Attachment 5_Plans_Final.pdf

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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COVER

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

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BUILDING 105 - BAKERY RENOVATION

DESIGN CONTRACT: 12034019D0001

DESIGN ORDER: 1240LU23F0047 OPTION ITEM 01

MOSAIC ARCHITECTURE

MOSAIC ARCHITECTURE, P.C.

317 CRUSE AVE., SUITE 201

HELENA, MT 59601

(406) 449-2013

ARCHITECT:

MECHANICAL/PLUMBING ENGINEERING:

SHEET INDEX

PROJECT DIRECTORY

VICINITY MAP

PROJECT SITE

ARCHITECTURAL DRAWINGS

A000 COVER

A001 CODE INFORMATION

A002 GENERAL INFO. & ASSEMBLY & DOORS

A003 EXISTING FLOOR PLAN & PHOTOS

A004 DEMOLITION PLANS

A100 SITE PLAN

A101 FLOOR PLAN & SCHEDULES

A102 ROOF PLAN & EXT. DETAILS

A103 REFLECTED CEILING PLAN

A104 EQUIPMENT PLAN

A201 EXTERIOR ELEVATIONS

A202 WOOD STORAGE PLAN & ELEVATIONS

A301 BUILDING SECTIONS

A501 DOORS & WINDOWS

A801 FINISH PLAN

A802 ENLARGED PLANS & INTERIOR ELEVATIONS

MORRISON MAIERLE

1055 Mount Avenue

MISSOULA MT 59801

(406) 751-5867

ELECTRICAL ENGINEERING:

MORRISON MAIERLE

1055 Mount Avenue

MISSOULA MT 59801

(406) 751-5867

CIVIL ENGINEERING:

GREAT WEST ENGINEERING

720 2nd STREET

GREAT FALLS, MT 59405

USFS REPRESENTATIVE: SEE SOLICATION MATERIALS FOR ASSIGNMENT OF

REPRESENTATIVE

ELECTRICAL DRAWINGS

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E002 ELECTRICAL DETAILS

E003 ELECTRICAL SCHEDULES

E004 PANEL SCHEDULES

E005 ELECTRICAL DEMOLITION PLAN

E101 ELECTRICAL LEVEL 1 POWER PLAN

E201 ELECTRICAL LEVEL 1 LIGHTING PLAN

PLUMBING DRAWINGS

P001 PLUMBING LEGEND & NOTES

P002 PLUMBING DETAILS

P003 PLUMBING SCHEDULES

P004 MEP COORDINATION SCHEDULE

P100 PLUMBING UNDERSLAB PLAN

P102 PLUMBING LEVEL 1 PLAN

P103 PLUMBING ROOF PLAN

MECHANICAL DRAWINGS

M001 MECHANICAL LEGEND & NOTES

M002 MECHANICAL DETAILS

M003 MECHANICAL SCHEDULES

M004 MEP COORDINATION SCHEDULE

M101 MECHANICAL LEVEL 1 PLAN

M102 DUST COLLECTION EXHAUST PLAN

M103 MECHANICAL ROOF PLAN

CIVIL DRAWINGS

C001 EXISTING SITE AND DEMOLITION PLAN

C002 OVERALL SITE PLAN

C003 ENLARGED SITE PLAN

C004 DETAILS

C005 DETAILS

UNITED STATES FOREST SERVICE

BUILDING 105, FORT MISSOULA

FORT MISSOULA, MISSOULA, MT

# DATE REVISION

APPROVED BY:

RECOMMENDED BY:

R1 DIRECTOR OF

ENGINEERING & FLEET

R1 FACILITIES

PROGRAM MANAGER

DEPUTY REGIONAL

FORESTER

RECOMMENDED BY:

JeffD Text Box

WH

T

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F

F

F

F

F

SD

58'

GROSS

182 SF

B

GROSS

2385 SF

F-1

MAX. EXIT TRAVEL

= 58 FEET

NOT AN

EXIT

EXIT 2

EXIT 1

NOT AN

EXIT

A

E

E

NOT AN EXIT

FE

FE

0' 4' 8' 16'

C

NON-RATED WALL: WITH NO OPENING PROTECTION REQUIRED AT DOORS, WINDOWS,

DUCTS, PENETRATIONS, AND JOINTS . SEE WALL TYPES.

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.

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

SURFACE CABINET. PROVIDE 2, SEE PLAN.

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(NON-SPRINKLERED BUILDINGS); .2

INCHES/OCC FOR OTHER EGRESS COMPONENTS (NONSPRINKLERED BLDGS).

MOER:2 MEANS OF EGRESS REQUIRED (QUANTITY). ONLY

DESIGNATED WHERE (2) MEANS OF EGRESS ARE

REQUIRED, PER §1006.2.1.

ACCESSORY OCCUPANCY AREA: W/ NO SEPARATION REQUIRED AND

CALCULATED AS PART OF MAIN OCCUPANCY IF TOTAL ACCESSORY

OCCUPANCIES WITHIN A STORY OCCUPY LESS THAN 10% OF AREA OF

THAT STORY, PER SECTION 508.2.3.

CODE PLAN LEGEND

OCCUPANCY GROUP F-1

AREA

EXIT ACCESS TRAVEL DISTANCE (E.A.T.D.) - MAXIMUM 200' FOR 'B' OCCUPANCY

W/OUT SPRINKLER SYSTEM, PER TABLE 1017.2. MAXIMUM DISTANCE FOR EACH

STORY SHOWN.

COMMON PATH OF EGRESS TRAVEL (C.P.E.T.) - MAXIMUM 75' FOR 'B' OCCUPANCY

W/OUT SPRINKLER SYSTEM, OCC LOAD >30, PER TABLE 1006.2.1.

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 FOR 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.

AO

OCCUPANCY GROUP B - ACCESSORY TO F OCCUPANCY

(F OCCUPANCY DICTATES)

REQUIRED EXIT AND EXIT EGRESS DIRECTION WITH ACCUMULATIVE NUMBER

OF OCCUPANTS SERVED. (DESIGNATED WHERE (2) MEANS OF EGRESS ARE

REQUIRED PER TABLE §1006.2.1)

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THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES

PUBLISHED BY MODEL CODE ORGANIZATIONS:

2021 International Building Code (IBC)

2024 NFPA 101

2021 International Fire Code (IFC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 International Plumbing Code (IPO) 2023 National Electrical Code (NEC) 2021 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC)

PRIMARY APPLICABLE BUILDING CODES

ZONING AND PARKING REGULATIONS

THIS PROJECT HAS NO APPLICABLE ZONING OR PARKING REGULATIONS.

ABA REQUIRES ACCESS TO AN ACCESSIBLE PARKING SPOT AND AN

ACCESSIBLE ROUTE TO THE BUILDING, BOTH ARE OPTION ITEMS.

OCCUPANCY GROUPS:

(CHAPTER 3)

• F-1 - MODERATE HAZARD STORAGE (THIS

OCCUPANCY DICTATES)

• B - ACCESSORY OCCUPANCIES PER SEC. 508.2

• INCIDENTAL USES PER TABLE 509 WHERE OCCUR.

NON-SEPARATED

OCCUPANCIES:

(SEC. 508.3.2)

CONSTRUCTION TYPE:

(TABLE 601)

ALLOWABLE FLOOR AREA (At):

(TABLE 506.2)

ALLOWABLE FLOOR AREA:

1 STORY BLDG: (Aa)

(SEC. 506.2.1)

F-1:

ALLOWABLE NO. OF STORIES /

HEIGHT:

(TABLE 504.4/504.3)

F-1: 2 STORIES / 40 FT

*MOST RESTRICTIVE REQUIREMENTS GOVERN

OCCUPANT LOAD BY

FLOOR:

LEVEL 1 25

SEE CODE ANALYSIS PLANS THIS SHEET.

