Attachment 6 UPDATED AFD Visitor Center DRAWINGS.pdf

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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COVER

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

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AFD VISITOR CENTER - REMODEL

5765 US HIGHWAY 10 WEST

MISSOULA, MONTANA 59808 MOSAIC ARCHITECTURE, P.C.

317 N. CRUSE AVE. SUITE 201

HELENA, MT 59601

(406) 449-2013 CONTACT: MATT AUNE, AIA matta@mosaicarch.com

KATIE BRODOWY, AIA katie@mosaicarch.com

ARCHITECT:

STRUCTURAL ENGINEERING:

MEP ENGINEERING:

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

PROJECT DIRECTORY

VICINITY MAP

PROJECT SITE

ARCHITECTURAL DRAWINGS

A000 COVER

A002 CODE INFORMATION

A003 GENERAL INFORMATION

A004 ASSEMBLY TYPES

A101 SITE PLAN

A101A SITE- LANDMARK SIGN- OPTION ITEM #1

A102 DEMOLITION PLAN

A103 FLOOR PLAN

A104 BASEMENT PLAN

A106 REFLECTED CEILING PLAN

A107 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A302 BUILDING SECTIONS

A501 WINDOW TYPES, WINDOW DETAILS

A502 DOOR TYPES, DOOR DETAILS

A504 INTERIOR DETAILS

A701 FINISH PLAN & SCHEDULE

A801 INTERIOR ELEVATIONS

STRUCTURAL DRAWINGS

ELECTRICAL DRAWINGS

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E001 ELECTRICAL SCHEDULES AND DETAILS

E002 ELECTRICAL SCHEDULES

E003 ELECTRICAL DETAILS

E004 ELECTRICAL DETAILS

E100 ELECTRICAL DEMO BASEMENT

E101 ELECTRICAL DEMO LEVEL 1

E102 ELECTRICAL SITE PLAN

E103 ELECTRICAL POWER BASEMENT

E104 ELECTRICAL POWER LEVEL 1

E201 ELECTRICAL LIGHTING BASEMENT

E202 ELECTRICAL LIGHTING LEVEL 1

E203 PHOTOMETRIC CALC

MECHANICAL DRAWINGS

M000 MECHANICAL LEGEND & NOTES

M001 MECHANICAL SCHEDULES

M002 MECHANICAL SCHEDULES

M003 MECHANICAL DETAILS

M100 MECHANICAL BASEMENT DEMO PLAN

M101 MECHANICAL LEVEL 1 DEMO PLAN

M102 MECHANICAL BASEMENT PLAN

M103 MECHANICAL LEVEL 1 FLOOR PLAN

PLUMBING DRAWINGS

P000 PLUMBING LEGEND & NOTES

P001 PLUMBING SCHEDULES

P002 PLUMBING SCHEDULES

P003 PLUMBING DETAILS

P100 PLUMBING BASEMENT DEMO PLAN

P101 PLUMBING LEVEL 1 DEMO PLAN

P102 PLUMBING BASEMENT PLAN

P103 PLUMBING LEVEL 1 PLAN

MORRISON-MAIERLE

1055 MOUNT AVE.

MISSOULA, MT 59801

(406) 542-8880 CONTACT: TANNER EVENSON, PE tevenson@m-m.net

MORRISON-MAIERLE

1055 MOUNT AVE.

MISSOULA, MT 59801

(406) 542-8880 CONTACT: GARTH STEVENS, PE gstevens@m-m.net

LUKASH HOFF-PRUSS, lhoffpruss@m-m.net

CIVIL ENGINEERING:

GREAT WEST ENGINEERING

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406) 449-8627

CIVIL DRAWINGS

C100 EXISTING SITE AND DEMOLITION PLAN

C101 OVERALL SITE PLAN

C102 DETAILS

CONTACT: JOSH SOMMER, jsommer@greatwesteng.com

# DATE REVISION

UP

DN

DN

DN

DN

F

304.1 BUSINESS GROUP B

61' TO DOOR

GROSS

1276 SF

S-1

GROSS

324 SF

B

FE

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 ADA-COMPLIANT SEMI

RECESSED CABINET

FE

Wmin MINIMUM EGRESS WIDTH (INCHES) BASED ON ACCUMULATIVE NUMBER OF

OCCUPANTS SERVED AT INDICATED EGRESS COMPONENT, PER SECTION

1005.3: .3 INCHES/OCC FOR STAIRWAYS(NONSPRINKLERED BUILDINGS); .2

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

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. 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.

CODE PLAN LEGEND

OCCUPANCY GROUP B AREA

OCCUPANCY GROUP S-1 AREA

EXIT ACCESS TRAVEL DISTANCE - MAXIMUM 200' FOR 'B' OCCUPANCY W/OUT

SPRINKLER SYSTEM, PER TABLE 1017.2. MAXIMUM DISTANCE FOR EACH

STORY SHOWN.

COMMON PATH OF EGRESS TRAVEL - MAXIMUM 75' FOR 'B' OCCUPANCY

W/OUT SPRINKLER SYSTEM, OCC LOAD >30, PER TABLE 1006.21.

