J2_1240LU25R0018ProjectPlans.pdf

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FORT MISSOULA RD

POST SIDING RD

BITTERROOT RIVER

PROJECT LOCATION

3085 POST SIDING RD,

MISSOULA, MT 59801

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MISSOULA, MT

PROJECT

LOCATION

FORT MISSOULA RD

POST SIDING RD

BITTERROOT RIVER

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FORT MISSOULA RD

LT MOSS RD

FORT MISSOULA RD

BELLA VISTA LN

T150

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DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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COVER

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

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U.S. FOREST SERVICE T-150

FORT MISSOULA, MISSOULA, MT

PROJECT ORDER NO. 1240LU23F0047

THESE DRAWINGS WERE PREPARED BY MOSAIC ARCHITECTURE, P.C. FOR CONSTRUCTION OF THE PROJECT DESCRIBED HEREIN. AS SUCH, THE DOCUMENTS ARE THE PROPERTY OF MOSAIC ARCHITECTURE, P.C. & MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM MOSAIC ARCHITECTURE, P.C.

SHEET INDEX VICINITY MAP - NOT TO SCALE

AMBER RICHARDSON, PE

FOREST ENGINEER, LANDS AND MINERALS STAFF OFFICER

FOREST SERVICE

BITTERROOT NATIONAL FOREST

406.363.7160

PROJECT DIRECTORY

ENLARGED VICINITY MAP - NOT TO SCALE

ARCHITECTURAL DRAWINGS

A001 CODE INFORMATION

A002 GENERAL INFORMATION

A003 ASSEMBLY TYPES

A011 DEMOLITION PLAN

A101 SITE PLAN - SITE DETAILS & OPTION ITEM 1

A110 FLOOR PLANS

A120 REFLECTED CEILING PLANS

A130 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A310 WALL SECTIONS

A401 STAIR DETAILS

A402 MEZZANINE GUARDRAIL DETAILS

A403 ENLARGED PLANS & INT ELEVATIONS - OPTION ITEM 3

A501 EXTERIOR DETAILS

A502 EXTERIOR DETAILS

A510 EXTERIOR OPENING DETAILS

A601 DOOR TYPES, DETAILS & SCHEDULE

A602 DOOR DETAILS

A701 FINISH PLANS & SCHEDULE

A702 INTERIOR DETAILS

A703 ACOUSTIC CEILING CLOUD DETAILS - OPTION ITEM 6

Grand total: 22

CIVIL DRAWINGS

C100 EXISTING SITE PLAN

C101 DEMOLITION PLAN

C102 OVERALL SITE PLAN

C103 GRADING PLAN

C104 WEST PARKING GRADING PLAN

C105 ROOF DRAIN SYSTEM

C106 DEMOLITION AND SITE PLAN - OPTION 1

C106A PARKING LOT MARKING AND FENCING PLAN

C107 DETAILS

C108 DETAILS

Grand total: 10

STRUCTURAL DRAWINGS

S000 GENERAL STRUCTURAL NOTES

S001 GENERAL STRUCTURAL NOTES

S002 ANNOTATIONS AND SYMBOLS & ABBREVIATIONS

S003 STATEMENT OF SPECIAL INSPECTION

S004 STATEMENT OF SPECIAL INSPECTION

S110 FOUNDATION/ MAIN FLOOR STRUCTURAL PLAN

S120 MEZZANINE STRUCTURAL PLAN

S130 ROOF STRUCTURAL PLAN

S201 BRACED FRAME ELEVATIONS

S500 CONCRETE DETAILS

S501 CONCRETE DETAILS

S600 STEEL DETAILS

S601 STEEL DETAILS

S602 SOFFIT FRAMING DETAILS

S650 STEEL DECK DETAILS

S700 CLT DETAILS

S750 COLD FORMED STEEL DETAILS

S800 SEISMIC FORCE RESISTING SYSTEM DETAILS

Grand total: 18

FIRE SUPPRESSION DRAWINGS

F001 FIRE SUPPRESSION COVER SHEET

F120 FIRE SUPPRESSION LEVEL 1

F121 FIRE SUPPRESSION ROOF

F301 FIRE SUPPRESSION BUILDING SECTIONS

Grand total: 4

PLUMBING DRAWINGS

P001 PLUMBING LEGEND & NOTES

P002 PLUMBING SCHEDULES

P003 PLUMBING SCHEDULES

P004 PLUMBING DETAILS

P100 PLUMBING UNDERSLAB PLAN

P101 PLUMBING FLOOR PLAN

P102 PLUMBING ENLARGED PLAN

Grand total: 7

MECHANICAL DRAWINGS

M001 MECHANICAL LEGEND & NOTES

M002 MECHANICAL SCHEDULES

M003 MEP SCHEDULES

M004 MECHANICAL DETAILS

M005 MECHANICAL DETAILS

M101 MECHANICAL FLOOR PLAN

M102 MECHANICAL MEZZANINE PLAN

Grand total: 7

ELECTRICAL DRAWINGS

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E002 ELECTRICAL DETAILS

E003 ELECTRICAL DETAILS

E004 ELECTRICAL SCHEDULES

E005 ELECTRICAL SCHEDULES

E101 ELECTRICAL POWER AND SIGNAL PLANS

E102 ELECTRICAL HEAT TRACE PLAN AND DETAILS

E103 ELECTRICAL LIGHTING PLANS

E104 ELECTRICAL SITE PLAN - BASE BID

E105 ELECTRICAL SITE PLAN - ALTERNATE 1

E106 ELECTRICAL PHOTOMETRIC CALC

Grand total: 11

ICT DRAWINGS

T001 ICT SYMBOLS AND ABBREVIATIONS

T002 ICT DETAILS

T101 STRUCTURED CABLING PLANS

T102 SECURITY PLANS

T103 ICT SITE PLAN

T104 STORAGE ICT SPACE - ENLARGED VIEW

Grand total: 6

SUMMARY OF WORK

NEW BUILDING T-150 SUMMARY OF WORK CONSISTS OF NO CHANGE OF USE

AND WILL REMAIN A WAREHOUSE TYPE FUNCTION AT THE SAME LOCATION AND

SIMILAR SIZE AND FORM.

DESCRIPTION: ABATEMENT AND DEMOLITION OF EXISTING WAREHOUSE. NEW

WAREHOUSE BUILD IN THE SAME LOCATION AND SIMILAR FOOTPRINT AS

EXISTING. NEW BUILD INCLUDES: OPEN SHOP SPACE, OPEN STORAGE, FITNESS

ROOM, RESTROOMS AND A MEZZANINE FOR OPEN STORAGE. MINIMAL SITE

WORK TO INCLUDE SECURITY FENCING AND ACCESS CONTROLS, PATHS AND

APRON.

OPTION ITEMS (ADDITIVE BID ITEMS 1 - 5)

OPTION ITEM 1 - SITEWORK

TO INCLUDE ALL WORK AS NOTED ON CIVIL PLANS BEYOND 5'-0" OF BUILDING

FOOTPRINT OF THE NEW BUILDING.