SUMMARY CODE REVIEW

PROJECT

DESCRIPTION:

REMODEL OF EXISTING BUILDING. NO CHANGE IN

OCCUPANCY. ORIGINALLY USED AS A BAKERY AND

BEING CONVERTED TO MILLWORK/CABINET SHOP

ACTUAL NO. OF STORIES /

HEIGHT:

1 STORY / 24 FT; OK

OCCUPANT LOADS FOR

EGRESS DESIGN:

(SEC. 1004 + TABLE 1004.5)

INDUSTRIAL AREAS 100

GROSS

EGRESS WIDTH PER OCCUPANT

SERVED:

(SEC. 1005.3)

EGRESS

COMPONENTS:

0.2 INCHES / OCCUPANT (NON-

SPRINKLERED)

INTERIOR FINISH

REQUIREMENTS:

(TABLE 803.13)

INTERIOR EXIT STAIRWAYS, EXIT RAMPS & EXIT

PASSAGEWAYS: CLASS A.

CORRIDORS & ENCLOSURE FOR EXIT ACCESS

STAIRWAYS & EXIT ACCESS RAMPS: CLASS B. ROOMS

AND ENCLOSED SPACES: CLASS C

THIS PROJECT CONTAINS BID OPTION ITEMS,

BRIEFLY SUMMARIZED BELOW. SEE SPECIFICATION

SECTION 01 2300 FOR COMPLETE DETAILED LIST OF

OPTION ITEMS.

OPTION ITEM 1 - COVERED STORAGE

OPTION ITEM 2 - WATER MAIN AND HYDRANT

OPTION ITEM 3 - COMPRESSED AIR SYSTEM

OPTION ITEM 4 - EQUIPMENT RELOCATION

OPTION ITEM 5 - GRAVEL PARKING AREA

OPTION ITEM 6 - ABA PARKING SPOT

OPTION ITEM 7 - CONCRETE SIDEWALK

Aa = At + [NS x If] Aa = 8,500 + [8,500 x .75] Aa = 14,875 SF

ACTUAL FLOOR AREA: 2,708 SF <14,875 ALLOWABLE; OKEXISTING:

32" CLEAR AT DOORS [§1010.1.1],

44" AT CORRIDORS, AISLES & EXIT PASSAGEWAYS (36"

for occupant load <50) [§ 1020.2; 1018.3, 1018.5; 1024.2

RESPECTIVELY], PROVIDED.

EGRESS WIDTH MINIMUMS BY

COMPONENT (USE WHERE

EXCEED MINIMUMS BY

OCCUPANT LOAD):

CORRIDOR FIRE RESISTANCE

RATING:

(TABLE 1020.2)

F OCCUPANCY,

OCC LOAD <30:

NOT REQUIRED

(NONSPRINKLERED)

OPENING PROTECTIVES:

(TABLE 716.1(2))

20 MINUTE

D-20

DH-OH-20

45 MINUTE

OH-45 OR W-60

1-HR FIRE PARTITIONS (CORRIDOR

WALLS):

FIRE DOOR RATING:

DOOR VISION PANEL GLAZING

MARKING:

SIDELIGHT/TRANSOM ASSEMBLY

MARKING:

FIRE WINDOW ASSEMBLY RATING:

WINDOW ASSEMBLY MARKING:

(TABLE 716.1(3))

FRONTAGE INCREASE (If):

(TABLE 506.3.3)

>30' OPEN SPACE FOR 100% OF BLDG PERIMETER:

If = .75

NO RATED CONSTRUCTION

FIRE SPRINKLERS: 903.2.4 F FIRE SPRINKLERS REQUIRED

WHERE FIRE AREA EXCEEDS 12,000

SF. NOT APPLICABLE.

FIRE ALARM & DETECTION: 907 907.2.4 GROUP F: FIRE ALARM SYSTEM SHALL BE

INSTALLED WHERE STRUCTURE IS TWO OR MORE

STORIES IN HEIGHT OR HAS OCCUPANT LOAD OVER

500. NOT APPLICABLE

(CHAPTER 6) CONSTRUCTION TYPE V-B; GROUP F-1

OCCUPANCY

BUILDING ELEMENT

TABLE 601 STRUCTURAL FRAME

RATING

0 HR

TABLE 602 EXTERIOR BEARING WALLS: FIRE SEP <5' 2 HR - N/A

TABLE 601 INTERIOR BEARING WALLS 0 HR

TABLE 602 EXTERIOR NONBEARING WALLS: FIRE SEP <5' 2 HR - N/A

TABLE 601 FLOORS 0 HR

EXTERIOR BEARING WALLS: FIRE SEP <10' 0 HR

EXTERIOR 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:

NON-SPRINKLERED

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 ≥30 FT

UNPROTECTED NO LIMIT

PROTECTED NO LIMIT

0 HR

REQUIRED SPECIAL INSPECTIONS:

IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO

REQUIRE SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH SECTIONS

1704 AND 1705 OF THE 2021 INTERNATIONAL BUILDING CODE. SEE STRUCTURAL

FOR SPECIFIC REQUIREMENTS. GENERAL CONTRACTOR IS REQUIRED TO HIRE

AND COORDINATE 3RD PARTY INSPECTIONS. COPIES OF 3RD PARTY REPORTS TO

BE SENT TO C.O. & COPIES KEPT ON-SITE FOR INSPECTOR REVIEW.

a) SPECIAL INSPECTIONS:

- INSPECTION OF FABRICATORS (1704.2.5) - NA

- STEEL CONSTRUCTION (1705.2) - NA

- CONCRETE CONSTRUCTION (1705.3) - NA

- MASONRY CONSTRUCTION (1705.4) - NA

- WOOD CONSTRUCTION (1705.5) - NA

- SOILS (1705.6) - NA

- SPECIAL CASES (1705.1.1)

EPOXY SET ANCHORS - FOR WOOD STORAGE STRUCTURE

POWDER-ACTUATED FASTENERS - NA

CONCRETE EXPANSION ANCHORS - FOR WOOD STORAGE

STRUCTURE

b) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1705.12):

- STRUCTURAL STEEL (1705.12.1) - WOOD STORAGE STRUCTURE

- STRUCTURAL WOOD (1705.12.2) - NA

- COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION (1705.12.3) - NA

IECC COMPLIANCE FOR COMMERCIAL PROJECTS

CLIMATE ZONE: 6

INSULATION REQUIREMENTS - IECC 2021 TABLE C402.1.3/C402.4

ROOFS R-30 CONTINUOUS ABOVE DECK, R-49 AT ATTICS

METAL FRAMED WALLS, ABOVE GRADE R-13 CAVITY + R-7.5 CONTINUOUS

WOOD FRAMED WALLS, ABOVE GRADE R-13 CAVITY + R-7.5 CONTINUOUS OR R-20 +

R-3.8 CONTINUOUS

MASS WALLS, ABOVE GRADE: R 13.3 CONTINUOUS

BELOW GRADE WALLS: R-10 CONTINUOUS

FLOORS - JOIST/FRAMING: R-30 (R-38 FOR STEEL FLOOR JOISTS)

UN-HEATED SLAB: R-20 VERTICAL FOR 24" BELOW (FULL HEIGHT OF

THICKENED SLAB EDGE)

HEATED SLAB: R-15 FOR 36" BELOW + R-5 FULL SLAB

OPAQUE SWINGING DOORS: U-0.37

ROLL UP OR SLIDING DOORS R-4.75

OPERABLE FENESTRATION U FACTOR0.42 MAXIMUM

FIXED FENESTRATION U-FACTOR: 0.34, MAXIMUM

ENTRANCE DOOR: 0.63, MAXIMUM

SHGC 0.40 WITH ADJUSTMENT FOR PROJECTION FACTOR >.2

THIS PROJECT IS AN IECC LEVEL 2 RENOVATION THAT DOES NOT IMPACT BUILDING

SHELL OR OCCUPANCY. ONLY ELEMENTS MODIFIED OR REPLACED ARE REQUIRED TO

MEET IECC REQUIREMENTS. MODIFICATIONS INCLUDE:

ROOFS R-50 BLOWN-IN FIBERGLASS INSULATION ADDED TO

ATTIC

WOOD FRAMED WALLS: NA

UNHEATED SLAB: NA - EXISTING

OPAQUE SWINGING DOORS: NA - EXISTING HISTORIC DOORS

FENESTRATION U-FACTOR (FIXED): NA - EXISTING HISTORIC WINDOWS

FENESTRATION U-FACTOR (OPERABLE): NA - EXISTING HISTORIC WINDOWS

ENTRANCE DOOR: NA - EXISTING HISTORIC DOORS

PLUMBING FIXTURE COUNTS

FIXTURE TYPE

WC, MALE:

WC, FEMALE:

FIXTURES

REQUIRED

1:100 1:100

BU

SI

N

ES

S

NO.