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 A 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 ADOPTED BY THE USDA

FOREST SERVICE STATE OF MONTANA:

2021 International Building Code (IBC) 2021 International Existing Building Code (IEBC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 International Plumbing Code (IPC) 2023 National Electrical Code (NEC) 2021 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC)

APPLICABLE BUILDING CODES

OCCUPANCY GROUPS:

(CHAPTER 3)

• B - BUSINESS

• A - ASSEMBLY

• S - STORAGE

NONSEPARATED OCCUPANCIES:

(SEC. 508.3.2)

CONSTRUCTION TYPE:

(TABLE 601)

TYPE V-B, NON-SPRINKLERED

ALLOWABLE FLOOR AREA (At):

(TABLE 506.2)

B:

A-3:

S-1:

9,000 SF

6,000 SF

9,000 SF

FRONTAGE INCREASE BLDG 1 (If):

(SEC. 506.3.3)

If = [F / P - 0.25] W / 30 If = [1 - 0.25] 30 / 30 If = .75

ALLOWABLE FLOOR AREA:

1 STORY BLDG: (Aa)

(SEC. 506.2.1)

A-3:

ALLOWABLE NO. OF STORIES ABOVE

GRADE PLANE / HEIGHT:

(TABLE 504.4/504.3)

A-3:

B:

S-1:

1 STORY / 40 FT*

2 STORIES / 40 FT

1 STORY / 40 FT*

*MOST RESTRICTIVE REQUIREMENTS GOVERN

OCCUPANT LOAD BY FLOOR: LEVEL 1 30

BASEMENT 8

SEE CODE ANALYSIS PLANS THIS SHEET.

SUMMARY CODE REVIEW

PROJECT DESCRIPTION: REMODEL OF EXISTING BUILDING, INCLUDING NEW ACCESSIBLE

RESTROOM LAYOUT,REVISED RECEPTION AND EXHIBIT AREA

ACTUAL NO. OF STORIES / HEIGHT: 1 STORY ABOVE GRADE PLANE / 21 FT; OK

OCCUPANT LOADS FOR EGRESS DESIGN:

(SEC. 1004 + TABLE 1004.5)

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

AREA IN SQ FT PER OCCUPANT FROM TABLE 1004.5:

EGRESS WIDTH PER OCCUPANT SERVED:

(SEC. 1005.1)

STAIRWAYS:

OTHER EGRESS

COMPONENTS:

0.3 INCHES / OCCUPANT (NONSPRINKLERED)

BASEMENT OCC 12 x .3 = 3.6"

0.2 INCHES / OCCUPANT (NONSPRINKLERED)

BUILDING OCC 105 x .2 = 21"

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 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.

Aa = At + [NS x If] Aa = 6,000 + [6,000 x .5] Aa = 9,000 SF

ACTUAL FLOOR AREA: 5,600 SF< 9,000 SF ALLOWABLE; OKEXSTING & NEW:

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

32" CLEAR AT DOORS [§1008.1.1], PROVIDED

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 1020.1)

B OCCUPANCY, OCC LOAD <30 @ CORRIDOR:

NOT REQUIRED (NONSPRINKLERED)

OPENING PROTECTIVES:

(TABLE 716.1(2))

EXIT ACCESS TRAVEL:

(TABLE 1017.2)

OCC. LOAD TOTAL SF OCCUPANTS

EXHIBIT GALLERY AND MUSEUM 30 NET 692 SF 24 OCC.

BUSINESS: 150 GROSS 859 SF 6 OCC.

30 total occcupants

LEVEL 1

OCC. LOAD TOTAL SF OCCUPANTS

BUSINESS: 150 GROSS 324 SF 3 OCC.

STORAGE: 300 GROSS 1276 SF 5 OCC.

8 total occcupants

BASEMENT LEVEL

A, B, S-1 - 200' NONSPRINKLERED

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 2018 INTERNATIONAL BUILDING CODE.

SEE STRUCTURAL FOR SPECIFIC REQUIREMENTS. COPIES OF 3RD PARTY REPORTS TO BE SENT TO FOREST

SERVICE & COPIES KEPT ON-SITE FOR INSPECTOR REVIEW.

a) SPECIAL INSPECTIONS:

- INSPECTION OF FABRICATORS (1704.2.5)

- STEEL CONSTRUCTION (1705.2)

- CONCRETE CONSTRUCTION (1705.3)

- MASONRY CONSTRUCTION (1705.4)

- 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 (1705.12):

- STRUCTURAL STEEL (1705.12.1)

- STRUCTURAL WOOD (1705.12.2)

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

IECC COMPLIANCE FOR COMMERCIAL PROJECTS

CLIMATE ZONE: 6

INSULATION REQUIREMENTS - IECC 2021 TABLE C402.1.3/C402.4 AND MT AMENDMENTS

ROOFS R-30 CONTIUOUS 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

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

OPERABLE FENESTRATION U-FACTOR: 0.42, MAXIMUM

FIXED FENESTRATION U-FACTOR: 0.34, 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 CONTIUOUS RIGID INSULATION

WOOD FRAMED WALLS: R-21 CAVITY + R3.8 CONTINUOUS

UNHEATED SLAB: R-10 VERTICAL FOR 24" BELOW (FULL HEIGHT OF THICKENED SLAB EDGE)

OPAQUE SWINGING DOORS: U-0.37

ROLL UP OR SLIDING DOORS R-4.75

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

(PER ADMINISTRATIVE RULES OF MONTANA 24.301.351)

FIXTURE TYPE

WC, MALE:

WC, FEMALE:

WC, MALE:

WC, FEMALE:

FIXTURES

REQUIRED

1:25 1:25

1:125 1:65

BU

SI

N

ES

S

NO.

