILING DETAILS SHEET.
4. CEILING FIXTURES ARE SHOWN FOR REFERENCE
ONLY FOR COORDINATION WITH CEILING FINISH
SYSTEM. SEE MECHANICAL, ELECTRICAL AND
SPRINKLER DRAWINGS FOR ALL CEILING FIXTURES
AND TYPES.
5. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO
SURFACE FINISH OF CEILING AND ARE ROUNDED TO
THE NEAREST INCH.
GENERAL CEILING NOTES
C
U E
R S
\S H
A Z L E
T T \D
E S
K T O
P \D
R A
W
IN
G .D
W G
P L O
T T E
D B
Y :S
A M
G
H A
Z L E
T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
FLOOR, ROOF & RCP PLANS,
FINISH SCHEDULE
A41.22.2024
100% CONSTRUCTION SET
3/16" = 1'-0"
FLOOR PLAN
N
N
ROOM FINISH SCHEDULE
No. Name Floor Finish Base Finish North Wall East Wall South Wall West Wall Comments
100 MUDROOM SV RB FRP/P1 FRP/P1 FRP/P1 FRP/P1 FRP TO 4' AFF ALL WALLS
101 LAUNDRY ROOM SV RB FRP/P1 FRP/P1 FRP/P1 FRP/P1 FRP TO 4' AFF ALL WALLS
102 LIVING ROOM SV RB P1 P1 P1 P1
103 DINING ROOM SV RB P1 P1 P1 P1
104 KITCHEN SV RB P1 P1 P1 P1
105 PANTRY SV RB P1 P1 P1 P1
106 W/C SV RB FRP/P1 FRP/P1 FRP/P1 FRP/P1 FRP TO 4' AFF ALL WALLS
107 MECHROOM SV RB P1 P1 P1 P1
108 BATH 2 SV RB FRP/P1 FRP/P1 FRP/P1 FRP/P1 FRP TO 4' AFF ALL WALLS
109 STORAGE SV RB P1 P1 P1 P1
110 BED 1 SV RB P2 P2 P2 P2
111 BED 2 SV RB P2 P2 P2 P2
112 BED 3 SV RB P2 P2 P2 P2
113 BED 4 SV RB P2 P2 P2 P2
114 BED 5 SV RB P2 P2 P2 P2
115 BED 6 SV RB P2 P2 P2 P2
116 BED 7 SV RB P2 P2 P2 P2
117 ADA BED 8 SV RB P2 P2 P2 P2
118 ADA BATHROOM SV RB FRP/P1 FRP/P1 FRP/P1 FRP/P1 FRP TO 4' AFF ALL WALLS
119 HALLWAY SV RB P1 P1 P1 P1
120 STORAGE SV RB P1 P1 P1 P1
1/8" = 1'-0"
ROOF PLAN
2 1/8" = 1'-0"
REFLECTED CEILING PLAN
SEE FLOOR
PLAN FOR
WALL
ASSEMBLY
HEADER PER
STRUCT.
1" RIGID
INSULATION IN
HEADER
BACKER ROD & SEALANT
FIBERGLASS WINDOW
WRB
P.T. BLOCKING
CONT. RIGID INSULATION
PER WALL TYPE
PFM FLASHING
WRAP GWB INTO OPENING
STEEL SIDING - SEE EXTR
ELEVS
C-METAL FLASHING BY
SIDING MFR
FLEXIBLE MEMBRANE
FLASHING
WRB - WRAP INTO
OPENING SEALANT
P.T. BLOCKING
STEEL LAP SIDING PER
ELEVS
FIBERGLASS WINDOW
FLEXIBLE MEMBRANE
FLASHING
WALL TYPE PER
PLANS
SILL BELOW
C-FLASHING AT LAP
SIDING PER SIDING MFR
GWB
J-METAL
FIBERGLASS WINDOWSILL: 1X FIR,
STAINED
3/ 4"
1/
2"
WRB
P.T. BLOCKING
FLEXIBLE MEMBRANE
FLASHING
BACKER ROD & SEALANT
SEE FLOOR
PLANS FOR
WALL TYPE
1X FIR
APRON,
STAINED
3/4"
STEEL LAP SIDING PER
ELEVS
C-FLASHING PER SIDING
MFR
PFM FINISH FLASHING
SEE FLOOR
PLAN FOR
WALL TYPE
WRB
H.M. FRAME
SEALANT
HEADER PER
STRUCT.