OCC.

TOTAL

REQUIRED

0.15 0.15

FIXTURES

PROVIDED

1 WC

LAVS, :

DF:

UTILITY SINK

1 PER 1 WC

ALT. WATER

PROVIDED

OCCUPANT LOAD = 25

DUST COLLECTION REQUIREMENTS:

IFC 2203.1 CRITICAL DEPTH LAYER:

THE MAXIMUM DUST LAYER ON ALL SURFACES, INCLUDING BUT NOT LIMITED TO

WALLS, CEILINGS, BEAMS, EQUIPMENT, FURNITURE, PIPES AND DUCTS, SHALL NOT

EXCEED THE CRITICAL DEPTH LAYER SPECIFIED IN TABLE 2203.1. THE CRITICAL

DEPTH LAYER IS PERMITTED TO BE ADJUSTED FOR EXPLOSION HAZARD WHERE

FURTHER EVALUATED IN ACCORDANCE WITH ONE OF THE FOLLOWING:

-4.1.3.3 OF NFPA 664

CRITICAL DUST COLLECTION DEPTH (TABLE 2203.1): WOOD FLOUR - 1/8"

IFC 2203.2 Dust- Producing and Dust Handling Equipment

DUST-PRODUCING EQUIPMENT AND DUST-HANDLING EQUIPMENT, INCLUDING BUT

NOT LIMITED TO VACUUMS, DUST COLLECTION SYSTEMS, DRYERS, MIXERS,

BLENDERS, SEPARATORS, CONVEYORS, STORAGE CONTAINERS, SILOS OR OTHER

SIMILAR DEVICES, SHALL BE LISTED AND SHALL BE MAINTAINED IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDED STANDARDS

2203.3.1 DUST-COLLECTION SYSTEMS

DUST-COLLECTION SYSTEMS SHALL BE DESIGNED TO COLLECT DUST EMISSIONS

FROM DUST-PRODUCING EQUIPMENT AT THE POINT OF GENERATION. DUST-

COLLECTION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 511 OF THE

INTERNATIONAL MECHANICAL CODE.

EXCEPTION: CLOSED SYSTEMS USING LISTED EQUIPMENT AND DESIGNED IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND

SPECIFICATIONS, WHERE CLEANOUTS ARE PROVIDED IN ACCORDANCE WITH

SECTION 2203.3.3.

HEATING, VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEMS SHALL NOT BE

USED AS THE MEANS TO COLLECT DUSTS FROM LOCALIZED SOURCES.

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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9:

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CODE INFORMATION

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

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CODE PLAN

1N

# DATE REVISION

OPTION ITEM SUMMARY

THIS MIXED OCCUPANCY BUILDING INCORPORATES

NON-SEPARATED OCCUPANCIES. NO OCCUPANCY

SEPARATIONS ARE PROVIDED, AND THE ALLOWABLE

AREA AND HEIGHT OF THE BUILDING IS BASED ON

THE REQUIREMENTS OF THE MOST RESTRICTIVE

OCCUPANCY - F.

TYPE VB, NON-SPRINKLERED

F-1: 8,500 SF

JeffD

@ 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 BTWN between B.O.W. bottom of wall BU built up CAB cabinet CAP capacity CB catch basin CL centerline C.C. center to center CDX exterior grade plywood CG corner guard CH channel CI cast iron/cubic inches CJ control joint CLG ceiling C.L.L. contract limit line CL center line

ABBREVIATIONS:

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 HR hour HT height HTG heating HVAC heating, ventilation, air conditioning HW hot water

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

T tread/thermostat TB towel bar TEL telephone TEMP temperature T&G tongue and groove THK thick THRU through TJI Truss Joist Incorporated

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

C.O. CONTRACTING OFFICER

C.O.R. CONTRACTING OFFICER

REP.

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 EWA/EW exterior wall assembly EWC electrical water cooler EWH electrical water heater (E)/EXIST existing EXH exhaust EXP expansion EXT exterior

IN inch INCL included INFO information INSUL insulation INT interior IWA/IW interior wall assembly

T.O. top of T.O.B. top of beam T.O.C. 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. top 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 window WP waterproof WR water resistant WRB weather resistive barrier WT weight WWF welded wire fabric WWM welded wire mesh X by YD yard

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 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 storefront STL steel STOR storage STRUCT structural SUBFLR subfloor SUSP suspended SV sheet vinyl SY square yard

M men's MAT material MAX maximum MECH mechanical MDF medium density fiber board MEMB membrane MEZZ mezzanine MFR manufacturer MH manhole MIN minimum MIR 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

FLR/FL floor FLUOR fluorescent FND feminine napkin dispenser/disposal FOC face of concrete FOF face of finish FOS face of stud FOW face of wall FT foot or feet FTG footing

QTY quantity R/RAD radius R riser RA roof/ceiling assembly RB rubber base RD roof drain RE regarding REF reference/refrigerator

JAN janitor JST joist JT joint LAV lavatory LF lineal foot LTG lighting

FA fire alarm/floor-ceiling assembly 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. FLR top of floor sheathing FIN finish FIXT fixture F.O. face of

PTD/R paper towel dispenser/receptacle

PVMT pavement PVC polyvinylchloride

1. CONTACT THE CONTRACTING OFFICER FOR THE GENERAL CONDITIONS TO

THE CONTRACT FOR THE CONSTRUCTION

2. CONTRACT DOCUMENTS REQUIREMENTS INCLUDE THE 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:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS &

CONDITIONS. EXISTING DIMENSIONS SHOWN ARE APPROXIMATE AND MUST

BE FIELD VERIFIED.

2. REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTIONS & REQUIREMENTS

OF CONSTRUCTION.

3. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES,

PROVIDE ON-SITE SUPERVISION & BE RESPONSIBLE FOR COMPLIANCE WITH

ALL SAFETY PRECAUTIONS, CODES AND REGULATIONS.

4. PROTECT EXISTING UTILITIES, SITE IMPROVEMENTS & 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 & 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 C.O. 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 & SPECIFICATIONS.

13. COORDINATE LAYOUT, CLEARANCES, PENETRATIONS, BACKING &

FASTENERS WITH WORK TO FOLLOW.

14. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN

DIAGRAMMATICALLY ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION

& GENERAL ARRANGEMENTS. ALL NECESSARY FEATURES OF RELATED

CONSTRUCTION WILL BE REQUIRED AS IF SHOWN IN DETAIL.

15. WHERE MECHANICAL & ELECTRICAL EQUIPMENT LOCATIONS CONFLICT

ELECTRICAL, LIGHT FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

16. PROVIDE SUFFICIENT STUD DEPTH TO CONCEAL MECHANICAL & ELECTRICAL

WORK IN WALLS.

17. PROVIDE ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO

COMPLETE THE WORK.

18. 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.

19. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF

WORK.

20. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN

DRAWINGS & SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR

BIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF

THE C.O..

21. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND

LEAVE PREMISES AND SITE CLEAN.

22. 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)

23. ELECTRICAL OUTLETS AND LIGHTING ARE ONLY SHOWN ON ARCHITECTURAL

"A" SHEETS WHERE PLACEMENT OF SUCH IS CRITICAL TO PARTICULAR

AESTHETICS. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL AND DATA

FEATURES.

DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A COMPLETE

SET FOR BIDDING & 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 & SUPPLIERS MUST REVIEW ENTIRE DRAWING SET &

SPECIFICATIONS.

GENERAL NOTES:

GENERAL WALL NOTES

1. WALL TYPE CONSTRUCTION IS CONTINUOUS FROM SLAB TO ROOF FRAMING

ABOVE UNLESS INDICATED OTHERWISE.

2. IF A WALL TYPE IS NOT INDICATED, PROVIDE WALL TYPE OF MOST SIMILAR

CONDITION - VERIFY WITH C.O..

3. IN CASES OF CONFLICT BETWEEN SECTIONS AND WALL TYPES, CLARIFY WITH

C.O. PRIOR TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST

EXPENSIVE CONDITION FOR BIDDING PURPOSES.

4. STRUCTURAL NOTES, SPECIFICATIONS, STUD GAUGE NOTATIONS ETC. TAKE

PRECEDENCE OVER ARCHITECTURAL WALL TYPES.

5. 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.

6. ALL VOIDS IN EXTERIOR WALLS - INCLUDING IN NON-VISIBLE LOCATIONS - TO BE

FILLED TIGHT WITH INSULATION. SMALL CRACKS & VOIDS TO BE CAULKED OR

SPRAY-FOAMED FOR TIGHT SEAL.

7. 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 MFR.

8. TYPE "X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT. PROVIDE WATER-

RESISTANT TYPE "X" GYPSUM BOARD ON ENTIRE WALL WHERE PLUMBING

FIXTURES OCCUR. PROVIDE TILE BACKER BOARD TYPE "X" ON ALL WALLS WITH

TILE.

9. WALLS INDICATED WITH ACOUSTICAL INSULATION TO MEET AN STC RATING OF

48 OR MORE, UNLESS OTHERWISE INDICATED.

10. PROVIDE SOUND ATTENUATION INSULATION ON TOP OF ACT WHERE WALLS

TERMINATE AT CEILING OR 6" ABOVE CEILING. EXTEND 5 FEET TO BOTH SIDES

OF WALL. HOLD INSULATION 7" AWAY FROM LIGHT FIXTURES.

11. PROVIDE BACKER ROD & CAULKING JOINT AT ABUTMENT OF ALL DISSIMILAR

MATERIALS.

12. PROVIDE STEEL "J" EDGE METAL AND 1/4" CAULK JOINT AT PERIMETER OF ALL

GYPSUM BOARD WALLS WHERE ABUTTING DIFFERENT MATERIALS.

13. PROVIDE CORNER BEADS AT ALL EXTERNAL GYPSUM BOARD CORNERS.

14. PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL

BE PROTECTED AS REQUIRED IN IBC SECTION 714.

15. PROVIDE FIRE, SMOKE AND CEILING RADIATION DAMPERS AT DUCT

PENETRATIONS AND AIR TRANSFER OPENINGS IN FIRE RATED ASSEMBLIES

PER IBC SECTION 717.

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

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

RA

SIM

cw1 i1 e2s

WALL TYPE

WALL HEIGHT

WALL STUD & FINISH HEIGHT

c GWB TO 6" ABOVE CEILING; FRAME OR BRACE TO

STRUCTURE

e EXTERIOR - SEE SECTIONS f FURRING p PARTIAL HEIGHT s TO STRUCTURE x SHAFT - CONTINUOUS THROUGH FLOOR

ASSEMBLIES

WALL TYPE TAG

PROVIDE SIGN AT EACH ROOM ENTRY DOOR AS NOTED AND EACH EXIT AS FOLLOWS:

SIGNAGE NOTES:

1. SEE SPECIFICATIONS FOR SPECIFIC SIGNAGE DETAILS,

DIMENSIONS, FONT, COLORS, MATERIALS, ETC.

2. ALL SIGNAGE INDICATED BELOW SHALL COMPLY WITH

ICC A117.1.

ROOM SIGNAGE

UNISEX

6"

6"

PICTOGRAMS

BRAILLE CHARACTERS

A

UNISEX HC

RESTROOM

5/8" MIN. - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPERCASE, SANS SERIF ROOM SIGN PANEL TO BE POSTED ADJACENT TO THE

LATCH SIDE OF THE DOOR, 60 INCHES ABOVE THE

FINISH FLOOR TO THE CENTERLINE OF THE SIGN. 18" X

18" CLEAR FLOOR SPACE CENTERED ON TACTILE

CHARACTERS SHALL BE PROVIDED

EXIT

1" TALL, 1/32" RAISED

CHARACTERS, UPPER-

CASE, SAN SERIF

6"

1/

2"

BRAILLE

CHARACTERS

E

EXIT

C

FIRE ALARM

CONTROL

PANEL

FIRE ALARM

CONTROL PANEL

INSIDE

1" TALL

CHARACTERS,

WHITE ON RED

BACKGROUND

3.

EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY

HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE

THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A

CONSPICUOUS PLACE, NEAR THE MAIN EXIT.

TYP ACCESSIBLE MOUNTING HEIGHTS

FINISH FLOOR

4'

0"

ANY ACCESSIBLE

DEVICE OR

ACCESSORY

PAPER

TOWEL

DISPENSER

THERMOSTATSWITCH

1'

6"

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

IN30

MIN

18"

MIN

48"

17"-25"

R

EF

LE

C

TI

N

G S

U R

FA

C

E

" M

AX

T

O B

.O

M

IN9"

MAX

6"

MIN

11"

MIN

8"

M

IN27

DASHED LINE

REPRESENTS MIN

EXTENT OF

CLEARANCE SIDE ELEVATION PLAN

MIRROR WHERE

OCCURS

FRONT ELEVATION SIDE ELEVATION

CLEAR

FLOOR

SPACE

PLAN

4'

8" M

IN

5' - 0" MIN

6" MAX

36" MIN

MIN

M

IN

1'

3"

"-1

9"33 "-3

6"

16"-18" 7"-9"

M

IN

1/

2"

ACCESSIBLE TOILET

1' - 0" MIN

"-4

1"

M

IN

1'

6"

3' - 4"39" - 41"

4' - 6" MIN

1' - 0" MAX 3' - 6" MIN

ACCESSIBLE URINAL CLEARANCES

CLEAR

FLOOR

SPACE

MIN

30"

M

IN48

SIDE ELEVATION PLAN

M A

X

113 1/2"

MIN

SE

A

T W

A

LL

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

AX

CONTROL WALL ELEVATION

" M

IN

3" -6

"-3

6"

GRAB BAR

18"X32" L-SHAPED

GRAB BAR

1' - 6"

MAX

15"

CONTROLS AND

HAND SHOWER

LOCATION

" M

IN

" M

AX

CONTROL WALL

1/2" MAX

THRESHOLD

C O

N

TR

O L

W A

LL

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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A002

GENERAL INFO. & ASSEMBLY &

DOORS

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES

# DATE REVISION

JeffD

C C

B B

D D

A A

100' - 0"

100' - 0"

11' - 0" 7' - 3" 6' - 0" 8' - 6" 3' - 4" 7' - 0"

11' - 0" 7' - 1" 5' - 5" 3' - 6"1' - 11" 7' - 0" 7' - 2"

43' - 1"

8'

0" 8'

0"

5'

7" 5'

8"

8'

1" 8'

1"

5'

6" 5'

3"

8'

0" 8'

1"

43' - 1"

6'

8" 6'

5"

2'

9'

6" 8'

2"

7'

GLASS SHOP

BATHROOM

105 SHOP LAUNDRY

WOOD SHOP

DETAIL WORSPACE

STORAGE

HPT OFFICE

102 10 0a

103A

103B

3a

103C

103D

106A

106B

4a

104A

103E

3b

102A

2a

102B 101A 100A

F.D.