OCC.

TOTAL

REQUIRED

FIXTURES

PROVIDED

1 WC + 2 UR*

3 WC

*PER ADMINISTRATIVE RULES OF MONTANA 24.301.351FOOTNOTE M, WHERE URINALS ARE PROVIDED, NOT WITHSTANDING THE REQUIRED URINAL IN FOOTNOTE G ABOVE, ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED, EXCEPT THE NUMBER OF WATER CLOSETS IN SUCH CASES SHALL NOT BE REDUCED TO LESS THAN ONE-HALF OF THE MINIMUM SPECIFIED.

LAVS, MALE:

LAVS, FEMALE:

DF:

1 PER 2 WC

1 PER 2 WC

1 PER 100

OCCUPANT LOAD - BUSINESS = 7

ASSEMBLY = 23

STORAGE = 4

AS

SE

M

BL

Y

Occupancy Classification: A- Assembly Construction type : VB UL Square Footage

OCC. LOAD TOTAL SF OCCUPANTS

ASSEMBLY : 30 NET 692 SF 23 OCC.

BUSINESS: 150 GROSS 1,182 SF 8 OCC.

STORAGE: 300 GROSS 1,276 SF 5 OCC.

OCC LOAD W/C TOTAL WC

ASSEMBLY: 23 (12M, 12F) 1PER 65 12/65 = .18

BUSINESS: 8 (4M, 4F) 1PER 25 4/25 = .16

STORAGE: 5 (3M, 3F) 1PER 100 3/100 = .03

TOTAL WC REQ PER GENDER = .37 OR 1 PER GENDER BUILDING WIDE

57'

GROSS

859 SF

B

NET

692 SF

A

4'

4"

56' OVERALL

27' BETWEEN EXITS

FE

FE

STAIR TO LOWER LEVEL

CONFERENCE ROOM

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A002

CODE INFORMATION

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

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E T1/8" = 1'-0"

BASEMENT CODE PLAN

1/8" = 1'-0"

LEVEL 1 CODE PLAN

11/8" = 1'-0"

LEVEL 1 EXISTING BUILDING

1/8" = 1'-0"

BASEMENT EXISTING BUILDING

@ 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 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

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. 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.

2. 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 ARCHITECT ANY CONDITION OR AREA OF FINISH THAT IS IN

QUESTION OR NOT NOTED.

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

TO THE CONSTRUCTION PENETRATED AND PER DETAILS & SPECIFICATIONS.

13. DUST BARRIERS MUST BE INSTALLED WHEREVER NEW WORK IS ADJACENT TO OCCUPIED

AREAS. BARRIERS MUST BE SEALED TO INSURE NO DUST TRANSMISSION TO OCCUPIED SPACES.

14. COORDINATE LAYOUT, CLEARANCES, PENETRATIONS, BACKING & FASTENERS WITH WORK TO

FOLLOW.

15. 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.

16. WHERE MECHANICAL & ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT

FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

17. PROVIDE SUFFICIENT STUD DEPTH TO CONCEAL MECHANICAL & ELECTICAL WORK IN WALLS.

18. PROVIDE ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO COMPLETE THE

WORK.

19. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW

MINOR DETAILS OF PROPOSED INSTALLATIONS. THE INCLUSION OF THESE MINOR DETAILS IS

IMPLIED TO PROVIDE A COMPLETE PROJECT AND ARE TO BE INCLUDED AS A PART OF A BID.

20. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.

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 AESTHSTICS. SEE ELECTRICAL DRAWINGS

FOR ALL ELECTRICAL AND DATA FEATURES.

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

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 CO.

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

TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST EXPENSIVE CONDITION FOR

BIDDING PURPOSES.

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 BACK 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

FEWALL-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

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

A

B

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

UNISEX

6"

6"

3"

PICTOGRAMS

BRAILLE CHARACTERS

C

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

ROOM NAME

3/4" TALL, 1/32" RAISED

CHARACTERS, UPPER-CASE,

SAN SERIF. VERIFY ROOM

NAMES WITH ARCHITECT

BEFORE PRODUCTION.

6"

1/

2"

BRAILLE CHARACTERS

D

ALL OTHER

ROOMS

6"

1/

2"

1/

2"

NOTICE

FOR YOUR SAFETY

OCCUPANCY

IS LIMITED TO

PERSONS

BY ORDER OF THE CODE

OFFICIAL

Keep Posted Under Penalty Of Law

5/8" TALL CHARACTERS

3/8" TALL CHARACTERS

5/8" TALL CHARACTERS

3/8" TALL CHARACTERS

5/8" TALL CHARACTERS

3/8" TALL CHARACTERS

1/4" TALL CHARACTERS

F

ASSEMBLY

ROOM

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.