1" RIGID
INSULATION IN
HEADER
SCHEDULED DOOR
STEEL SIDING - SEE EXTR
ELEVS
PFM DRIP FLASHING
C-METAL FLASHING BY
SIDING MFR
FLEXIBLE MEMBRANE
FLASHING
EXTERIORINTERIOR
SEE FLOOR PLANS
FOR WALL TYPE
H.M. FRAME
SEALANT
SCHEDULED DOOR
WRB - WRAP
INTO OPENING
PFM FLASHING
SIDING PER ELEVS (STEEL
LAP SIDING SHOWN)
C-FLASHING AT LAP
SIDING PER SIDING MFR
FRAME BEYOND
THRESHOLD
SCHEDULED FLOORING
BUTT TO THRESHOLD
EXTERIOR
WEATHER STRIP
CONCRETE PAVEMENT
1/2" ASPHALT IMPREGNATED
FIBER BOARD
SHT MTL SILL PAN
1/ 4"
M A
X
1/ 2"
M A
X
SLAB PER STRUCT
CEMENTITIOUS PROTECTIVE COATING
AT ABOVE-GRADE RIGID FOAM -
CONTINUE TO 6" BELOW GRADE MIN.
R-10 RIGID INSULATION
DOOR TYPES
SEE PLAN AND SCHEDULE FOR ALL DOOR SIZES
F
FLUSH
HM SINGLE DOOR
SEE SCHED
S
EE
S C
H
ED
U
LE
2"
2"
2"
DOOR FRAME TYPES
SEE PLAN AND SCHEDULE FOR ALL DOOR SIZES
FF
A5
SIM
A5
A5
A5
WD SINGLE DOOR
SEE SCHED
2"
2" 2" 3'-0"
POCKET DOOR
A5
A5
SE
E
SC
HE
DU
LE
SE
E
SC
HE
DU
LE
P
SOLID CORE, WOOD
VENEER FLUSH DOOR
SLAB TO MATCH OTHER
WOOD DOORS.
FLUSH DOOR PULL
1/ 4"
1/
2"
DOOR PER
SCHEDULE
WOOD JAMBS &
STOPS, STAIN
1x HARDWOOD TRIM, STAIN
SEE FLOOR PLAN FOR
WALL TYPE
HEADER
1/4"3 1/2"
DOOR
WOOD JAMBS & STOPS,
STAIN
3/4"X3 1/2" WOOD TRIM EACH
SIDE, STAIN
SEE FLOOR PLAN
FOR WALL TYPE
DOOR PER
SCHEDULE
HEADER
SEE FLOOR PLAN FOR WALL
TYPE
JAMB BEYOND
POCKET DOOR TRACK
SHIM AS REQD
WOOD JAMBS & STOPS,
STAIN
3/4"X3 1/2" WOOD TRIM EACH
SIDE, STAIN
DOOR PER SCHEDULE
SEE FLOOR PLAN FOR
WALL TYPE
POCKET DOOR GUIDE
BELOW
WOOD JAMBS & STOPS,
STAIN
3/4"X3 1/2" WOOD TRIM EACH
SIDE, STAIN
EXTERIOR T-1 GLASS
FIBERGLASS SINGLE HUNG
A5
A5
A5 A
3" 5'
-0
3" 1'
-9
3" 3'-0" 3"
FACT
HM
OH
STL
WD
ABBREVIATIONS
FACTORY MATERIAL/FINISH
HOLLOW METAL
SECTIONAL OVERHEAD DOOR
STEEL
WOOD - SOLID CORE
FULLY TEMPERED SAFETY GLAZING -
INSULATED AT EXTERIOR EXPOSURES
GLAZING LEGEND
OBSCURE/FROSTED GLAZING -
INSULATED AT EXTERIOR EXPOSURES
1. ALL DOOR OPENINGS PERPENDICULAR TO AN ADJACENT WALL
ARE 4" TO THE WALL FRAMING UNO.