EXISTING

OPENING

EXISTING

OPENING

EXISTING

OPENING

EXISTING

OPENING

EXISTING

OPENING

EXISTING

OPENING

0' 4' 8' 16'

REPAIR DOOR 104a

REPAIR CONCRETE

REPAIR CONCRETE

REPAIR CONCRETE

REPAIR CONCRETE

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

/2

9:

:0

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3/31/2025

A003

EXISTING FLOOR PLAN &

PHOTOS

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

FLOOR PLAN - EXISTING

NTS

SHOP LAUNDRY - 106

2 NTS

BATHROOM - 105

3 NTS

GLASS SHP - 104

NTS

OFFICE - 102

NTS

STORAGE- 101

NTS

WOOD SHOP - 100

NTS

WOOD SHOP - NORTH - 103

NTS

WOOD SHOP - SOUTH - 103

N N

PLAN

NTS

NORTH ELEVATION

10 NTS

EAST ELEVATION

11 NTS

WEST ELEVATION

13NTS

SOUTH ELEVATION

# DATE REVISION

JeffD

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK/HATCH LEGEND

ANTICIPATED AREA OF

DISTURBANCE TO BE HYDRO-

SEEDED AFTER CONSTRUCTION.

ALL DISTURBED AREAS TO BE

HYDROSEEDED

C C

B B

D D

A A

NEW OPENING X 7'2' HIGH

8' - 0"

MATCH EXIST.

OPENING HEIGHT

EXPAND OPENING

+/- 6" IN WIDTH FOR

NEW DOOR

EXPAND OPENING

+/- 6" IN WIDTH FOR

NEW DOOR

9 9

DEMOLITION KEYNOTES

NOTE: SEE MECH/ELEC/STRUCT AND CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

REMOVE DOOR OR OPENING CASING, INCLUDING FRAME AND HARDWARE.

SAWCUT & REMOVE PORTION OF WALL NECESSARY TO RECEIVE NEW DOOR AND FRAME.

REMOVE JAMB TRIM. OPENING TO INCLUDE SAWCUT VERTICALLY AT ONE JAMB AND ACROSS

HEAD AS REQUIRED.

SAWCUT AND REMOVE PORTION OF SLAB FOR PLUMBING WORK. COORDINATE W/ PLUMBING

SUBCONTRACTOR. IN ROOM 105, CONTRACTOR TO REMOVE SLAB TO WITHIN 12" OF PERIMETER

WALLS AT A MINIMUM. CONTRACTOR MAY ELECT TO REMOVE ENTIRE SLAB IF THIS CAN BE DONE

WITHOUT DAMAGE TO WALL TILE

DO NOT REMOVE EXISTING CERAMIC TILE FROM EXISTING WALLS. PROTECT DURING OTHER

DEMOLITION

REMOVE LIGHT SWITCH

DEMO CONCRETE PAD

SAWCUT OR DRILL OPENING IN EXISTING WALL FOR DUST COLLECTION DUCTWORK

REMOVE TRANSOM SASH TO ALLOW INSTALL OF MECHANICAL LOUVER. DO NOT DAMAGE SASH,

TURN OVER TO C.O..

GRIND CONCRETE LIP AT DOORWAY

AT NEW WALL OPENING, SAWCUT FLUSH WITH FLOOR, FILL ANY VOIDS WITH CEMENT BASED

FLOOR LEVELER

8" CORE-DRILLED OPENING IN CHIMNEY IN ATTIC SPACE, SEE MECHANICAL PLANS

6" CORE-DRILL THROUGH WALL JUST BELOW CEILING LINE FOR DUST COLLECTION DUCT (4"), COORDINATE WITH DUCT LAYOUT

OPENING IN PLASTER CEILING FOR SUPPLY AND RETURN DIFFUSERS, SEE MECHANICAL.

COORDINATE WITH LIGHTING, DUCTWORK, CONDUIT, AND DUST COLLECTION. NOTE: CEILING

JOIST SPACING IS 16" O.C. EACH OPENING WILL REQUIRE THE REMOVAL OF A SECTION OF JOIST

AND HEADING OFF CUT-JOISTS WITH 2X6 FRAMING

1. VERIFY ALL CONDITIONS AND COORDINATE WITH ALL

DISCIPLINES OF CONTRACT. UNDOCUMENTED FIELD

CHANGES MAY HAVE OCCURRED AND ARE TO BE BROUGHT

TO THE ATTENTION OF THE C.O. WHEN DISCOVERED.

2. SEE CIVIL DRAWINGS FOR SITE DEMOLITION.

3. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS

FOR DEMOLITION WORK OF THOSE TRADES.

4. WHERE DEMOLITION IS INDICATED, WALLS SHALL BE

REMOVED AND CEILING SHALL BE PATCHED, REPAIRED AND

PAINTED TO MATCH EXISTING.

5. CONTRACTOR SHALL MAINTAIN A TEMPORARY WEATHER

TIGHT ENCLOSURE AS ITEMS ARE BEING REMOVED.

6. COORDINATE ALL MECHANICAL, ELECTRICAL, FIRE

SYSTEMS, COMMUNICATIONS AND UTILITY SHUT-DOWNS

WITH OWNER PRIOR TO REMOVING AND OR RELOCATING.

7. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS

SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE

GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE

THE WORK IN ACCORDANCE WITH THE CONTRACT

DRAWINGS.

8. THESE DRAWINGS INDICATE STRUCTURAL AND NON-

STRUCTURAL DEMOLITION THAT IS TO OCCUR TO MAKE

WAY FOR NEW CONSTRUCTION. ADDITIONAL STRUCTURAL

DEMOLITION WORK, CONSTRUCTION OR SHORING

REQUIRING COORDINATION WITH NEW STRUCTURAL IS

INDICATED ON THE STRUCTURAL DRAWINGS.

GENERAL DEMOLITION NOTES

C C

B B

D D

A A

EXISTING

ATTIC ACCESS

ATTIC VENTS;

INFILL OPENING

ABOVE, GRILL

TO REMAIN

ATTIC VENTS;

INFILL OPENING,

KEEP VENT

COVERS

INSTALLED

NEW FAN IN

EXISTING

OPENING

C

B

1 3

D

A

ENLARGE OPENING

BETWEEN EX. FRAMING

TO FIT DROP DOWN

LADDER UNIT

OPENINGS IN

CEILING FOR SUPPLY

AND RETURN DIFFUSERS,

14 TOTAL, SEE MECHANICAL

TYP.

TYP.

NOTE: EXISTING CEILING IS LATH AND PLASTER ON ROUGH-SAWN 2X6 CEILING JOISTS

AT APPROXIMATELY 12'-0" OFF FINISH FLOOR.

OPEN TO STRUCTURE

CEILING LEGEND

GWB 5/8" TYPE "X" GYPSUM

WALLBOARD ON STL. FRAMING -

SEE DETAILS. PAINT P1 UNO

GRILL TO REMAIN, INFILL

3" BEHIND GRILL W/ FRAMING

AND PAINTED GWB

ATTIC HATCH TO BE

ENLARGED AND PULL

DOWN LADDER INSTALLED

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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9:

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3/31/2025

A004

DEMOLITION PLANS

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

N

1/8" = 1'-0"

DEMOLITION PLAN

21/8" = 1'-0"

EXISTING - REFLECTED CEILING PLAN

NTS

BATHROOM - 105 - DEMO

3 NTS

ATTIC ACCESS

NTS

EXT. DOOR LANDING

5NTS

EXT. CONCRETE APPROACH

N

PLAN

0' 4' 8' 16' 0' 4' 8' 16'

TILE TO REMAIN,

SEE DEMO NOTE

# DATE REVISION

JeffD

1. DETERMINE LOCATION OF ALL UNDERGROUND UTILITIES

PRIOR TO DEMO, EXCAVATION OR PLANTING. MAINTAIN

10' MIN DISTANCE FROM ALL TREES TO UTILITY LINES.