A

B

D

E

STORAGE

ELEC. DATA CLOSET

BASEMENT BATHROOM

C

D

E

E

DATE:

SHEET:

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

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A003

GENERAL INFORMATION

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

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1/8" = 1'-0"

LEVEL 1 SIGNAGE PLAN

1/8" = 1'-0"

BASEMENT SIGNAGE PLAN

5/8" GYPSUM BOARD

TYPE X

i1a- 4" STUD FRAMING i1b- 6" STUD FRAMING

5/8" GYPSUM BOARD

TYPE X

3 1/2" ACOUSTICAL

BATT INSULATION

NOTE: SEE ELEVATIONS AND FINISH SCHEDULES FOR

WALL FINISHES, TYPICAL ALL WALL TYPESINTERIOR WALL TYPES

INTERIOR PARTITION

NON-RATED SOUND WALL

5/8" GYPSUM

BOARD TYPE X

5/8" GYPSUM

BOARD TYPE X

INTERIOR PARTITION

NON-RATED

i1_ i2_

2X6 WD STUDS @ 16"

O.C.

5/8" GYPSUM BOARD

TYPE X

CLOSED CELL SPRAY

INSULATION - 4.5" MINIMUM

INTERIOR FURR WALL

FURRED WALL

i3 i2a- 4" STUD FRAMING i2b- 6" STUD FRAMING

5/8" GYPSUM BOARD TYPE X

6" STUD FRAMING

5/8" GYPSUM BOARD TYPE X

5 1/2" FIBERGLASS

INSULATION

LULA SHAFT WALL

1 HR RATED WALL

i4 i4PLY -ADD 3/4" PLYWOOD @

LOCATIONS INDICATED IN PLAN

i4PLY

1 HR RATED WALL- W/ 3/4" PLYWOOD

FLOOR ASSEMBLY

FINISH FLOOR- SEE FINISH PLAN

EXISTING STRUCTURE

7/8" HAT CHANNEL - MECHANICALLY

ATTACH TO CONCRETE T

FLOOR ASSEMBLY

FA2

5/8" GWB CEILING

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A004

ASSEMBLY TYPES

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

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1 1/2" = 1'-0"

INTERIOR WALL TYPES (WOOD)

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 CO 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.

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

EQUAL TO SITE GRADE OF ####.# FEET

GENERAL SITE PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

EXISTING BUILDING

ROOF LINE OVERHEAD

NEW SCREEN FENCE

NEW CONCRETE WALKWAY

NEW CONCRETE WALKWAY- SEE CIVIL

EXISTING CONCRETE WALKWAY -

RETAIN & MEET NEW POUR TO MATCH GRADE

/4

A101

SIM

A501

A501

A

BELSON OUTDOORS

NEW HAVEN COLLECTION PARK BENCH

6' LENGTH - WHITE FRAME

A101

Sim

EXISTING FENCE

BID ALT # 1- LANDMARK SIGN-

FINAL LOCATION TO BE DETERMINED &

COORDINATED WITH DOT REQUIREMENTS

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A101A

Sim

(E) DOWNSPOUT

N

ADA BUTTON POLE

A

ROAD

CONCRETE PAD @ EXTERIOR DOOR

EXISTING LOOKOUT

TOWER TO BE

RELOCATED HERE AS

PART OF FUTURE

CONTRACT.

FIRETOWER REASSEMBLY

AND FUTURE RAMP NIC.

FUTURE FENCE FOR

FIRETOWER EXHIBIT- NIC

Level 1

109' - 4"

CAST IN PLACE POST BASE

2X4 CROSS BEAM

4X4 POST

5/8" x 5 1/2" CEDAR

FENCE BOARDS SQUARE

CUT TOP W 1/2" GAP-

PAINT P2 TO MATCH

WOOD FACADE

4" 1'

0"

3'

6" 6"

EXISTING BUILDING

1/8"

NEW WEED MAT TO BE LAID THROUGHOUT

LANDSCAPED AREA - COVER WITH

SHREDDED CEDAR MULCH

NEW IRRIGATION INSTALLED THROUGHOUT

SITE. SEE CIVIL DRAWINGS

N

NEW WEED MAT TO BE LAID

THROUGHOUT LANDSCAPED AREA -

COVER WITH SHREDDED CEDAR MULCH

NEW WEED MAT TO BE LAID

THROUGHOUT LANDSCAPED AREA -

COVER WITH SHREDDED CEDAR MULCH

20 SHRUBS AT LEAST 2’ IN DIAMETER TO BE PLACED

ACROSS THE SITE- COORDINATE LOCATION WITH FS.

TWO EVERGREEN TREES MINIMUM 4” CALIPER TO BE

PLACED TO THE WEST SIDE OF THE BUILDING

EXISTING BUILDING

SIDEWALK DEMO- SEE CIVIL

ROOF LINE OVERHEAD

REMOVE RUSSIAN

OLIVE TREE IN ITS

ENTIRETY

ALL LANDSCAPING TO BE

REMOVED FOR GRADING/

DRAINAGE- SEE CIVIL

REMOVE THIS PORTION OF SIDEWALK- SEE CIVIL FOR

ADDITIONAL AREAS OF PAVEMENT DEMOLITION

REMOVE OVERGROWN GRASSES

THROUGHOUT ALL AREAS

REMOVE SHRUBS- COORD W/

FOREST SERVICE

LARGE EVERGREEN

TREES TO BE REMOVED

EXISTING FENCE

N

DEMO & REPLACEMENT OF PATIO

SLAB- BID Option #1- SEE CIVIL

ALL LANDSCAPING

TO BE REMOVED

5 1/4" 5/8"