2. ALL DOORS TO HAVE ADA COMPLIANT THRESHOLDS WITH 1/2"
MAXIMUM RISE UNLESS SPECIFICALLY DETAILED OTHERWISE.
3. ALL METAL DOORS AND FRAMES TO BE PRIMED AND PAINTED.
VERIFY COLOR WITH ARCHITECT.
4. ALL EXTERIOR DOORS TO BE FULLY INSULATED.
5. ALL EXTERIOR DOORS TO HAVE FULL PERIMETER
WEATHERSTRIPPING.
6. ALL HARDWARE ON FIRE-RATED DOORS MUST BE APPROVED
FOR SUCH USE & INSTALLED AS REQD TO MAINTAIN SYSTEM
FIRE RATING.
7. ALL DOORS/FRAMES TO HAVE RESILIENT SILENCERS.
8. CONTRACTOR TO USE ARCHITECT'S DOOR TYPE PLAN
DESIGNATION NUMBER AND ROOM NUMBER ON ALL SHOP
DRAWING SUBMITTALS
9. FIRE RATING FOR FRAMES MUST MATCH RATING FOR DOORS.
10. SEE WINDOW ELEVATIONS FOR FIBERGLASS FRAME TYPES.
11. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE
EGRESS SIDE W/OUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
GENERAL DOOR NOTES
EXTERIOR T-1 GLASS
FIBERGLASS AWNING
C
2'-7"
1' -1
1/
2" 5'
-0
EXTERIOR T-1 GLASS
FIBERGLASS SINGLE HUNG
B
3'-6"
4' -0
3'
-0
C
U E
R S
\S H
A Z L E
T T \D
E S
K T O
P \D
R A
W
IN
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D B
Y :S
A M
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T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
DOOR & WINDOW SCHEDULES,
DETAILS
A51.22.2024
100% CONSTRUCTION SET
DOOR SCHEDULE
Mark To Room: Name Door Type W id th
H ei gh t
Th ic kn es s
Door Material Door Finish Frame Type
Frame Mat'l Frame Finish
Door Hardware
Group Fire
Rating Comments
100 MUDROOM F 3'-0" 7'-0" 1 3/4" HM PAINT 2 HM PAINT 1 EXTERIOR DOOR
101 LAUNDRY ROOM F 3'-0" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 4
105 KITCHEN P 3'-0" 7'-0" 1 3/4" WD STAIN 3 WD STAIN 5 NONE BIFOLD DOOR
106 W/C F 2'-4" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 3
107 MECHROOM P 3'-0" 7'-0" 1 3/4" WD STAIN 1 WD STAIN 4 NONE
108 BATH 2 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 3
109 HALLWAY F 3'-0" 7'-0" 1 3/4" WD STAIN 1 WD STAIN 4 NONE
110 BED 1 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
111 BED 2 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
112 BED 3 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
113 BED 4 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
114 BED 5 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
115 BED 6 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
116 BED 7 F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
117 ADA BED 8 F 3'-0" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 2
118 ADA BATHROOM F 3'-0" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 3
119 HALLWAY F 3'-0" 6'-8" 1 3/4" HM PAINT 2 HM PAINT 1 EXTERIOR DOOR
120 STORAGE F 2'-8" 6'-8" 1 3/4" WD STAIN 1 WD STAIN 4
Grand total: 18
3" = 1'-0"
WINDOW HEAD
3" = 1'-0"
WINDOW JAMB
3" = 1'-0"
WINDOW SILL
3" = 1'-0"
EXTERIOR DOOR HEAD
3" = 1'-0"
EXTERIOR DOOR JAMB
3" = 1'-0"
EXTERIOR HM DOOR SILL
3" = 1'-0"
INTERIOR DOOR HEAD
3" = 1'-0"
INTERIOR DOOR JAMB
3" = 1'-0"
DOOR HEAD @ POCKET DOOR
3" = 1'-0"
DOOR JAMB @ POCKET DOOR
WINDOW TYPES
F.F.