OPTION ITEM 2 - FITNESS AND RESTROOM AREAS

ROOMS 104 - 108 AND ALL ASSOCIATED MECHANICAL AND LIGHTING SYSTEMS,

WALL FRAMING AND INTERIOR FINISHES AS WELL AS PLUMBING FIXTURES. SEE

ASSOCIATED SHEETS FOR SCOPE OF ITEMS AND AREA OF WORK.

OPTION ITEM 3 - INTERIOR CAGED WALL PARTITIONS

ALL NOTED WALL TYPE i2A AND ASSOCIATED ACCESSORIES (GATES, HARDWARE, ETC)

OPTION ITEM 4 - INTERIOR CEILING FANS

(3) LARGE AREA FANS AS NOTED ON PLANS AND ASSOCIATED ELECTRICAL AND

CONTROLS.

OPTION ITEM 5 - ACOUSTIC WOOD CEILING CLOUDS

(7) GROUPS OF (8) ACOUSTIC WOOD CEILING CLOUDS TO BE BUILT FROM

SALVAGED WOOD OF EXISTING T150. SEE RCP AND DETAILS. THESE CLOUDS

WOULD BE HUNG FROM THE BOTTOM OF THE MEZZANINE DECK.

ARCHITECT:

MOSAIC ARCHITECTURE, P.C.

317 N. CRUSE AVE., SUITE 201

HELENA, MT 59601

USFS CONTRACTOR OFFICER'S REP:

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / FIRE SUPPRESSION / TELCOM

ENGINEERING:

MORRISON MAIERLE

1055 MOUNT AVENUE

MISSOULA, MT 59801

CIVIL ENGINEERING:

GREAT WEST ENGINEERING

720 2nd STREET

GREAT FALLS, MT 59405

# DATE REVISION

UP UP

DN DN

GROSS

1428 SF

B

GROSS

8751 SF

S-1

EATD 136' < 250' (OK)

C.P.E.T. 63' < 100' (OK)

FE

173' - 3 5/8"

DIAGONAL LENGTH

MWD E

E

E

E

S

F

NONRATED WALL: WITH NO OPENING PROTECTION REQUIRED AT DOORS,

WINDOWS, DUCTS, PENETRATIONS, AND JOINTS UON. 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 ABA-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).

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

(2) MEANS OF EGRESS ARE REQUIRED, PER §1006.2.1.

IU INCIDENTAL USE W/ REQUIRED SEPARATION PER TABLE 509.1. SHALL NOT

OCCUPY >10% OF FLOOR AREA OF STORY IN WHICH LOCATED, AND IS

CALCULATED AS PART OF OCCUPANCY IN WHICH IT IS LOCATED.

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 B AREA

EXIT ACCESS TRAVEL DISTANCE (E.A.T.D.) - MAXIMUM 250' FOR 'S-1'

OCCUPANCY W/ SPRINKLER SYSTEM, PER TABLE 1017.2. MAXIMUM DISTANCE

FOR EACH STORY SHOWN.

COMMON PATH OF EGRESS TRAVEL (C.P.E.T.) - MAXIMUM 100' FOR 'S-1'

OCCUPANCY W/ SPRINKLER SYSTEM, 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 S-1 AREA

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)

THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES:

2024 International Building Code (IBC) 2024 International Mechanical Code (IMC) 2024 International Fuel Gas Code (IFGC) 2024 International Plumbing Code (IPC) 2023 National Electrical Code (NEC) 2024 International Fire Code (IFC) 2024 International Energy Conservation Code (IECC) 2010 Architectural Barriers Act (ABA) Standards

APPLICABLE BUILDING CODES

OCCUPANCY GROUPS:

(CHAPTER 3&4)

• B - BUSINESS GROUP

• S-1 - MODERATE HAZARD STORAGE (REPAIR GARAGE (406.8))

• ACCESSORY OCCUPANCIES PER SEC. 508.2 WHERE OCCURS.

• INCIDENTAL USES PER TABLE 509 WHERE OCCURS.

NONSEPARATED OCCUPANCIES:

(SEC. 508.3.2)

CONSTRUCTION TYPE:

(TABLE 601)

TYPE V-B, SPRINKLERED

ALLOWABLE FLOOR AREA (At):

(TABLE 506.2)

B:

S-1:

36,000 SF

36,000 SF

ALLOWABLE FLOOR AREA:

1 STORY BLDG: (Aa)

(SEC. 506.2.1)

S-1:

ALLOWABLE NO. OF STORIES /

HEIGHT:

(TABLE 504.4/504.3)

S-1: 4 STORY / 65 FT*

*MOST RESTRICTIVE REQUIREMENTS GOVERN

OCCUPANT LOAD BY FLOOR: LEVEL 1 34

SEE CODE ANALYSIS PLANS THIS SHEET.

SUMMARY CODE REVIEW

PROJECT DESCRIPTION: DEMOLITION OF EXISTING WAREHOUSE. NEW WAREHOUSE BUILD

INCLUDES: SHOP SPACE, OPEN STORAGE, FITNESS ROOM, RESTROOMS

AND A MEZZANINE FOR OPEN STORAGE.

ACTUAL NO. OF STORIES / HEIGHT: 1 STORY / 29 FT; OK

OCCUPANT LOADS/ EGRESS DESIGN:

(SEC. 1004 + TABLE 1004.5)

BUSINESS: 150 GROSS, 1,428SF = 10

WAREHOUSE: 500 GROSS, 12,021SF= 24

TOTAL OCCUPANCY FOR EGRESS: 34

SEE CODE ANALYSIS PLAN. OCCUPANT LOADS BASED ON MAX. FLOOR

AREA IN SQ FT PER OCCUPANT FROM TABLE 1004.5:

EGRESS WIDTH PER OCC. SERVED:

(SEC. 1005.3.1)

(SEC. 1005.3.2)

STAIRWAYS:

OTHER EGRESS

COMPONENTS:

0.2 INCHES / OCCUPANT (SPRINKLERED)

0.15 INCHES / OCCUPANT (SPRINKLERED)

INTERIOR FINISH REQUIREMENTS:

(TABLE 803.13)

INTERIOR EXIT STAIRWAYS, EXIT RAMPS & EXIT PASSAGEWAYS: CLASS C.

CORRIDORS & ENCLOSURE FOR EXIT ACCESS STAIRWAYS & EXIT ACCESS

RAMPS: CLASS C. ROOMS AND ENCLOSED SPACES: CLASS C

THIS MIXED OCCUPANCY BUILDING INCORPORATES NONSEPARATED

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.