2X4 CROSS BEAM - TREATED CEDAR

4X4 POST- TREATED CEDAR

5/8" x 5 1/2" CEDAR FENCE BOARDS

SQUARE CUT TOP W 1" GAP- PAINT

P2 TO MATCH WOOD FACADE

5/8"

4" 7'

0"

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A101

SITE PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

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3/32" = 1'-0"

SITE PLAN

1/2" = 1'-0"

NEW FENCE DETAIL

3/32" = 1'-0"

LANDSCAPE & IRRIGATION PLAN

1" = 20'-0"

SITE PLAN DEMO

1/4" = 1'-0"

SITE BENCH

1/4" = 1'-0"

FENCE ELEVATION

4'-5"

1' -0

DOUBLE MAT #4 BARS @

12" O.C. EACH WAY, SEE

STRUCTURAL FOR PLACEMENT

REQUIREMENTS

12" COMPACTED

ROAD MIX

8"

SLOPE TOP STONES

MIN. 2% TO OUTSIDE. PROVIDE

FLUSH MORTAR JOINTS ON TOP

W/ EPOXY MORTAR

DRYSTACK LOOK LEDGER

STONE SIDE WALLS, BATTERED

AS SHOWN

#4 @ 32" VERTICAL IN 8"

CMU BACKER BLOCK

FOREST SERVICE BRASS

PLAQUE MOUNTED ON

STAINLESS STUDS

SIGN PANEL,

SEE DETAIL

CRITICAL NOTE: SIGN TO BE 2 SIDED.

OPTION ITEM #1: ENTRY SIGN

8'-9"

4' -0

/4

7'-7"

2'-7"

1' -6

SMOKEJUMPER VISITOR CENTER

AERIAL FIRE DEPOT

1' -0

2'

-0

3' -4

100.00°

8"

4 1/2"

2'-4"

4 1/2"

8"

CAST BRONZE

18" FOREST SERVICE

SHIELD, CONTACT FS

FOR REQUIREMENTS

PAINTED WESTERN RED

CEDAR PLANK SIGN W/

ROUTERED LETTERING

SIGN LETTERING SHOWN FOR BID

PURPOSES ONLY. OWNER TO PROVIDE

FINAL EXACT LAYOUT, VERBAGE, AND FONT PRIOR

TO MANUFACTURING OF SIGNAGE

A101A

Sim

13'-0" 8"

(4) 8" X 42" CONCRETE

SONOTUBES W/ (4) #4

EACH

12" CONCRETE SLAB

W/ #4 @ 12" O.C.

EACH WAY

TW0-TONE PAINT

TO WRAP TO BACKSIDE

CRITICAL NOTE: THESE DETAILS ARE PROVIDED FOR BIDDING

PURPOSED AND GENERAL DESIGN. SIGNAGE CONSTRUCTION MUST

FOLLOW THE REQUIREMENTS OF USDA FOREST SERVICE SIGN AND POSTER

GUIDELINES FOR FOREST SERVICE.

R10" R10

R1'

- 0

" R1' - 0"

100.00°

OPTION ITEM #1: ENTRY SIGN

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A101A

SITE- LANDMARK SIGN- OPTION

ITEM #1

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

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3/4" = 1'-0"

ENTRY SIGN - SECTION

3/8" = 1'-0"

ENTRY SIGN - ELEVATION

DN

DN

STAIR TREADS IN THIS AREA CONTAIN ASBESTOS. REFER TO ASBESTOS

REPORT FOR ADDITIONAL INFORMATION PRIOR TO DEMOLITION

WALLS IN THIS AREA CONTAIN ASBESTOS.

REFER TO ASBESTOS REPORT FOR ADDITIONAL

INFORMATION PRIOR TO DEMOLITION

NEW RADON PIPING TO

BE INSTALLED IN THIS

AREA. SEE PLUMBING

PLAN 1/P100

DEMOLITION KEYNOTES

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

INFORMATION.

REMOVE EXISTING INTERIOR WALL COMPLETELY, INCLUDING BRACING ABOVE CEILING

WHERE OCCURS. PROTECT CEILING AND FINISH. REPAIR ALL ADJACENT SURFACES TO

RECEIVE NEW FINISHES.

REMOVE DOOR, FRAME AND HARDWARE.

NOT USED

REMOVE SUSPENDED CEILING SYSTEM, INCLUDING ALL ASSOCIATED SUPPORT CABLE &

PERIMETER T-BAR. COORDINATE EXTENT OF DEMOLITION WITH REMODEL PLANS.

REMOVE ALL ASSOCIATED LIGHT FIXTURES, DIFFUSERS AND RETURN GRILLES. LEAVE

ANY SMOKE DETECTORS ACTIVATED & DANGLING AFTER CEILING REMOVAL FOR

REINSTALLATION. ENSURE DUCTWORK TO REMAIN IS PROPERLY SUPPORTED.

REMOVE LIGHT FIXTURE - SEE MEP.

NOT USED

REMOVE WOOD WALL COVERING & ALL SHELVES ON SURFACE

REMOVE EXISTING FLOORING AND PREPARE FOR INSTALLATION OF NEW FLOORING.