1. VERIFY ALL DIMENSIONS W/ MFR.
2. COORDINATE FRAMING OF OPENINGS W/ WINDOW
SIZES, SHIMS & FLASHING
3. ADJUST ROUGH OPENINGS FOR STACKED &
GANGED DIMENSIONS
NOTES
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
STEEL LAP SIDING,
8" EXPOSURE
STANDING SEAM
METAL ROOF
A7
A7
A A
6" / 12" 6" / 12"
SNOW GUARD
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
STEEL LAP SIDING,
8" EXPOSURE
STANDING SEAM
METAL ROOF
A7
A7
A A A A
C
A A
STEEL LAP SIDING,
8" EXPOSURE
STANDING SEAM
METAL ROOF
A7
A7
6" / 12"
6" / 12"
A6
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
STEEL LAP
SIDING, 8"
EXPOSURE
STANDING SEAM
METAL ROOF
A7
A7
B
C
A A A A
SEE 7/S4 FOR DETAILS
SEE 10/S3 FOR DETAILS
4X4 WOOD POST
1X6 WOOD POST
1/
2"
1/
2"
1/
2"
1/
2"
STAND OFF POST BASE
6' -8
2'-7 1/2" 2'-7 1/2" 3"
4x4 WOOD POST
1X6 BOARD
ENDS OF BOARDS TO
BE FLUSH W/ POST
C
U E
R S
\S H
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T T \D
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K T O
P \D
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A M
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N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
BUILDING ELEVATIONS
A61.22.2024
100% CONSTRUCTION SET
1/4" = 1'-0"
NORTH ELEVATION
1/4" = 1'-0"
EAST ELEVATION
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
WEST ELEVATION
3D-COLUMN CAP
3D-COLUMN BASE
1" = 1'-0"
WIND BREAK FENCE DETAIL
1/2" = 1'-0"
FENCE ELEVATION
SNOW GUARD
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
A7
A7
BED 4
BED 3
BED 2
BED 1
BATH 2
W/C
LIVING ROOM
102STORAGE
A8
A8
A8
113 112 111 110 108 106 101 100
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
A7
A7
BED 5
BED 6
BED 7
ADA BED 8
ADA BATHROOM
KITCHEN
PANTRY
LAUNDRY ROOM
MUDROOM
A8
A8
A8
A7
6 A7
LEVEL 1
100'-0"
ABC
A7
A7 A8
A8
A7
MUDROOM
A8
3 PREFABRICATED TRUSSES
WEBBING TBD
A5
SIM
6" / 12" 6" / 12"
1' -1
LEVEL 1
100'-0"
T.O. PLATE
108'-1"
ABC
A7
A7 A8
A8
A8
A5
A5
A7
DINING ROOM
KITCHEN
PREFABRICATED TRUSSES
WEBBING TBD- NOT SHOWN
6" / 12"
6" / 12"
CONC FDN- DAMP
PROOF BELOW
GRADE
P.T. PLATE
10 MIL VAPOR BARRIER
SEAL ALL SEAMS, SEAL
TO FITTINGS
1/2" EXP. JT.
4" SLAB ON GRADE
HORIZ. R-20 RIGID
INSUL. , 4' TOTAL LENGTH
R-20 RIGID INSUL,
MIN.