ACTUAL FLOOR AREA: 10,238 SF

36" AT STAIRWAYS (OCC LOAD < 50) [IBC §1011.2];

32" CLEAR AT DOORS [§1010.1.1],

36" AT CORRIDORS, AISLES & EXIT PASSAGEWAYS (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)

S-1 OCCUPANCY, OCC LOAD <30:

S-1 OCCUPANCY, OCC LOAD >30:

NOT REQUIRED (SPRINKLERED)

0-HOUR (SPRINKLERED)

OPENING PROTECTIVES:

(TABLE 716.1(2))

N/A N/A N/A N/A N/A

0-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 67% OF BLDG PERIMETER:

If = .50

PROPOSED NEW

BUILDING

B: 5 STORIES/ 65 FT

MEZZANINE:

(SEC. 505)

LEVEL 1 = 10,238 SF

1/3 OF 10,238 = 3413 SF ALLOWABLE > MEZZANINE 3,274 SF; OK

Aa = At + [NS x If] Aa = 36,000 + [9,000 x .50] Aa = 40,500 SF

S-1:

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

BUILDING ELEMENT

TABLE 601 STRUCTURAL FRAME

RATING

0 HR

TABLE 601 EXTERIOR BEARING WALLS: FIRE SEP <5' 2 HR - N/A

TABLE 601 INTERIOR BEARING WALLS 0 HR

TABLE 705.5 EXTERIOR NONBEARING WALLS: FIRE SEP <5' 2 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' 2 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: 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

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 2024

INTERNATIONAL BUILDING CODE. SEE STRUCTURAL FOR SPECIFIC REQUIREMENTS. INSPECTIONS SHALL BE PAID BY THE CONTRACTOR WITH REPORTS PROVIDED BY 3RD PARTY TESTERS DIRECTLY

TO THE GOVERNMENT.

a) SPECIAL INSPECTIONS:

- INSPECTION OF FABRICATORS (1704.2.5)

- STEEL CONSTRUCTION (1705.2)

- CONCRETE CONSTRUCTION (1705.3)

- MASS TIMBER CONSTRUCTION (1705.5.3)

- MASONRY CONSTRUCTION (1705.4)

- MASS TIMBER CONSTRUCTION (1705.5.3)

- WOOD CONSTRUCTION (1705.5)

- SOILS (1705.6)

- SPECIAL CASES (1705.1.1)

EPOXY SET ANCHORS

POWDER-ACTUATED FASTENERS

CONCRETE EXPANSION ANCHORS

b) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1705.13):

- STRUCTURAL STEEL (1705.13.1)

- STRUCTURAL WOOD (1705.13.2)

- COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION (1705.13.3)

IECC COMPLIANCE FOR COMMERCIAL PROJECTS

CLIMATE ZONE: 6

INSULATION REQUIREMENTS - IECC 2021 TABLE C402.1.3/C402.1.4

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

METAL FRAMED WALLS, ABOVE GRADE R-13 CAVITY + R-12.5 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-38

FLOORS - MASS R-16.7 CONTINUOUS

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

EDGE)

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

OPAQUE SWINGING DOORS: U-0.37, MAXIMUM

GARAGE DOORS <14% GLAZING: U-0.31, MAXIMUM

SKYLIGHT U-FACTOR: 0.50, MAXIMUM

FIXED FENESTRATION U-FACTOR: 0.34, MAXIMUM

OPERABLE FENESTRATION U FACTOR 0.42 MAXIMUM

ENTRANCE DOOR: 0.63, MAXIMUM

SHGC 0.40 WITH ADJUSTMENT FOR PROJECTION FACTOR >.2

INSULATION TO BE PROVIDED - REQUIREMENTS IN OTHER AREAS OF DRAWINGS OR SPECIFICATIONS TAKE

PRECEDENCE OVER THE FOLLOWING REQUIREMENTS:

ROOFS R-30 CONTINUOUS ABOVE DECK

METAL FRAMED WALLS: R-13 CAVITY + R18 CONTINUOUS

UNHEATED SLAB: R-20 VERTICAL FOR 24" BELOW (FULL HEIGHT OF THICKENED SLAB

EDGE)

OPAQUE SWINGING DOORS: U-0.37, MAXIMUM

GARAGE DOORS <14% GLAZING: U-0.31, MAXIMUM

FENESTRATION U-FACTOR (FIXED): 0.34, MAXIMUM

FENESTRATION U-FACTOR (OPERABLE): 0.42, MAXIMUM

ENTRANCE DOOR: 0.63, MAXIMUM

SHGC 0.40 WITH PROJECTION FACTOR <.2

PLUMBING FIXTURE COUNTS

(CHAPTER 4 OF THE IPC - TABLE 403.1)

FIXTURE TYPE

WC, MALE:

WC, FEMALE:

FIXTURES

REQUIRED

1:25 1:25B

U S

IN

E

S

S NO.

OCC.

TOTAL

REQUIRED

FIXTURES

PROVIDED

3 WC + 3 UR

4 WC

LAVS, MALE:

LAVS, FEMALE:

DF:

1 PER 2 WC

1 PER 2 WC

1 PER 100

OCCUPANT LOAD = 35

GROSS

3270 SF

S-1

144' - 3 1/2"DIAGONAL LENGTH

EATD 132' < 250' (OK)

C P

E T

O

K

CPET 98' < 100' (OK)

E

EE

MEN

5/8" MIN - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPERCASE, SANS SERIF

PICTOGRAMS

6"

BRAILLE CHARACTERS

6"

3"

WOMEN

6"

6"

3"

PICTOGRAMS

BRAILLE CHARACTERS

M

W

MEN'S HC

RESTROOM

WOMEN'S HC

RESTROOM

5/8" MIN - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPERCASE, SANS SERIF

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 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

ROOM NAME

3/4" TALL, 1/32" RAISED

CHARACTERS, UPPER-CASE,

SAN SERIF. VERIFY ROOM

NAMES WITH C.O. BEFORE

PRODUCTION.

6"

1/

2"

BRAILLE

CHARACTERS

D

ALL OTHER

ROOMS

F

FIRE ALARM

CONTROL

PANEL

FIRE ALARM

CONTROL PANEL

INSIDE

1" TALL

CHARACTERS,

WHITE ON RED

BACKGROUND

3.

S

FIRE

SPRINKLER

ROOM

SPRINKLER

RISER ROOM

1" TALL

CHARACTERS,

WHITE ON RED

BACKGROUND

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A001

CODE INFORMATION

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

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A L

3/32" = 1'-0"

LEVEL 1 CODE PLAN

2 N

3/32" = 1'-0"

MEZZANINE LEVEL CODE PLAN

@ 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 PTD/R paper towel dispenser/receptacle PVMT pavement PVC polyvinylchloride

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 cleanout 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 EWA/EW exterior wall assembly EWC electrical water cooler EWH electrical water heater (E)/EXISTexisting EXH exhaust EXP expansion EXT exterior FA fire alarm/floor-ceiling assembly FAH fire alarm horn FAS fire alarm station

IN inch INCL included INFO information INSUL insulation INS insulated 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/see civil drawings SCHED schedule SD soap dispenser SED see electrical drawings SECT section SF square feet SGL single SHT sheet SHTG sheathing SHWR shower SIM. similar S.I.P. structural insulated panel SLNT sealant SMD see mechanical drawings SOG slab on grade SPEC specifications S.S. stainless steel SS service sink SSD see structural drawings 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 OC on center OD outside diameter OH overhead/opposite hand OPNG opening OPOI owner provided owner installed 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

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

1. 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.

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. BRING TO THE ATTENTION OF THE C.O. ANY CONDITION OR AREA OF FINISH THAT IS IN

QUESTION OR NOT NOTED.

11. SEAL ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS WITH A FIRE RATING

EQUIVALENT TO THE CONSTRUCTION PENETRATED AND PER DETAILS & SPECIFICATIONS.