2. PROTECT ALL EXISTING ITEMS/SURFACES TO REMAIN.

EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION

TO BE REPAIRED OR REPLACED BY CONTRACTOR AS

DIRECTED BY THE C.O. AT NO COST TO OWNER.

3. PROTECT EXISTING TREES WITH TEMPORARY

CONSTRUCTION FENCE LOCATED 3 FEET OUTSIDE DRIP

LINE, PROTECT OVERHANGING LIMBS FROM DAMAGE AS

REQUIRED.

GENERAL SITE PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK/HATCH LEGEND

ANTICIPATED AREA OF

DISTURBANCE TO BE HYDRO-

SEEDED AFTER CONSTRUCTION.

ALL DISTURBED AREAS TO BE

HYDROSEEDED

EXISTING

FENCE

EXISTING SHED

EXISTING

SECURE PARKING

BAKERY

EXISTING

OPEN PARKING

POST SIDING ROAD

EX IST IN

G

FEN

C

E

ACCESS

CONTROLL

ED GATE

GATE

CONTRACTOR

ENTRY PATH. AREA

UP TO FENCE DOES

NOT HAVE TO BE

SEEDED UPON

COMPLETION

EXISTNG FENCE

& GATE TO

REMAIN,

TEMPORARILY

REMOVE

FENCE/GATE

AS REQUIRED

FOR NEW WATER

LINE,

REINSTALL

CONTRACTOR

STAGING

PHASE 2

EXISTING

FENCE

BAKERY

PHASE 2

FUTURE

BUILDING

SITE

EXISTING

WATERLINE

NEW HYDRANT

OPTION ITEM 2

EXISTING FENCE TO REMAIN

DELIVERY

& FIRE

ACCESS

EJ

GRAVEL SURFACE

ADA PARKING

SPACE

ANTICIPATED AREAS OF RE-SEEDING,

ALL DISTURBED AREAS TO RECIEVE

NATIVE GRASS HYDROSEED

NEW X-FORMER PAD

BY G.C., COORD. W UTILITY

CONCRETE

SIDEWALK

GRAVEL SUBSTRATE

BITUMINOUS CONCRETE

EXPANSION JOINT @ 8' - 12'

LOCATION ON SITE

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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A100

SITE PLAN

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

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PLAN

1" = 50'-0"

SITE PLAN - AREA PLAN

N N

1/16" = 1'-0"

SITE PLAN - ENLARGED

3" = 1'-0"

SIDEWALK EXPANSION JOINT

0' 25' 50' 100'

THIS SITE PLAN IS FOR GENERAL USE ONLY. SEE CIVIL SITE PLAN FOR GRADING, LAYOUT, UTILITIES, AND OTHER DETAILED

CONSTRUCTION INFORMATION.

0' 8' 16' 32'

# DATE REVISION

OPTION ITEM 5

OPTION ITEM 6

(SEE OPTION

ITEM 7)

JeffD

C C

B B

D D

A A

A201

A2012 A201 4

A201

100' - 0"

11' - 0" 7' - 3" 6' - 0" 8' - 6" 3' - 4" 7' - 0" 16' - 0" 3' - 7" 3' - 0" 7' - 5"

43' - 1"

43' - 1" 30' - 0"

6'

8" 6'

5"

2'

9'

6" 8'

2"

7'

OPENING

10' x 7'-2"

EXISTING FLOOR TO REMAIN

SEE EQUIPMENT

PLAN FOR ADD'L

INFO.

103A

103B

103C

103D

106A

106B

104A

103E

102A

102B 101A 100A i2 verify w shower

1584 SF

WOOD SHOP - 103

171 SF

HPT OFFICE - 102

76 SF

STORAGE - 101

143 SF

SHOP LAUNDRY - 106

183 SF

GLASS SHOP - 104

107 SF

BATHROOM - 105

A802

A802 i2 i1 i2

DUST COLLECTOR

ROOF OVERHANG

1'

5" 8'

7"

8'

7" 5'

5"

15' - 0"2' - 0"

2'

0"

0"

106a

103b

103a

102a

102b

100a

104a

A501

Sim

A501

Sim

A501

Sim

A501

Sim

A501

Sim

198 SF

SHOP - 100

A202

A301

A301

A301

A301

SELF-LEVELING

FLOOR FILL, SEE

FINISH PLAN

AIR COMPRESSOR

BY OWNER, PIPING

INCLUDED IN OPTION

ITEM #3

SLAB & STRUCTURE

OPTION ITEM 1

BASE BID

SLAB

NEW PAD MTD.

TRANSFORMER. 6" CONC.

PAD +/- 6'X'6' BY G.C.,

COORD. SIZE WITH UTILITY.

FIELD VERIFY FINAL

LOCATION.

MODIFY DOWNSPOUT

TO KICK SOUTH, MOVE

SPLASHBLOCK

1. JAMB THICKNESS TO BE SITE VERIFIED

2. EXISTING EXTERIOR DOORS & WINDOWS TO REMAIN WILL BE INSPECTED AND

RESTORED IF NECESSARY.

3. DOOR & WINDOW JAMBS TO BE EXTENDED WHERE FURRED WALLS HAVE BEEN

ADDED.

GENERAL DOOR & WINDOW NOTES

1. DIMENSIONS ARE TO FACE OF STUD, EXISTING WALL FINISH, MASONRY, OR DOOR/WINDOW

OPENINGS. DIMENSIONS OF EXISTING CONSTRUCTION ARE ESTIMATED - VERIFY

DIMENSIONS OF ALL EXISTING CONSTRUCTION IN THE FIELD. DIMENSIONS TO OPENINGS

ARE NOMINAL. VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS.

2. EXISTING CONSTRUCTION TO REMAIN SHOWN GREY, NEW CONSTRUCTION SHOWN BLACK.

3. VERIFY EXISTING WALL CONSTRUCTION AND THICKNESSS FOR DOOR INSTALLATION

4. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE

USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

5. EXISTING CONCRETE FLOORS TO BE REPAIRED WHERE CRACKS HAVE FORMED. SEE

FINISH PLAN.

GENERAL FLOOR PLAN NOTES

NOTE: SEE ELEVATIONS AND FINISH

SCHEDULES FOR WALL FINISHES, TYPICAL

ALL WALL TYPES

5/8" GYPSUM

BOARD TYPE X

3" "NAILSTRIP" RIGID

INSULATION W

NAILERS

INTERIOR WALL TYPES

INTERIOR FURRED PARTITION

NON-RATED

2X4 WD

STUDS @ 16"

O.C.