INSTALL PERIMETER DRAIN PER IRC
FREE DRAINING GRAVEL BACKFILL TO
WITHIN 12" OF GRADE
WRB
PREFINISHED STEEL LAP SIDING - SEE
EXTERIOR ELEVS
STARTER STRIP FOR LAP SIDING
CONT. RIGID INSULATION PER
WALL TYPE
PFM FLASHING - VERTICAL LEG
UNDER WRB
SCHEDULED
WALL BASE
SEE FLOOR
PLANS FOR
WALL TYPE
4" SLAB ON GRADE
CONC FDN- DAMP
PROOF BELOW
GRADE
P.T. PLATE
10 MIL VAPOR BARRIER
SEAL ALL SEAMS, SEAL
TO FITTINGS
1/2" EXP. JT.
4" SLAB ON GRADE
HORIZ. R-20 RIGID
INSUL. , 4' TOTAL
LENGTH
R-20 RIGID INSUL, MIN.
INSTALL PERIMETER DRAIN PER IRC
FINISH GRADE
FR
OS
T
DE
PT
H
FREE DRAINING GRAVEL BACKFILL TO
WITHIN 12" OF GRADE
WRB
PREFINISHED STEEL LAP SIDING - SEE
EXTERIOR ELEVS
STARTER STRIP FOR LAP SIDING
CONT. RIGID INSULATION PER
WALL TYPE
PFM FLASHING - VERTICAL LEG
UNDER WRB
SCHEDULED
WALL BASE
SEE FLOOR
PLANS FOR
WALL TYPE
6"
6X6 TIMBER COLUMN
1/4" A36 PLATE- PAINT BLACK
(2) 1/2" BOLTS- PAINT BLACK
CONCRETE SLAB
CONCRETE PIER PER STRUCTURAL
1" NON-SHRINK GROUT
C
U E
R S
\S H
A Z L E
T T \D
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K T O
P \D
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G .D
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T T E
D B
Y :S
A M
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H A
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T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
BUILDING SECTIONS
A71.22.2024
100% CONSTRUCTION SET
1/4" = 1'-0"
NS SECTION 1
1/4" = 1'-0"
NS SECTION 2
1/4" = 1'-0"
EW SECTION @ PORCH
1/4" = 1'-0"
EW SECTION @ DINING ROOM
1" = 1'-0"
TYP. FOUNDATION @ CONC. PATIO
1" = 1'-0"
TYP. FOUNDATION DETAIL
1 1/2" = 1'-0"
COLUMN BASE ATTACHMENT DETAIL
METAL ROOFING PER ROOF
ASSEMBLY
ICE & WATER SHIELD
PFM RAKE FLASHING
CONT. CLEAT
DROPPED GABLE-END TRUSS
BLOCKING BETWEEN EACH
OUTLOOKER
PREFABRICATED TRUSS, TYP CONTINUOUS OUTLOOKER
PFM J-CLOSURE
CENTER VENTED MTL SOFFIT
(NFVA: 6.6 SI/LF)
PREFINISHED STEEL SIDING
PER ELEVATIONS
SEE FLOOR
PLANS FOR
WALL TYPE
VARIES- SEE PLAN
1X8 FASCIA BOARD
RA1
PREFINISHED ALUMINUM
FASCIA WRAP
Z CLOSURE SET IN BUTYL TAPE
SEE FLOOR
PLANS FOR
WALL TYPE
PREFINISHED MTL
EAVE FLASHING
6" PREFINISHED MTL
GUTTER WHERE
OCCURS
3"x4" PREFINISHED
MTL DOWNSPOUT
CLOSURE W/ BUTYL TAPE
SEALANT TOP & BOTTOM
BEVELED BLOCKING - SEE
STRUCTURAL
VENTILATED MTL
SOFFIT PANEL
METAL ROOF
ICE & WATER SHIELD
PREFABRICATED
TRUSS
1" CONT. CLEAR VENTILATION
SPACE EA BAY
MTL SIDING PER
ELEVATIONS
WRB
PFM FLASHING &
ATTACHMENT CLIP BY