12. 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.

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. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES

AND SITE CLEAN.

21. 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)

22. 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. 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.

8. WALLS INDICATED WITH ACOUSTICAL INSULATION TO MEET AN STC RATING OF 48 OR

MORE, UNLESS OTHERWISE INDICATED.

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

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

BOARD WALLS WHERE ABUTTING DIFFERENT MATERIALS.

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

12. PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL BE

PROTECTED AS REQUIRED IN IBC SECTION 714.

13. 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

RA1

SIM

cw1 i1

FE

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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GENERAL INFORMATION

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

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NOTE: SEE ELEVATIONS AND FINISH SCHEDULES FOR WALL FINISHES, TYPICAL ALL WALL TYPES

INTERIOR WALL ASSEMBLIES

i_B

STANDARD INTERIOR WALL

FIN. CLG.

(VARIES)

PLAN

TYP. HEAD

BASE

SEE FINISH SCHEDULE

FOR FINISHES

MTL STUDS SEE WALL

TAG FOR SIZE

(1) LAYER OF GWB, TAPED

AND SEALED. BOTH SIDES

RUBBER BASE, U.N.O.

SEAL BASE OF WALL WITH

STANDARD SEALANT

6"

STEEL TRACK, MECHANICALLY

FASTENED TO FLOOR

1'

0"

BRACE WALL PER STRUCT

HEAD WHERE

RATED

HEAD WHERE

INDICATED

FULL-HEIGHT

i_C

STANDARD INTERIOR SINGLE SIDE

FIN. CLG.

(VARIES)

PLAN

HEAD

BASE

SEE FINISH SCHEDULE

FOR FINISHES

MTL STUDS SEE WALL TAG

FOR SIZE

(1) LAYER OF GWB, TAPED

AND SEALED. ROOM SIDE

RUBBER BASE, U.N.O.

6"

BRACE WALL PER STRUCT

1'

0" i_D

FRAMED INTERIOR STUD WALL

FIN. CLG.

(VARIES)

PLAN

HEAD

BASE

MTL STUDS SEE WALL

TAG FOR SIZE

BRACE WALL PER STRUCT

1'

0"

UNISTRUT ATTACHED

WHERE REQ'D FOR

MOUNTING BY MEP

WIRE CAGE PARTITION

PLAN

HEAD

BASE

SEE SPECIFICATIONS FOR TYPE

i_A

STANDARD INTERIOR WALL

FIN. CLG.

(VARIES)

PLAN

TYP. HEAD

BASE

SEE FINISH SCHEDULE

FOR FINISHES

MTL STUDS SEE WALL TAG

FOR SIZE

(1) LAYER OF GWB, TAPED

AND SEALED. BOTH SIDES

RUBBER BASE, U.N.O.

SEAL BASE OF WALL WITH

STANDARD SEALANT

6"

STEEL TRACK, MECHANICALLY

FASTENED TO FLOOR

1'

0"

BRACE WALL PER STRUCT

HEAD WHERE

RATED

1-HOUR FIRE RATED

GA FILE: WP 1072 OR UL 419

WALLS ARE ONLY REQUIRED TO BE FIRE-RATED IF DESIGNATED

WITH A RATING (IN HOURS) AFTER THE WALL TAG (EXAMPLE: i6B1)

HEAD WHERE

INDICATED

FULL-HEIGHT

SOUND ATTENUATING BATTS

NOTES:

1. SEE STRUCTURAL FOR ADDITIONAL INFORMATION FOR ALL WALL TYPES

2. PAINT HORIZONTAL STEEL GIRTS AND INTERIOR OF INSULATED METAL PANELS P3

EXTERIOR WALL ASSEMBLIES

INTERIOR EXTERIOR

3", R-20 MIN VERTICAL INSULATED

METAL PANEL

E_A

EXTERIOR WALL

VERTICAL INSULATED METAL PANELS

INTERIOR EXTERIOR

E_B

EXTERIOR WALL

VERTICAL INSULATED METAL KARRIERPANELS /

HORIZONTAL FIBER CEMENT PANELS

EXPOSED FASTENER

HORIZONTAL FIBER CEMENT

PANEL SIDING PER ELEVATIONS

HORIZONTAL STEEL GIRTS, SSD

INTERIOR EXTERIOR

E_C

EXTERIOR WALL

VERTICAL INSULATED METAL KARRIERPANELS /

HORIZONTAL 1X6 T&G SIDING

REPURPOSED EXISTING 1X6

T&G HOR SIDING PER

ELEVATIONS

3", R-20 MIN KARRIER PANEL I.M.P. W/

INTEGRATED 1" VERTICAL FURRING

CHANNELCONT BUTYL SEALANT

IN PANEL JOINT

STEEL GIRT, SSD

12 GA. STAINLESS HIDDEN FASTENER

CLIP (1 PER PANEL, PER SUPPORT)

SET CLIP IN BUTYL SEALANT

CONT BUTYL SEALANT W/

MARRIAGE BEAD TO PANEL FACE

BITUMINOUS DAMPPROOFING

R-10 MIN RIGID INSULATION TO

TOP OF FOOTING

PAVING SLOPES AWAY, SCD

6"

STEEL GIRT, SSD

CONC FOUNDATION, SSD

CONT BUTYL SEALANT

BASE EXTRUSION - 3/8" WEEP HOLE

@ 24" O.C., FIELD DRILLED

PFM SILL FLASHING

BITUMINOUS DAMPPROOFING

R-10 MIN RIGID INSULATION TO

TOP OF FOOTING

PAVING SLOPES AWAY, SCD

6"

STEEL GIRT, SSD

CONC FOUNDATION, SSD

CONT BUTYL SEALANT

BASE EXTRUSION - 3/8" WEEP HOLE

@ 24" O.C., FIELD DRILLED

PFM SILL FLASHING

BITUMINOUS DAMPPROOFING

R-10 MIN RIGID INSULATION TO TOP

OF FOOTING

PAVING SLOPES AWAY, SCD

6"

STEEL GIRT, SSD

SILL SEALER

CONC FOUNDATION, SSD

CONT BUTYL SEALANT

BASE EXTRUSION - 3/8" WEEP HOLE

@ 24" O.C., FIELD DRILLED

HORIZONTAL STEEL GIRTS, SSD

3", R-20 MIN KARRIER PANEL I.M.P. W/

INTEGRATED 1" VERTICAL FURRING

CHANNEL

HANGER RAIL FOR EXPOSED

FASTENER SYSTEM

TY

P

3/ 8"

LEVEL 1 LEVEL 1 LEVEL 1

SPRAY INSULATION

EDGE, TYP

2" STRUCT THERMAL ISOLATION JOINT, SSD

COLOR MATCH SEALANT TO STEEL PL

3/8" STEEL PLATE, FASTENED TO

CONCRETE WALL, PAINT P1

SPRAY INSULATION

EDGE, TYP

SILL SEALERSILL SEALER

SPRAY INSULATION

EDGE, TYP

VENTED CLOSURE BASE

HANGER RAIL FOR EXPOSED

FASTENER SYSTEM

NOTE: SEE STRUCTURAL FOR INFORMATION AND ADDITIONAL DETAILS ON ALL FLOOR ASSEMBLY TYPES.