REMOVE EXISTING CASEWORK, COUNTERTOP & RELATED COMPONENTS.

REMOVE EXISTING TOILET PARTITION AND RELATED COMPONENTS.

REMOVE EXISTING PLUMBING FIXTURE & RELATED COMPONENTS.

REMOVE ELECTRICAL PANEL & CONDUIT PER ELECTRICAL.

NOT USED

ALL MUSEUM EXHIBITS TO BE CAREFULLY REMOVED OR PROTECTED AND SAVED FOR

REINSTALL. REPAIR ANY DAMAGE MADE TO EXHIBITS DURING CONSTRUCTION.

COORDINATE WITH FOREST SERVICE

WOODEN 2X CEILING GRID TO BE ENTIRELY REMOVED

SCREEN AND BOARD TO BE REMOVED- PRESENT TO OWNER PRIOR TO DISPOSAL

NOT USED

HANDRAIL TO BE REMOVED- PREP AREA FOR NEW INSTALL

DISPLAY CASE CONTENETS TO BE REMOVED BY FOREST SERVICE PRIOR TO

DEMOLITION. COORDINATE WITH FOREST SERVICE.

STOREFRONT TO BE REMOVED- OPENING TO BE EXPANDED TO ORIGINAL SIZE.

PROTECT SURROUNDING WALL FINISHES

REMOVE DOOR, FRAME, AND HARDWARE. WALL TO BE INFILLED TO MATCH

SURROUNDING WALL CONSTRUCTION

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 ARCHITECT 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.

9. EXISTING OPENINGS IN WHICH MECHANICAL AND PLUMBING ARE REMOVED IN

A CONCRETE SLAB SHALL BE FILLED WITH AN EPOXY-BASED TWO-

COMPONENT CEMENTITIOUS TROWEL-GRADE MORTAR. OPENINGS SHALL BE

FORMED AND MATERIAL PLACED IN OPENINGS OF 12"X12" SQ/DIA OR LARGER,.

CONTRACTOR SHALL PROVIDE #4 DOWELS AT 8" O.C. EACH WAY IN OPENINGS.

CONTRACTOR SHALL EPOXY MORTAR/CHEM. AND ADHESIVE SET DOWELS

INTO EXISTING CONCRETE WITH 4" MIN. EMBED.

10. SEE HAZARDOUS MATERIALS ABATEMENT DRAWINGS FOR ADDITIONAL

INFORMATION AND COORDINATION.

GENERAL DEMOLITION NOTES

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

28' - 4" 5' - 0" 8' - 8 3/4"

1'

8"

14 14

REMOVE PAINT AS NECESSARY- REPAIR

& PREP ALL COLUMNS FOR REPAINTPROVIDE WOOD FILL OR REPLACE

BATTENS WHERE DAMAGED - PREP

WOOD SCREEN FACADE FOR PAINT

1 WALL TO BE REMOVED

TO FIRST FLOOR LEVEL

REPAIR & PREP CMU FACADE

FOR PAINT- TEST PAINT FOR

LEAD PRIOR TO DEMO.

REPAIR & PREP CMU

FACADE FOR PAINT

REPAIR & PREP CMU

FACADE FOR PAINT

DRAWINGS FOR RESTORATION OF

FIRETOWER BY FOREST SERVICE.

FIRETOWER TO BE DISASSEMBLED

& REASSEMBLED IN ADDITION.

ENTRY TO FIRETOWER TO BE MADE

ACCESSIBLE AS PART OF REINSTALL

REPAIR & PREP CMU FACADE FOR

PAINT- ASBESTOS HAS BEEN

FOUND ELSEWHERE IN BUILDING.

TEST PAINT PRIOR TO DEMO.

WALLS IN THIS AREA

CONTAIN ASBESTOS. REFER

TO ASBESTOS REPORT FOR

ADDITIONAL INFORMATION

PRIOR TO DEMOLITION

CEILING IN THIS AREA

CONTAINS ASBESTOS. REFER

TO ASBESTOS REPORT FOR

ADDITIONAL INFORMATION

PRIOR TO DEMOLITION

REMOVE PAINT FROM T&G

SOFFIT- PREP FOR STAIN

REMOVE PAINT FROM GLULAM

BEAMS- PREP FOR STAIN

REMOVE PAINT FROM GLULAM

BEAMS- PREP FOR STAIN

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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DEMOLITION PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

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E T

1/8" = 1'-0"

BASEMENT DEMOLITION PLAN

1/8" = 1'-0"

LEVEL 1 DEMOLITION PLAN

N

N

1/8" = 1'-0"

RCP - FIRST FLOOR DEMO PLAN

3 1/8" = 1'-0"

RCP - BASEMENT DEMO PLAN

N

N

# DATE REVISION

mmsandall Cross-Out

DN

1. DIMENSIONS ARE TO FACE OF STUD, EXISTING WALL FINISH,

MASONRY, OR DOOR/WINDOW OPENINGS. DIMENSIONS OF EXISTING

CONSTRUCTION ARE NOT SHOWN ON DRAWINGS - VERIFY

DIMENSIONS OF ALL EXISTING CONSTRUCTION IN THE FIELD.

DIMENSIONS TO OPENINGS ARE NOMINAL. VERIFY ALL OPENINGS

WITH ROUGH OPENING REQUIREMENTS.

2. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 4" TO THE

WALL FRAMING UNO.

3. EXISTING CONSTRUCTION TO REMAIN SHOWN SHADED, NEW

CONSTRUCTION SHOWN SOLID.

4. SEE SHEET A-002 FOR WALL TYPES. IN AREAS WITH SUSPENDED

ACOUSTICAL TILE CEILINGS, GYPSUM WALL BOARD MAY BE

TERMINATED 6" ABOVE THE CEILING. IN AREAS WITH EXPOSED

STRUCTURE CONTINUE GYPSUM BOARD TO UNDERSIDE OF

STRUCTURE.

5. VERIFY EXISTING WALL CONSTRUCTION.

6. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE

EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE

OR EFFORT.

GENERAL FLOOR PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

A201

A201

A201

B

A

A

1 1

4 4

A302

A302 i2a i3 i3 i3 i3

WOMEN

MENS

RECEPTION & GIFT SHOP

NEW ADA

DOOR

OPERATION

BUTTON

A

A801

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A103

JANITOR

i2ai2a

REINSTALL EXHIBITS- COORDINATE

WITH FOREST SERVICE/CO FOR

REQ. REVISIONS TO EXHIBIT

F 01

F 02

F 03

WALL TO BE INFILLED TO

MATCH SURROUNDING

WALL CONSTRUCTION

WATER FOUNTAIN

W/ BOTTLE FILL-

CENTERED

A

B

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A501 i3

EXISTING EXHIBIT

HALF WALL @ 52"

A801

A

NEW WALL MOUNTED

HANDRAIL- BOTH SIDES

FULL HEIGHT WALL

A

A302

A302

A501

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A504

A504

S 01

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A501

SIM

3'

3/

4" i3

A701

EXISTING LOOKOUT TOWER TO BE

RELOCATED HERE AS PART OF

FUTURE CONTRACT.

FIRETOWER REASSEMBLY AND

FUTURE RAMP NIC.

VL

NEW RAIL FOR INCLINED

STAIR LIFT- SEE MANF.

"10

0" 4'

6"

NEW CONCRETE SLAB

4' - 6"

7' - 6"

FUTURE FENCE FOR FIRETOWER EXHIBIT- NIC

B

A302

A801

A

A i2b

36X80

36X80

5'X5' ACCESSIBLE STALL

2'

0" 6'

4"

WOMEN

MENS

X8

A801

A i1b i1b i1b i2b i2ai2a

PRIVACY SCREEN

2'

1/

4" 4'

6'

0"

6' - 10" 10' - 7"

4' - 1" 1' - 9" 11' - 7"

DRINKING FOUNTAIN W/

BOTTLE FILL- CENTERED

2'

6" 1'

4"

5'X5' ACCESSIBLE STALL

i2b

1' - 10" 2' - 9"

3' - 0" 1' - 8"

3' - 2" 3' - 6"

1' - 6"

1' - 6"

5' - 2 1/2" 3' - 0" 3' - 0"

F 01

F 02

F 03

1'

0"

3'

0"

1'

7" i2a i3

5'

5/

8"

2'

1/

2" i3

ENTIRE LOOKOUT TOWER TO BE DECONSTRUCTED AND

REMOVED FROM THE EXISTING BUILDING BY CONTRACTOR,

LOOKOUT TOWER WILL THEN BE STORED IN THE MISSOULA

AREA AS DIRECTED BY THE PROJECT CO.

BRIEF DESCRIPTION OF WORK

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A103

FLOOR PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

3/16" = 1'-0"

LEVEL 1 FLOOR PLAN

N

3/8" = 1'-0"

ENLARGED BATHROOM PLAN

LOOKOUT TOWER

12" = 1'-0"

EXISTING LOOKOUT TOWER IMAGES

CAULK SEAMS- COLOR TO

MATCH SURROUNDING WALL

5/8" GYP BD.

CAULK SEAMS- COLOR TO

MATCH SURROUNDING WALL

5/8" GYP BD.

5/8" GYP BD.

PAINT COLUMN TO MATCH

SURROUNDING WALL

GYP BD

PFM FRAME BACK

TO PANEL,

MEASURE IN

FIELD - MITER

CORNERS, WHITE

(E) ELEC. PANEL

2"

RF1

LVT STAIR NOSING- NOSING TO

COMPLETELY COVER TREAD

FASTEN PER

MANF DIRECTIONS

EXISTING STAIR

RF1

1" CIRCULAR RAIL - WHITE

1" CIRCULAR RAIL - WHITE

1 1/2" CIRCULAR RAIL- WHITE

1" CIRCULAR BALUSTER- WHITE

M

AX4"

1'

/2

4" 4"

3'

0"

3" X 3" PLATE WELDED TO

BOTTOM OF POST

(4) COUNTERSUNK FASTENERS PER POST

5/8" PLYWOOD

RF 1

RF 1

5/8" PLYWOOD

1" CIRCULAR RAIL - WHITE

B

B

A

A

1 1

4 4 i3 i3 i3

A302

A302

STORAGE

N

MAIN

DATA

CLOSET

A

HANDRAIL TO EXTEND

1'-0" PAST STAIR

1' - 0"

ELEC.