SIDING MFR
1X8 FASCIA BOARD W/
PREFINISHED ALUMINUM FASCIA
WRAP
RA1
TRUSS/RAFTER
ROOF SHEATHING PER
STRUCTURAL
UNDERLAYMENT
METAL ROOF PER ROOF
ASSEMBLY
CORRUGATED PLASTIC RIDGE VENT,
PROVIDE 12 SQ INCHES PER LINEAL FOOT
MIN. NET FREE AREA. INSTALL PER
MANUFACTURER'S SPEC
2"
BLOCKING
PFM RIDGE CAP
Z CLOSURE W/ BUTYL SEALANT
TAPE TOP & BOTTOM
METAL ROOF
PANEL
UNDERLAYMENT ROOF DECK
VENT PIPE
STAINLESS STEEL
CLAMPING RING
RUBBER PIPE BOOT
SEALANT
FASTENER THROUGH
FLASHING & PANEL
METAL ROOF
PANEL
UNDERLAYMENT
ROOF DECK
ROOF VENT CAP
FLANGE
METAL ROOF
PANEL
INTEGRAL
CRICKET
PANEL CLOSURE
PREFINISHED MTL
EAVE FLASHING
6" PREFINISHED MTL
GUTTER WHERE
OCCURS
3"x4" PREFINISHED
MTL DOWNSPOUT
CLOSURE W/ BUTYL TAPE
SEALANT TOP & BOTTOM
BEVELED BLOCKING - SEE
STRUCTURAL
VENTILATED MTL
SOFFIT PANEL
METAL ROOF
ICE & WATER SHIELD
PREFABRICATED
TRUSS
1" CONT. CLEAR VENTILATION
SPACE EA BAY
1X8 FASCIA BOARD W/
PREFINISHED ALUMINUM FASCIA
WRAP
RA1
MTL SOFFIT PANEL
(2) 1/2" BOLTS- BLACK
(2) 1/2" BOLTS PER COLUMN- BLACK
1/4" PLATE STEEL- PAINTED BLACK
6x6 COLUMNS
1/2" PLYWOOD
SEE 7/S4 FOR STRUCTURAL DETAILS
PREFABRICATED TRUSS
MTL SOFFIT PANEL
PREFINISHED STEEL SIDING
PER ELEVATIONS
SHEATHING TO EXTEND
TO DECK- SEE
STRUCTURAL
SEE PLAN FOR WALL TYPE
1/2" PLYWOOD
PFM RAKE FLASHING
1X8 FASCIA BOARD
PREFINISHED ALUMINUM FASCIA WRAP
Z CLOSURE SET IN BUTYL TAPE
BEAM AND COLUMN BEYOND SEE 7/S4
PREFINISHED STEEL SIDING
FASCIA TO SOFFIT FLASHING
SOFFIT PANEL
PREFABRICATED TRUSS
STANDING SEAM METAL ROOF
RIGID INSULATION
SHEATHING
1/2" PLYWOOD
C
U E
R S
\S H
A Z L E
T T \D
E S
K T O
P \D
R A
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IN
G .D
W G
P L O
T T E
D B
Y :S
A M
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H A
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T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
EXTERIOR DETAILS
A81.22.2024
100% CONSTRUCTION SET
3" = 1'-0"
RAKE AT GABLE END
3" = 1'-0"
TYP. ROOF EAVE W/ GUTTER
3" = 1'-0"
RIDGE VENT
1 1/2" = 1'-0"
PIPE PENETRATION AT METAL ROOF
3" = 1'-0"
EXHAUST VENT CAP AT METAL ROOF
3" = 1'-0"
EAVE AT PORCH OVERHANG
1 1/2" = 1'-0"
PORCH SOFFIT DETAIL
1 1/2" = 1'-0"
PORCH SOFFIT AND EAVE DETAIL
GB GRAB BARS
MIR MIRROR, 24" X 36"
TPD TOILET PAPER DISPENSER
FRP FIBERGLASS REINFORCED PANEL
LEGEND
.... ACCESSORY / EQUIPMENT TAG
GENERAL NOTES - INTERIORS
1. SEE STANDARD FIXTURE MOUNTING HEIGHTS AND
REQUIREMENTS THIS SHEET UNLESS OTHERWISE NOTED.
2. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL
BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE
NO GREATER THAN 5 LBF.
3. FLUSH CONTROLS SHALL BE OPERABLE BY AN
OSCILLATING HANDLE WITH A MAXIMUM OPERATING
FORCE OF 5 LBF AND SHALL BE MOUNTED ON THE WIDE
SIDE OF TOILET AREAS NO MORE THAN 44" ABOVE THE
FLOOR.
4. DIA. OR WIDTH OF THE GRAB BARS SHALL BE 1 1/4" TO 1
1/2" WITH 1 1/2" CLEARANCE BETWEEN GRAB BAR AND
WALL. GRAB BAR ENDS TO BE RETURNED TO WALL. GRAB
BARS SHALL HAVE STRENGTH AND ANCHORAGE TO
SUSTAIN 250 LB CONCENTRATED LOAD.
5. WHERE TOWEL, WASTE RECEPTACLE AND OTHER
DISPENSING AND DISPOSING FIXTURES ARE PROVIDED, AT
LEAST ONE OF EACH FIXTURE IS TO BE MOUNTED WITH
OPERABLE PARTS WITHIN 48" FROM FLOOR.
6. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL
BE INSULATED OR OTHERWISE COVERED.
7. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS
REQUIRED FOR ALL WALL-MOUNTED ITEMS.
8. SECURELY ANCHOR HANDWASH SINKS TO WITHSTAND AN
APPLIED VERTICAL LOAD OF 250 LB ON THE FRONT OF THE
FIXTURE.
9. 6" SELF-COVED WALL BASE REQUIRED AT KITCHENS,
SOILED UTILITY ROOMS, AND JANITOR CLOSETS.
TYP ACCESSIBLE MOUNTING HEIGHTS
FINISH FLOOR
4' -0
ANY ACCESSIBLE
DEVICE OR
ACCESSORY
PAPER TOWEL
DISPENSERTHERMOSTATSWITCH
ELEC.
OUTLET
DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE TOP OF THE HIGHEST OPENING
OR OPERABLE PART.
ACCESSORIES ABOVE COUNTERS SHALL BE MOUNTED WITH T.O. OPERABLE PARTS LESS
THAN 3'-8" A.F.F.
1.
2.
ACCESSIBLE SINK CLEARANCES
DASHED LINE
REPRESENTS MIN
EXTENT OF CLEAR
FLOOR SPACE
M
IN
MIN
18"
MIN
48"
17"-25"
R
EF
LE
C
TI
N
G S
U R
FA
C
E
M A
X
TO
B .O
M
IN9"
MAX
6"
MIN
11"
MIN
8"
M
IN
DASHED LINE
REPRESENTS MIN
EXTENT OF
CLEARANCE
SIDE ELEVATION PLAN
MIRROR WHERE
OCCURS
SE
A
T W
AL
L
"-3
6"
PROVIDE A SHOWER SPRAY UNIT
WITH HOSE 60" (MIN) LONG THAT
CAN BE USED BOTH AS A FIXED
SHOWER HEAD & AS A HAND HELD
UNIT
ACCESSIBLE SHOWER
4'-0"
MIN
M
IN
3'-0"
3' -0
SEAT
1' -6
18" VERTICAL
GRAB BAR
18"X32" L-
SHAPED GRAB
BAR
PLAN FRONT ELEVATION
3' -0
4" M
A X
CONTROL WALL ELEVATION
M
IN
3"
-6
GRAB BAR
18"X32" L-SHAPED
GRAB BAR
1'-6"
MAX
15"
CONTROLS AND
HAND SHOWER
LOCATION
M
IN
M A
X
CONTROL WALL
1/2" MAX
THRESHOLD
C O
N
TR
O L
W
AL
L
FRONT ELEVATION SIDE ELEVATION
CLEAR FLOOR
SPACE
PLAN
4' -1
1" M
IN
5'-0" MIN
6" MAX
36" MIN
M
IN
1' -3
1'-6"
M
IN
1/
2"
ACCESSIBLE TOILET
12" MIN
M
IN
1' -6
3' - 4"39" - 41"
4'-6" MIN
1'-0" MAX 3'-6" MIN
24" MIN
7"-9"
2/A10
1'-6"2'-6"
2/A10
1'-3"
RANGE-
N.I.C.