1. FLOOR ASSEMBLIES DO NOT SHOW OR LIST FINISHES. SEE FINISH SCHEDULES, SPECIFICATIONS, AND FLOOR PLANS FOR COMPLETE DESCRIPTION AND EXTENTS OF FINISHES.

2. IF A FLOOR TYPE IS NOT INDICATED, PROVIDE FLOOR TYPE OF MOST SIMILAR CONDITION - VERIFY WITH ARCHITECT.

3. IN CASES OF CONFLICT BETWEEN SECTIONS, PLANS, AND FLOOR TYPES, CLARIFY WITH ARCHITECT PRIOR TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST

EXPENSIVE CONDITION FOR BIDDING PURPOSES.

4. STRUCTURAL NOTES, DETAILS AND SPECIFICATIONS TAKE PRECEDENCE OVER ARCHITECTURAL FLOOR TYPES.

5. SEE SLAB JOINT LAYOUT PLANS FOR CONTROL JOINT LOCATIONS.

6" CONC SLAB-ON-GRADE

FL1

FINISH - SEE FINISH PLAN

MIN 6" CONCRETE SLAB-ON-GRADE

W/ REINFORCING AND SLAB PREP PER STRUCTURAL

O/ 15 MIL POLYOLEFIN VAPOR RETARDER PER ASTM E1745

O/ 4" DRAINAGE GRAVEL

O/ SUBGRADE PREPARED AND COMPACTED IN ACCORDANCE WITH GEOTECH REPORT

SECTION VIEW

M

IN6"

CONTROL JOINT, SSD & FINISH PLAN FOR LAYOUT

6" COMPOSITE DECK

FL2

FINISH - SEE FINISH PLAN

4" THICKNESS CONCRETE

O/ METAL COMPOSITE DECK W/ REINFORCING PER STRUCTURAL, 6" TOTAL

THICKNESS

- SEE STRUCTURAL FOR SPAN DIRECTION

FLOOR ASSEMBLIES

SECTION VIEW

CONTROL JOINT, SSD & FINISH PLAN FOR LAYOUT

6"

CEILING ASSEMBLIES

FRAMED GYP CEILING

C1

O/ METAL STUDS, SSD

O/ 5/8" GYPSUM BOARD

FINISH - SEE FINISH PLAN

ROOF ASSEMBLIES

METAL ROOF

RA1

PREFINISHED STANDING SEAM METAL ROOF - FULLY CRIMPED

O/ TREATED 1X PERPENDICULAR FURRING STRIPS

O/ TREATED 1X CONTINUOUS VERTICAL FURRING STRIPS

O/ SELF-ADHERING ICE BARRIER

O/ ROOF COVERBOARD (TYPE AS REQ'D BY ROOF MANUF.)

O/ R-30 MIN - (3) LAYERS 2" CONTINUOUS RIGID INSULATION (STAGGERED

AND TAPED SEAMS)

O/ SELF-ADHERING MEMBRANE & VAPOR RETARDER

O/ CROSS-LAMINATED TIMBER DECK, SSD

NOTE: SEE STRUCTURAL FOR INFORMATION AND ADDITIONAL DETAILS ON ALL FLOOR ASSEMBLY TYPES.

CROSS-LAMINATED TIMBER DECK, SSD

SA MEMBRANE & VAPOR RETARDER

R-30 MIN - (3) LAYERS 2" CONTINUOUS

RIGID INSULATION (STAGGERED AND

TAPED SEAMS)

ROOFING UNDERLAYMENT SELF-

ADHERING ICE BARRIER

ROOF COVERBOARD

PREFINISHED, STANDING SEAM METAL

ROOFING PANELS

ROOF PANEL CLIP PER ROOF MNFR

TREATED 1X PERPENDICULAR FURRING

STRIPS FOR ROOFING CLIP MOUNTS

TREATED 1X CONTINUOUS VERTICAL

FURRING STRIPS

SOFFIT ASSEMBLIES

INSULATED METAL PANEL

SOF_1

PAINTED GYP BOARD CEILING, (SEE

SPECIFICATIONS FOR WET AREA

TYPES) SEE RCP FOR TYPE AND

HEIGHTS

600S162-54 METAL STUD FRAMING @

16" O.C. MIN, TO SPAN BETWEEN

WALLS, SSD FOR SIZES AND SPACING

3", R-20 MIN INSULATED METAL PANEL

CONT BUTYL SEALANT IN PANEL JOINT

STEEL GIRT, SSD

12 GA. STAINLESS HIDDEN FASTENER

CLIP (1 PER PANEL, PER SUPPORT)

SET CLIP IN BUTYL SEALANT

CONT BUTYL SEALANT W/

MARRIAGE BEAD TO PANEL FACE

SEE RCP'S

WALL STUD & FINISH HEIGHT

ALL WALLS AND FINISHES TO BE FRAMED TO B.O. DECK (FULL HEIGHT) UNO

WALL / PARTITION TAG LEGEND

FOR TYP. EXTERIOR WALLS, SEE DRAWING "EXTERIOR WALL ASSEMBLIES"

FOR TYP. INTERIOR PARTITIONS, SEE DRAWING "INTERIOR PARTITION ASSEMBLIES"

e6A1 NUMBER INDICATES ASSEMBLY FIRE RATING IN

HOURS (NON RATED WHEN NO NUMBER IS

INDICATED)

NUMBER INDICATES STUD SIZE - SEE "STUD SIZE

SCHEDULE" BELOW

LETTER INDICATES WALL / PARTITION TYPE -

SEE EXTERIOR WALL DETAILS & INTERIOR

PARTITION DETAILS

WALL / PARTITION SYMBOL

' e ' = EXTERIOR WALL TYPE ' i ' = INTERIOR PARTITION TYPE

STUD SIZE SCHEDULE:

INDICATOR STUD DEPTH

4 3-5/8" 6 6" 8 8" 10 10" 12 11-1/4"

NOTES:

1. TYP. INTERIOR PARTITION IS TYPE i6B, UNO

2. STUDS ARE AT 16" O.C., UNO

LINEWORK KEY:

USED TO INDICATE THE LOCATION OF A VAPOR

RETARDER LAYER.

USED TO INDICATE THE LOCATION OF A WEATHER

RESISTIVE / AIR BARRIER LAYER. LINE IS NOT USED

WHERE INSULATED SHEATHING PANELS WITH

INTEGRAL WRB IS USED, BUT MAY BE USED TO

INDICATE LIQUID OR TAPE WRB ACCESSORIES.

THE USE OF THESE LINES IS INTENDED TO BE SUPPLIMENTARY AND HELPFUL

IN UNDERSTANDING THE ORDER OF MATERIALS INSTALLATION. THE

INCIDENTAL OMISSION OF THESE LINES DOES NOT MEAN THESE PRODUCTS

ARE NOT REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR CREATING

CONTINUITY OF VAPOR RETARDERS, AIR BARRIERS, AND WEATHER BARRIERS.