5/8" GYPSUM

BOARD TYPE X

5/8" GYPSUM

BOARD TYPE X

2X6 WD STUDS

@ 16" OC

5/8" GYPSUM

BOARD TYPE X

INTERIOR PARTITIONINTERIOR PARTITION

NON-RATEDNON-RATED

i3i2i1

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

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A101

FLOOR PLAN & SCHEDULES

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

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EXISTING WINDOW SCHEDULE

Mark Width Height Comments

100A 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

100B 2' - 11" 1' - 8" EXISTING - NO WORK

101A 2' - 6" 3' - 0" EXISTING - NO WORK

102A 3' - 1 1/4" 5' - 7 1/2" ADD JAMB EXTENSION FOR NEW FURRED WALL

102B 2' - 11 1/4" 3' - 0" ADD JAMB EXTENSION FOR NEW FURRED WALL

102C 4' - 11" 1' - 8" EXISTING - NO WORK

103A 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103B 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103C 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103D 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103E 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

103F 4' - 11" 1' - 8" Remove sash, frame to remain. Install mechanical louver

103G 4' - 11" 1' - 8" EXISTING - NO WORK

104A 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106A 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106B 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106C 2' - 11" 1' - 8" EXISTING - NO WORK

1/4" = 1'-0"

FLOOR PLAN

N N

PLAN

# DATE REVISION

JeffD

INTERIOR EXTERIOR

SET IN MASTIC BED

CONCRETE FASTENER

BACKER ROD W/ SEALANT

8" DUST COLLECTION DUCT

ROUND METAL COLLAR

SET IN SEALANT

PACKED INSULATION

ROUND METAL COLLAR

SET IN SEALANT

C C

B B

D D

A A

EXISTING ROOF TO

REMAIN

A102

5 1/2" / 1'-0"5 1/2" / 1'-0"

A301

A301

A301

A301

EXISTING

VENTING TO

REMAIN

RUN NEW PLUMBING

VENT THROUGH CENTER OF

EXISTING EXHAUST CAP A202

C

B

1 3

D

A

CRITICAL NOTE: PROTECT

ROOF AND GUTTERS DURING

ALL CHIMNEY AND ROOF-TOP

MECHANICAL WORK

2" AIR GAP

[NEW]INSULATION BAFFLE, RUN 48"

FROM EAVE, MINIMUM

BAFFLE SPACER TAB

[NEW] BLOWN-IN INSULATION

DISTANCE

4' BAFFLE

[EXIST] CLAY ROOF TILE

[EXIST] BATTEN

[EXIST] ROOF PURLIN

(EXIST) GUTTER

[EXIST] EAVE TRIM

[EXIST] BLOCKING

[EXISTING WALL ASSEMBLY]

NOTE: VENT BAFFLES DO

NOT CONNECT TO EAVE VENTS.

VENTILATION IS THROUGH GAPS

IN SHEATHING AND CLAY TILES

BAFFLES ARE TO PROVIDE GAP

FROM SHEATHING TO INSULATION

ADD TRIM BLOCK AT VENTS FOR

FLUSH VENT MOUNTING

EXHAUST VENTS, SEE MECH.

EXHAUST VENT,

SEE MECH.

1. THIS PROJECT DOES NOT INCLUDE ANY SPECIFIC ROOFING WORK. THE

EXISTING CLAY TILE ROOF TO REMAIN.

2. GUTTERS AND DOWNSPOUTS TO REMAIN. MODIFY ONE DOWNSPOUT AS

INDICATED TO CHANGE KICK-OUT TO NOT DRAIN ONTO CONCRETE.

3. SOME WORK, INCLUDING CHIMNEY CAPS AND VENTS, WILL REQUIRE

ROOF ACCESS. EXISTING ROOF TILES MUST BE PROTECTED BY RIGID

INSULATION PANELS WHEN EVER CONSTRUCTION PERSONNEL ACCESS

THE ROOF.

DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A

COMPLETE SET FOR BIDDING & 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 & SUPPLIERS MUST REVIEW

ENTIRE DRAWING SET & SPECIFICATIONS.

ROOF NOTES:

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

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A102

ROOF PLAN & EXT. DETAILS

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

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EXT. CHIMNEY - NORTH

EXT. CHIMNEY- WEST

FILL ANY CRACKS ALONG TOP

EDGE OF CHIMNEYS, ADD

SLOPED GROUT TOP TO

CHIMNEY, PAINT WHITE

• PREP SURFACE/ROUGH

• PRIME SURFACE

• APPLY GROUT

• TOOL/GRIND FLUSH WITH

CHIMNEY SURFACE

• PAINT

3" = 1'-0"

DUST DUCT @ WALL

ROOF PLAN

4 N N

PLAN

1" = 1'-0"

EAVE DETAIL

0' 4' 8' 16'

1 1/2" = 1'-0"

ROOF NOTES

# DATE REVISION

JeffD

F

C C

B B

D D

A A

C

B

1 3

D

A

NEW PULL

DOWN LADDER

A103

LIGHT FIXTURE,

TYP. HANG BELOW

DUCTWORK.

SURFACE

MTD.

AS PER MFR.

FIELD VERIFY WIDTH OF THE STAIR TO FIT

OPENING WIDTH. OPENING LENGTH TO BE

INCREASED TO FIT LADDER UNIT. BRACE AND

MODIFY OPENING IN TRUSS AS PER MFR.

ATTIC STAIR

MOUNTING

FLANGE

STEEL FOLDING LADDER UNIT:

RAINBOW F-SERIES, 22.5" WIDE X

REQUIRED HEIGHT.

EXISTING 2X6

NEW 2X8

HINGE END

OF LADDER

(2) 2X8 HEADER

AT HINGE

PAINTED PLYWOOD

COVER

RIGID INSULATION

INTEGRAL STEEL TRIM

+/- 12'

FIELD VERIFY

TRUSS BOTTOM

CHORD

+/- 12'

FIELD VERIFY

EXISTING FRAMING LAYOUT

2X6 CEILING FRAMING TYP.

REVISED FRAMING

(2) 2X8

NEW 2X8 EA.

SIDE

A34 CLIP @ EA.

EXISTING 2X

JOIST HANGER

TYP.

(2) 2X8 HANGER,

REMOVE EX. BLOCKING

AS REQUIRED

(2) 2X8 NAIL TO

EXISTING

A103

EXISTING GRILL,

PAINT WHITE

NEW NAILER

GYP BD, PAINT BLACK

EXISTING OPENING FRAMING

NEW INSULATION

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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A103

REFLECTED CEILING PLAN

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

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1/4" = 1'-0"

REFLECTED CEILING PLAN

3" = 1'-0"

ATTIC LADDER

1/2" = 1'-0"

ATTIC LADDER PLAN

3" = 1'-0"

CEILING VENT INFILL

# DATE REVISION

JeffD

F

F

F

F

SD

D D

T

DUST COLLECTION

COMPRESSOR, BY

OWNER

G

LA

SS

C

U

TT

E R

S

F

ST

O R

A G

E -1

WALL OPENING

SLIDER

TB

D O

O R

R A

C K

SA

SH

R A

C K

ST

O

R

LU

M

BE

R

R A

C K

C

O

VE

R

ED

0'4'8'16'

DDT

BS

SH 1

PSW

SH 4

SH 2

BSW 2

JN

PL

R 1

DP

GR GR

MM1

MM2

171 SF

HPT OFFICE - 102

1584 SF

WOOD SHOP - 103

183 SF

GLASS SHOP - 104

107 SF

BATHROOM - 105

143 SF

SHOP LAUNDRY - 106

COVERED

STORAGE,

OPTION ITEM

EAVE-PROTECTED

STORAGE

DELIVERY TO SHOP

CS 1

SH 3

L 1

TB 1

TS-1

TS 2

DS

BSW 1

SSW

CLAMP

S ETC.

TB 1

STORAGE

RACKS, BY OWNER

OPTION ITEM: EQUIPMENT RELOCATION

RELOCATION OF THE WOODWORKING EQUIPMENT FROM THE EXISTING SHOP FACILITY LOCATED AT 1600 CATLIN STREET, MISSOULA, APPROXIMATELY 2.6 MILES FROM THE PROJECT SITE IS OPTION ITEM #4

OPTION ITEM TO INCLUDE:

• LOADING EQUIPMENT FROM EXISTING SHOP ONTO TRANSPORTATION EQUIPMENT

• MOVING EQUIPMENT INTO THE THE BAKERY BUILDING

• SETTING THE EQUIPMENT IN IT'S FINAL LOCATION AT THE DIRECTION OF USFS HISTORIC PRESERVATION STAFF

• HOOKING UP POWER AND DUST COLLECTION TO EQUIPMENT ONCE PLACED

• EQUIPMENT TO BE MOVED IS INCLUDED IN THE SPECIFICATIONS

NOT INCLUDED IN THE OPTION ITEM: MOVING OR SET UP OF OWNER-CONSTRUCTED CUSTOM RUN-OUT TABLES FOR TABLE SAWS, OWNER-PROVIDED BASE CABINET AND RUN OUT TABLES FOR MITER SAW, OR OTHER OWNER PROVIDED EQUIPMENT ACCESSORIES. THE OWNER WILL MOVE AND SET UP THESE ITEMS IN COORDINATION WITH THE CONTRACTOR.