REF-
N.I.C.
2' -1
0" 1'
-8
2' -6
EXHAUST FAN &
LIGHT
CORNER
CABINET
1'-3" 2'-6" 1'-9"
1' -4
1'
-2
A10
7' -0
"ABA SWITCH FOR
RANGE HOOD
B
RANGE-
N.I.C.
REF-
N.I.C.
2/A10
1'-9"
1/A10
3'-0"
3/A10
1'-6" 2'-6"
2/A10
2'-6" 2'-8"FILLER
1'-6"
2'-6" 2'-6" 2'-6" 1 1/2"
2' -6
1'
-8
2' -1
0"
CORNER
CABINET
1' -4
1'
-2
A10
ABA SWITCH FOR
RANGE HOOD
FILLER
MIRROR
LIGHT FIXTURE
FRP
ROBE
HOOK
P1
2' -1
0"
1'-3"
1/A10
2'-9"
4' -0
A10
WALL HEATER
PROVIDE TRIM AT FRP
FRP GB
TPD 4'
-0
P1
FRP
GB
TPD
P1
ADA
SHOWER
UNIT PER
PLUMBING
FRP
MIRROR
LIGHT
FIXTURE
3' -0
P1
A10
A10
3'-0"2'-0"
WALL HEATER
PROVIDE TRIM AT FRP
FRP
SHOWER
UNIT PER
PLUMBING
ROD & CURTAIN-N.I.C.
TPD
P1
FRP
P1
4' -0
3'-0"
3' -0
A10
A10
LAUNDRY SINK
WASHER & DRYER
N.I.C. N.I.C.
FREEZER
N.I.C.
BUILT IN STORAGE
BENCH
5'-5"
5' -0
6 COAT HOOKS
A10
OPEN BELOW
SUPPORT BRACKETS
TYP.
2'-0"
A10
EQEQEQ
A
3' -1
0"
ROBE HOOK
C
OBSCURE/
FROSTED
GLAZING
C
U E
R S
\S H
A Z L E
T T \D
E S
K T O
P \D
R A
W
IN
G .D
W G
P L O
T T E
D B
Y :S
A M
G
H A
Z L E
T T O
N S e p /1
/2
Drawn By:
Designed By:
Drawing Checked:
Design Checked:
Sheet:
1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
COPYRIGHT © 2019
MORRISON-MAIERLE, INC.
WHEN PRINTED AT 11x17 SIZE, ALL DRAWINGS ON
THIS SHEET ARE ONE HALF THE SCALE SHOWN
Date:
2501 Belt View Drive Helena, MT 59801 Phone: 406.449.8627
428 N. Last Chance Gulch Helena, MT 59801 Phone: 406.449.2013 mos mosmos mos
STANFORD BUNKHOUSE
INTERIOR ELEVATIONS
A91.22.2024
100% CONSTRUCTION SET
3/8" = 1'-0"
KITCHEN- SOUTH
3/8" = 1'-0"
KITCHEN- WEST
3/8" = 1'-0"
ABA…
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