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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ASSEMBLY TYPES

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

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1. VERIFY ALL CONDITIONS AND COORDINATE WITH ALL DRAWINGS.

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. CONTRACTOR SHALL MAINTAIN A TEMPORARY WEATHER TIGHT ENCLOSURE

AS ITEMS ARE BEING REMOVED.

4. 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.

5. 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.

6. REMOVE 1X6 T&G ROOF DECKING, 1 1/2 X 7 JOISTS AND SAND AND PREP - SEE

SPECIFICATION SECTION 09 9113 - EXTERIOR PAINTING. SEE SHEETS A502

AND A703 FOR DETAILS.

7. COORDINATE WITH C.O. ABOUT MATERIAL SALVAGING FROM EXISTING

BUILDING.

8. SEE HAZARDOUS MATERIALS ABATEMENT DRAWINGS FOR ADDITIONAL

INFORMATION AND COORDINATION.

GENERAL DEMOLITION NOTES

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

EXISTING BUILDING 24

PARADE

GROUNDS

(1912)

REMOVE (E) SIDEWALK, SCD

PROTECT (E) HYDRANT

(E

) P A

R K

IN

G

S

TA

LL

S

28 (E) PARKING STALLS

PROTECT (E)

POLE LIGHT

16 (E) PARKING STALLS

(E) ASPHALT PARKING LOT

LINE OF (E) ASPHALT PARKING LOT

LINE OF (E) ASPHALT PARKING LOT

50 (E) TOTAL PARKING STALLS

EXISTING BUILDING T150 TO BE

DEMOLISHED, SEE GENERAL NOTES

FOR ITEMS TO BE SALVAGED

DEMOLISH (E) SHEDS

REMOVE (E) CONC PADS & SIDEWALK, SCD

REMOVE (E) CONC PAD, SCD

PROTECT (E) FENCE

SALVAGE (E) FENCE &

GATE, SCD

PROTECT (E) FENCE

PROTECT (E) GATE

NOTE: MINIMIZE SITEWORK TO BE

WITHIN 5'-0" OF EXISTING BUILDING

6 (E) PARKING STALLS

PROTECT (E) POLE LIGHT

REMOVE (E) FENCE & RELOCATE, SCD

PROTECT (E) POLE LIGHT

S G

T V

E U

V E

D R

S G

T S

A N

D E

R S

S T

BELLA VISTA LN

FT

M

IS

S

O U

LA

R

D

PROTECT (E) CONC PAD, SCD

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A011

DEMOLITION PLAN

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

N

1" = 30'-0"

SITE PLAN EXISTING

# DATE REVISION

Additional note: All existing components/junk/debris that remain in the existing T-150 building on the anticipated construction start date are to be removed and/or removed and salvaged in adherence with section 024113, 10.2 of the specifications. All logistical/coordination/hauling requirements of remaining materials falls on the contractor and shall be accounted for in their final bid estimate

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.

3. PROTECT EXISTING TREES WITH TEMPORARY CONSTRUCTION FENCE

LOCATED 3 FEET OUTSIDE DRIP LINE, PROTECT OVERHANGING LIMBS

FROM DAMAGE AS REQUIRED.

4. SITE GRADING IS BASED ON FINISH FLOOR ELEVATION OF 100.00 IS

EQUAL TO SITE GRADE OF 3154 FEET

GENERAL SITE PLAN NOTES

PROPERTY/ZONING INFORMATION

STREET ADDRESS: 3085 POST SIDING RD, MISSOULA, MT 59801

GEOCODE: 04-2200-31-3-34-02-0000

ASSESSMENT CODE: 0003440102

ZONING DISTRICT: UNZONED, OP3

HISTORIC DISTRICT: FORT MISSOULA

ZONING CODE: MISSOULA CITY CODE TITLE 20 - ZONING; AS

AMENDED BY ORDINANCE NO. 3723: ZONING

LEGAL DESC: S31, T13 N, R19 W, C.O.S. 4724, PARCEL 2, IN W1/2

LOT AREA: 15.114 ACRES = 658,365.84 SF

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

S G

T V

E U

V E

D R

S G

T S

A N

D E

R S

S T

BELLA VISTA LN

NEW CONCRETE

WALKWAYS, SCD

2 (N) PARKING STALLS

W/ WHEEL STOPS

NEW CONCRETE

WALKWAYS,

SCD

NEW LANDSCAPING

GRAVEL, SCD

EXISTING SIDEWALK

EXISTING HYDRANT

NEW CONCRETE

APRON, SCD

PROPOSED NEW BUILDING T150

F.F. = 3154 FT, SCD

(E) POLE LIGHT

NEW HISTORICAL

INTERPRETIVE SIGN

(24"X36"), COORDINATE

W/ CO

(E) ASPHALT SURFACE

1 ACCESSIBLE ABA

PARKING STALL

NEW LANDSCAPING

GRAVEL, SCD

(E) FENCING AND GATES TO

REMAIN. ADD SECTIONS TO

CLOSE TO NEW BUILDING

WHERE INDICATED, SCD

(E) FENCING SECTION

RELOCATED TO CONNECT TO

EXISTING GATE AND NEW

BUILDING T150, SCD

(N) FENCING SECTION

AND GATE CONNECT

TO EXISTING, SCD

(E) FENCING

AND GATES

TO REMAIN.

ADD

SECTIONS TO

CLOSE TO

NEW

BUILDING

WHERE

INDICATED,

SCD

BASE SCOPE OF WORK LINE

NEW LANDSCAPING

AREA, SCD

(E) POLE LIGHT

(E) POLE LIGHT

TEMPORARY GRAVEL PAD, SCD

(E) CONC PAD

TO REMAIN, SCD

SCD FOR FENCING

DETAILS, PROVIDE

PRIVACY SLATS

LT M

OSS RD

(E) PARKING LOT

2' - 1 1/4"

2' - 3"2'

9"

CONCRETE PAVING

ANCHOR BOLT, TYP

1.5 - 1.75 GAUGE, ASTM A53 GRADE

B STANDARD WEIGHT STEEL PIPE,

SQUARE STOCK, PAINT P2

PRE-MFRD BICYCLE RACK.