TABLE SAWS

CUSTOM RUN-OUT

TABLES TO BE

MOVED BY OWNER

SHAPER 1 PLANER JOINER

LATHESHAPER 4, 2 & 3 SIMILARLOBO - TENONER/MORTISE COMBO

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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A104

EQUIPMENT PLAN

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

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1/4" = 1'-0"

EQUIPMENT PLAN

Equipment Schedule Type Mark Type Comments Dust Collection Use Pattern

BS BELT SANDER Medium Occasional, Low duration

BSW 1 BAND SAW Low Occasional, Low duration

BSW 2 BAND SAW Medium Occasional, Long duration

CS 1 CHOP SAW Medium Occasional, Short duration

DP DRILL PRESS none

DS DRUM SANDER High Occasional, Long duration

GR BENCH GRINDER none

GR BENCH GRINDER none

JN JOINER High Occasional, Long duration

L 1 LATHE Low Infrequent

LST LOBO TENONER Very High Infrequent, this machine has 4 dust outputs

MM1 MORTISE MACHINE Low Occasional, Short duration

MM2 MORTISE MACHINE Low Occasional, Short duration

PL PLANER High Frequent, long duration - production

PSW PANEL SAW Medium Occasional, Short duration

R 1 ROUTER Medium Occasional, medium duration

SH 1 SHAPER High Frequent, long duration with power feed

SH 2 SHAPER - SMALL Medium Occasional, long duration

SH 3 SHAPER - SMALL Medium

SH 4 SHAPER - Med High Occassionl, long duration with power feed

SSW SCROLL SAW Low Infrequent

TN TENONER Low Infrequent, short duration

TS 2 TABLE SAW High Frequent, long duration - production

TS-1 TABLE SAW High Frequent, long duration - production

NN

ALL EQUIPMENT SHOWN ON THIS PLAN IS TO BE SUPPLIED

AND PLACED BY THE OWNER.

1/4" = 1'-0"

EQUIPMENT PHOTOS

# DATE REVISION

JeffD

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK/HATCH LEGEND

ANTICIPATED AREA OF

DISTURBANCE TO BE HYDRO-

SEEDED AFTER CONSTRUCTION.

ALL DISTURBED AREAS TO BE

HYDROSEEDED

1. THIS LEGEND DOES NOT INCLUDE ALL

MATERIALS. SEE NOTES AND REFERENCED

DETAILS FOR ADDITIONAL INFORMATION.

2. ALL EXPOSED WOOD & FIBER CEMENT TO

BE PAINTED.

3. PAINT ALL WINDOW TRIM, WD SOFFITS &

ROOF FASCIAS COLOR P11.

NOTES

MATERIALS LEGEND

COMPOSITE ROOF SHINGLES

CAST IN PLACE CONCRETE

Level 1

100' - 0"

Level 2

112' - 0"

2 13

100A 101A 102B

A301

Level 1

100' - 0"

Level 2

112' - 0"

C BD A

100B103D 103C 103G

103a

103B 103A

100a

A301

MODIFY DOWNSPOUT

TO KICK SOUTH, RELOCATE

SPLASH BLOCK

Level 1

100' - 0"

Level 2

112' - 0"

CB DA

102C 103F

102a

102A

103b 103E 104A

A301

REMOVE SASH,

INSTALL LOUVER

CRACK REPAIR &

GROUT CAP,

SEE DETAIL

INTAKE, SEE MECH

BOOT

INTAKE, SEE MECH

CRACK REPAIR &

GROUT CAP,

SEE DETAIL

PAINT CHIMNEY

WHITE

PAINT CHIMNEY - WHITECRITICAL NOTE: PROTECT

ROOF AND GUTTERS DURING

ALL CHIMNEY AND ROOF-TOP

MECHANICAL WORK

Level 1

100' - 0"

Level 2

112' - 0"

21 3

106C 106B

104a

A301

CRACK REPAIR

PAINT CHIMNEYS

WHITE

GRUOT CAP

MODIFY DOWNSPOUT

TO KICK SOUTH, MOVE

SPLASHBLOCK

DATE:

SHEET:

317 N. Cruse Ave. Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

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P a r c h i t e c t u r e - p l a n n i n g - d e s i g n

SHEET OF 42

SHEET SIZE 24x36. WRITTEN

SCALES ARE ACCURATE

PLOTTED 24x36. TEST LINE

BELOW 2" IF PLOTTED FULL

SIZE:

2"

4/

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9:

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A201

EXTERIOR ELEVATIONS

USFS Fort Missoula, Missoula, MT

BUILDING 105 - BAKERY

RENOVATION

C O

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1/8" = 1'-0"

NORTH ELEVATION

1 1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

41/8" = 1'-0"

SOUTH ELEVATION

EXISTING WINDOW SCHEDULE

Mark Width Height Comments

100A 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

100B 2' - 11" 1' - 8" EXISTING - NO WORK

101A 2' - 6" 3' - 0" EXISTING - NO WORK

102A 3' - 1 1/4" 5' - 7 1/2" ADD JAMB EXTENSION FOR NEW FURRED WALL

102B 2' - 11 1/4" 3' - 0" ADD JAMB EXTENSION FOR NEW FURRED WALL

102C 4' - 11" 1' - 8" EXISTING - NO WORK

103A 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103B 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103C 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103D 3' - 1 1/4" 5' - 7 1/2" EXISTING - NO WORK

103E 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

103F 4' - 11" 1' - 8" Remove sash, frame to remain. Install mechanical louver

103G 4' - 11" 1' - 8" EXISTING - NO WORK

104A 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106A 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106B 2' - 11 1/4" 3' - 0" EXISTING - NO WORK

106C 2' - 11" 1' - 8" EXISTING - NO WORK

# DATE REVISION

JeffD

D D

A202

A2024

ROOF OUTLINE ABOVE

1'

5"

14' - 0"

7' - 5"3' - 0"3' - 7"

4x6x3/16

T.S. POSTS

1'

5"

8'

7" 8'

7"

1'

5"

6' - 0"

12" THICK

SLAB

C C

D D

5 1/2" / 1'-0"

12' - 8"

Level 1

100' - 0"

3' - 0"

A202

A202

Sim

A202

Sim

A202

Sim6' -

3"

2' - 1"

5 1/2" / 1'-0"

4x6x 3/16" T.S.

TRUSS

3' - 0"

Level 1

100' - 0"

D

1' - 5" 1' - 5"

20' - 0"

A202

Sim

LUMBER RACKS

BY OWNER

1/2" THRU BOLTS

4"x 6" x 1/4" HSS

3/8" STEEL PLATE, 4" X 18"

WELDED CONNECTION ALL SIDES

4"x 6"x 1/4" HSS COLUMN

1' - 6"

2" 5"

12" CONCRETE

THICKENED SLAB

(4) 1/2" x 10" ANCHOR

BOLTS W/ LEVELING

NUT - AT 1 1/2" FROM

CORNER OF PLATE

NON-SHRINK MORTAR

GRAVEL

SUBSTRATE

9" x 13" x 3/8" BASE PLATE

WELDED CONNECTION

2 1/2" 6" 2 1/2"

1 1/2"

MET…