INSTALL WITH ANCHOR BOLTS

PER MFRS INSTRUCTIONS

LINE OF CONC

FOUNDATION BELOW

3'

6" 2'

6"

1'

0" 2' - 0"

SECTION

PLAN VIEW

DOME CONCRETE TOP

6" STEEL PIPE, PAINT P2

6" PIPE BOLLARD

LINE OF WALL OR

DOOR OPENING

1"

6"

FILL BOLLARD WITH CONC

UNREINFORCED

CONCRETE

PAVING AND

REINFORCEMENT

PER CIVIL DRAWINGS

LINE OF CONC

FOUNDATION BELOW

6" PIPE BOLLARD

VEHICLE LIFT GATE

(N) CHAINLINK FENCE

OPTION ITEM 1 - (4)

BIKE RACKS

OPTION ITEM 1 -

CONCRETE PAD AND

SIDEWALKS, SCD

NEW SITE ENTRY

GATE ENTRY ACCESS PAD

SEE TELCOM SHEETS FOR

CONNECTION REQUIREMENTS

FOR "LINC PASS"

(E) PARKING LOT

(N) POLE LIGHTS, SED

(N) ASPHALT INFILL, SCD

(N) ASPHALT

INFILL, SCD

OPTION ITEM 1 - NEW

LANDSCAPE GRAVEL

OPTION ITEM 1 - NEW

LANDSCAPE GRAVEL

BOULEVARD

NEW TRASH PRIVACY

FENCE, SCD

NEW CONCRETE

DUMPSTER PAD, SCD

OPTION ITEM 1 - NEW

LANDSCAPE GRAVEL

BOULEVARD

(N) ASPHALT INFILL, SCD

PATCH, REPAIR, SEAL COAT AND

RESTRIPE PARKING AREA, SCD

BASE SCOPE AREA OF WORK

(N) CHAINLINK FENCE

(E) POLE LIGHT

OPTION ITEM 1 - (4)

BIKE RACKS

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A101

SITE PLAN - SITE DETAILS &

OPTION ITEM 1

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

1" = 30'-0"

SITE PLAN

N

NOTE: SEE ICT DRAWINGS FOR LOCATIONS AND

REQUIREMENTS FOR ACCESS CONTROLLED

GATES

1/2" = 1'-0"

BICYCLE RACK - STAPLE STYLE

N

1/2" = 1'-0"

BOLLARD DETAIL

1" = 30'-0"

SITE PLAN - OPTION 1

HISTORIC FORT MISSOULA INTERPRETIVE SIGN EXAMPLE

DN DN

UP UP

A201

AA

B B

MEZZANINE

121 2 4 6 10

A301

A301

A301

A301

157' - 0"

A301

A301

A301

A301

OPEN TO BELOW

E8A

E8A

E8A

FL2

8' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 48' - 0" 13' - 0" 8' - 0"

8 9

C C

A402

8' SECTION OF REMOVABLE

GUARDRAIL

DSDS DSDS

2"

LO

U

VE

R

3'

4" 3'

6"

3'

6" 3'

6"

7'

0" 2'

2"

1' - 6" 10' - 6" 4' - 0" 3' - 0" 10' - 6" 2' - 6" 4' - 6" 10' - 6" 1' - 0"2' - 6" 10' - 6" 3' - 0" 4' - 0" 10' - 6" 1' - 6"

7'

0" 2'

6"

4' - 6" 10' - 6" 4' - 0"

SMD

1' - 6" i6B

8' SECTION OF

REMOVABLE GUARDRAIL

A401

1' - 6"1' - 6"

8' SECTION OF

REMOVABLE GUARDRAIL

8' SECTION OF

REMOVABLE GUARDRAIL

1' - 6"

A401

2'

6"A601

A601

SF2

SF3SF3SF3SF3SF3SF3

SF2

SF1

X-BRACE FRAME, SSD

X-BRACE FRAME,

SSD, PROVIDE

CABLE WIRE

BARRIERS

/3 A301

X-BRACE FRAME,

SSD, PROVIDE

CABLE WIRE

BARRIERS

/3 A301

A2012

A201

A201

A201

DD

AA

B B

OPEN BAY AREA

MECH / D3 STORAGE

A301

A301

A301

A301

4'

0"

5'

0"

157' - 0"

8' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 13' - 0" 16' - 0" 19' - 0" 13' - 0" 8' - 0"

A301

A301

A301

A301

A301

A301

101B 101C 101D 101E 101F

101J

101A

A403

E8C

E8A

E8B

E8B

E8A

1' - 0" 14' - 0" 1' - 0" 1' - 0" 14' - 0" 1' - 0" 1' - 0" 14' - 0" 1' - 0" 1' - 0" 14' - 0" 1' - 0" 1' - 0" 14' - 0" 1' - 0" 13' - 0" 1' - 0" 14' - 0" 1' - 0" 1' - 0" 14' - 0" 4' - 0" 13' - 0" 8' - 0"

3' - 10" 2' - 1"

2' - 1" 3' - 10" i6B

STORAGE AREA

FL1

103A 104A

OPTION ITEM 4 -

INTERIOR CAGED

PARTITION

EDGE OF ROOF ABOVE

EDGE OF ROOF ABOVE

E8A

E8A

E8A

3' - 10" 4' - 0" 3' - 3" 10' - 0" 2' - 9"

DSDS

DSDS

E8AE8B

DS

DS

101G 101H 101i

C C

DS

SED

4'

8" 6'

0"

E8A E8B

2' - 9" 10' - 0" 3' - 3" 4' - 0" 3' - 10"

12' WALL WITH FRAMED

SOFFIT

OPTION ITEM 3 -

FITNESS AND RESTROOM

AREAS

EE

DS

2'

6" 3'

6"

3'

6" 3'

6"

3'

6" 7'

0"

3'

6" 1'

6"

1'

4" 7'

0"

3'

6" 2'

2"

1' - 6"

AIR

COMP

i4D i4D

W

AL

L O

PE

N

IN

G

4'

0" 9'

1/ 4"

A502

A502

A502 i6B

OPTION ITEM 3 -

FITNESS AND RESTROOM AREAS

i6B

101L

STORAGE AREA

A502

A502

A502

W

D D

W

O.P.O.I.

103B 104B

12' WALL

2' - 11"

12' WALL

CAGED PARTITIONS

IN BASE BID

REPURPOSED (E) T150 1-1/2 X 7

ROOF JOISTS ACCENT WALL, SEE

SHEET A502

IF OPTION ITEM #

3 IS TAKEN, THIS

WALL TO BE

REMOVED FROM

CONTRACT

RECESS SLAB

1" FOR ABA

SHOWER

INSERT, SSD

i6B

IF

O

PT

IO

N

IT

EM

IS

T

AK

EN

SE

C

TI

O

N O

F W

AL

L

TO

B

E R

EM

O

VE

D RECESS SLAB

1" FOR ABA

SHOWER

INSERT, SSD

/2 "3' - 9"

3"

3"

6' - 8"

3' - 10 1/4"11

10"

SF1

SF1

SF1

SF2

SF1

X-BRACE FRAME, SSD

PROVIDE CABLE WIRE BARRIERS

X-BRACE FRAME,

SSD, PROVIDE

CABLE WIRE

BARRIERS

X-BRACE FRAME, SSD

X-BRACE FRAME, SSD

X-BRACE FRAME, SSD

X-BRACE FRAME, SSD

IF OPTION ITEM #3 IS

TAKEN, NO CABLE

BARRIERS NEEDED

@ X-BRACE FRAME

/3 A301

/3 A301

/3 A301

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A110

FLOOR PLANS

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

N

N

1/8" = 1'-0"

MEZZANINE LEVEL

1/8" = 1'-0"

LEVEL 1 FLOOR PLAN

DD

AA

B B

FITNESS ROOM

W. SHOWER

106 WOMENS

MENS

M. SHOWER

OPEN BAY AREA

MECH / D3 STORAGE

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

C1 8' - 6"

C1 8' - 6"

OPEN TO DECK

PAINT DECK P3

OPEN TO STRUCTURE

1"

1' -0

SOF1

12' - 0"

SOF1

16' - 0"

C C

OPTION ITEM 3 -

FITNESS AND RESTROOM AREAS

OPTION ITEM 6 -

(7) GROUPS OF (8) ACOUSTIC WOOD

CEILING CLOUDS, CENTER BETWEEN

BEAMS, TYP

EE

PROVIDE CEILING

ACCESS PANEL AS REQ'D

BY MEP

PROVIDE CEILING

ACCESS PANEL AS REQ'D

BY MEP

ATTENTION: SOFFIT AREAS ARE NOT DESIGNED

TO SUPPORT LOAD. NO STORAGE IN SOFFITS

ATTENTION: SOFFIT AREAS ARE NOT DESIGNED

TO SUPPORT LOAD. NO STORAGE IN SOFFITS

OPTION ITEM 5 -

(3) LARGE CEILING FANS, SED

A501

CAGED CEILING 12'-0"

AFF, SSD

OPEN TO DECK

PAINT DECK P3

STORAGE AREA

INTERIOR WALLS, DUCTS,

MEZZANINE DECK AND

STRUCTURE IN FITNESS

ROOM TO BE PAINTED P2

CLT

6" STUD FRAMED SOFFIT W/ 3/4" PLY

SHEATHING ON TOP C1

12' - 0"

P3 P3

P3

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 CEILING DETAILS A703.

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

AA

B B

MEZZANINE

121 2 4 6 10

A301

A301

A301

A301

A301

A301

A301

A301

OPEN TO STRUCTURE

1/ 2"

1'

-0

8 9

C C

1"

1' -0

RIDGE

CLT

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A120

REFLECTED CEILING PLANS

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

1/8" = 1'-0"

LEVEL 1 RCP

1/8" = 1'-0"

MEZZANINE RCP

N

B D

DD

AA

B B

11 12

A301

A301

A301

A301

1/ 2"

1'

-0

1"

1' -0

A301

A301

A301

A301

A301

A301

RIDGE

EDGE OF EXTERIOR WALLS BELOW

SNOW FENCE, PAINT TO MATCH ROOF

SNOW FENCE, PAINT TO MATCH ROOF

GUTTER

GUTTER

DSDSDS

DSDSDS

DS

DS

C C

RA1

EE

50 kW SOLAR READY AREA

A501

1. PROVIDE TAPERED INSULATION CRICKET ON UPHILL SIDE OF ALL ROOF

CURBS/PENETRATIONS GREATER THAN 1'-0" WIDE.

2. 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.

3. SEE MECHANICAL AND PLUMBING DRAWINGS FOR PIPING AND

EQUIPMENT PENETRATIONS.

4. COORDINATE PAINT COLOR OF ALL ROOF VENTS WITH PAINTING

CONTRACTOR TO MATCH ROOF COLOR - METAL SALES OLD ZINC GREY

(W29).

GENERAL ROOFING NOTES

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A130

ROOF PLAN

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

1/8" = 1'-0"

ROOF PLAN

Level 1

100' - 0"

MEZZANINE

112' - 0"

11 121 2 4 6 10

A301

A301

A301753 8 9

INSULATED METAL PANEL

EQP

INSULATED METAL PANEL

Level 1

100' - 0"

MEZZANINE

112' - 0"

DA B

A301

A301

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

C

INSULATED METAL PANEL

E

T&G

A510

MECH LOUVER,

PAINT TO MATCH

STOREFRONT, SMD

A502

SAFETY GLAZING

SAFETY GLAZING

BU

IL

D

IN

G H

EI

G

H T

/2

REPURPOSED (E) T150 1-1/2 X 7 ROOF JOISTS ACCENT WALL, SEE SHEET A502

CONT BENT PLATE TO END OF WOOD

ACCENT WALL, SSD, PAINT P1

STEEL PL TO MATCH BENT PL, PAINT P1

SF2 SF1

SF2SF1

1. THIS LEGEND DOES NOT INCLUDE ALL MATERIALS. SEE NOTES AND

REFERENCED DETAILS FOR ADDITIONAL INFORMATION.

2. SEE SHEET A510 FOR OPENING DETAILS.

3. ALL WINDOW TRIM, ROOF FASCIAS, PAINT TO MATCH ROOF COLOR -

METAL SALES OLD ZINC GREY (W29)

4. COORDINATE PAINT COLOR OF ALL VENTS AND LOUVERS WITH

PAINTING CONTRACTOR TO MATCH ROOF COLOR - METAL SALES OLD

ZINC GREY (W29).

NOTES

Level 1

100' - 0"

MEZZANINE

112' - 0"

1112 124610

A301

A301

A301 7 5 389

INSULATED METAL PANEL

EQP

A501

TYP

A501

INSULATED METAL PANEL

SF3SF3SF3SF3SF3SF3

Level 1

100' - 0"

MEZZANINE

112' - 0"

D AB

A301

A301

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

C

INSULATED METAL PANEL

EQP

E

1' - 6" 7' - 0"

7' - 0" 2' - 6"

A510

SF2 SF2 SF2

SF1SF1SF1

CAST-IN-PLACE CONCRETE

MATERIALS LEGEND

STANDING SEAM METAL ROOF - METAL SALES

OLD ZINC GREY (W29)

42" WIDE INSULATED METAL PANEL SIDING -

VERTICAL - GRANITSTONE - IMPERIAL WHITE

4' X 8' FIBER CEMENT PANEL SIDING - EQUITONE

TECTIVA - TE20 - HORIZONTAL STACK BOND

(E) T150 T&G ROOF DECKING REPURPOSED AS

SIDING

DATE:

SHEET:

317 North Cruse Ave., Suite 201 Helena, Montana 59601 www.mosaicarch.com

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A201

EXTERIOR ELEVATIONS

3085 POST SIDING RD,

MISSOULA, MT 59801

USFS BLDG - T150

ORDER NO.

1240LU23F0047

F

IN

A L P

R O

J E

C T

S U

B M

IT

T

A L

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

Level 1

100' - 0"

MEZZANINE

112' - 0"

11 121 2 4 6 10

A301

A301

A301

OPEN BAY AREA

A501

8 9

FL1

A310

OPTION ITEM 3 -

FITNESS AND RESTROOM AREAS

A402

Level 1

100' - 0"

MEZZANINE

112' - 0"

11 121 2 4 6 10

A301

A301

A301

FITNESS ROOM

WOMENS

MENS

107 MECH / D3 STORAGE

MEZZANINE

STORAGE AREA

8 9

FL2

A310

OPTION ITEM 3 -

FITNESS AND RESTROOM AREAS FL1

Level 1

100' - 0"

MEZZANINE

112' - 0"

DA B

A301

A301

MEZZANINE

1/2" / 1'-0" 1" / 1'-0" SNOW FENCE

SNOW FENCE

2' - 0"

2' - 0"

FL1

C E

A401

STORAGE AREA

Level 1

100' - 0"

MEZZANINE

112' - 0"

DA B

A301

A301

OPEN BAY AREA

MEZZANINE

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

A310

A310

BU

IL

D

IN

G H

EI

G

H T

/2

2' - 0"

2' - 0"

SNOW FENCE

SNOW FENCE

STORAGE AREA

FL2

FL1

C E

HOR…