CLOSET

A302

A302

F 06

FL

5' - 11 3/4" 2' - 9 3/4" 4' - 0 1/4"

9'

0" i2a i2a i2b

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A104 i2a ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A104

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A104

SIM

A104

ELEC. DATA CLOSET

BASEMENT BATHROOM

i3 i3 i3

2'

8" 4'

1/ 2"

4' - 0"

1'

6"

RADON PIPING BELOW

SLAB- REF 10/P003

STAIR LIFT DRIVE

BOX MOUNTED AT

CEILING HEIGHT-

SEE MANF. REC.

i1A

1'

4' - 9"

STAIR LIFT -

GARAVENTA ATRIA-

LIFT TO BE STORED

AT BOTTOM OF

STAIRS - SEE MANF.

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A104

BASEMENT PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

3/16" = 1'-0"

BASEMENT FLOOR PLAN

1" = 1'-0"

WALL TO COLUMN CONNECTION

3 1" = 1'-0"

FURR WALL AT (E) PANELS

1 1/2" = 1'-0"

STAIR NOSING DETAIL

1 1/2" = 1'-0"

STEEL GAURDRAIL DETAIL

BA

GWB

8' - 3 1/2"

GWB

8' - 3 1/2"

GWB

8' - 3 1/2"

GWB

8' - 3 1/2"

GWB

8' - 3 1/2"

GWB

8' - 3 1/2"

T&G ROOFING- FINISHED AND STAINED

TO MATCH EXISTING

CEILING LAYOUT NOTES: LAY-IN CEILINGS ARE SHOWN CONCEPTUALLY.

IT IS THE INTENT THE CEILINGS AREA CENTERED WITHIN THE ROOM. IN

ODD SHAPED ROOMS, PRIMARY VISUAL AREA TO BE CENTERED. CEILNG

INSTALLER SHOULD CONSULT WITH THE CO IN THE FIELD FOR ANY AREAS

IN WHICH THEY WOULD LIKE TO MODIFY THE LAYOUT FROM THAT SHOWN

ON THE PLAN. MODIFICATIONS MAY BE ALLOWED, AT THE DISCRETION

OF THE ARCHITECT, TO EASE INSTALLATION, SAVE CUTTING, OR

INCREASE VISUAL APPEAL.

CEILING LEGEND

GWB 5/8" TYPE "X" GYPSUM WALLBOARD ON

STL. FRAMING - SEE DETAILS. PAINT P1

UNO

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM AS SHOWN

ON PLANS TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE

WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN,

WALL, SOFFIT, ETC., START GRID AT INDICATED SURFACE.

2. SEE FLOOR PLAN FOR WALL TYPES AND WALLS THAT EXTEND

FULL HEIGHT TO STRUCTURE.

3. SEE TYPICAL DETAILS THIS SHEET.

4. CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY FOR

COORDINATION WITH CEILING FINISH SYSTEM. SEE MECHANICAL,

ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL CEILING

FIXTURES AND TYPES.

5. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE FINISH

OF CEILING AND ARE ROUNDED TO THE NEAREST INCH.

GENERAL CEILING NOTES

BA

/8

/8

GYP BD

8' - 8"

EXISTING WOOD CEILING -

SAND, REPAIR AND RESEAL

EXISTING WOOD CEILING -

SAND, REPAIR AND RESEAL

ALL EXISTING ELECTRICAL OPENINGS IN CEILING TO BE REPAIRED

TO MATCH CEILING - ALL OPENINGS NOT SHOWN IN DRAWINGS

GYP BD

8' - 8"

GYP BD

9' - 6"

GYP BD

8' - 8"

GYP BD

8' - 8"

22x30

22x30

ACCESS DOOR

ACCESS DOOR

1" 2'

8"

SET SOFFIT FACE 1" BACK

FROM FACE OF GLULAM

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A106

REFLECTED CEILING PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

3/16" = 1'-0"

RCP - BASEMENT

3/16" = 1'-0"

RCP - FIRST FLOOR

GWB ON 7/8" HAT CHANNELS

BA

1 1

4 4

EXISTING ROOF

(E) ROOF LINE ABOVE

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A107

Sim

1. INSTALL SELF-ADHERING ICE BARRIER MATERIAL ON ALL EAVES AND

OVERHANGS FROM THE LOWEST EDGE OF ALL ROOF SURFACES TO A

POINT AT LEAST 36" INSIDE THE EXTERIOR WALL LINE OF THE

BUILDING.

2. INSTALL SELF-ADHERING ICE BARRIER MATERIAL AT ALL VALLEYS &

CHANGES IN ROOF SLOPE, 24" MIN. EACH SIDE OF TRANSITION.

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

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

4. GANG PLUMBING VENTS ABOVE CEILING TO MINIMIZE ROOF

PENETRATIONS. VERIFY PENETRATIONS IN FIELD. LOCATE

PENETRATIONS TO NOT BE VISIBLE FROM APPROACH TO FRONT ENTRY

WHERE FEASIBLE.

5. SEE MECHANICAL AND PLUMBING DRAWINGS FOR PIPING AND

EQUIPMENT PENETRATIONS. ALL PVC PIPE PENETRATIONS TO BE

PAINTED DARK GREY.

GENERAL ROOFING NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

4 1/2"

1'-4"

1'- 5"

9"

4" OPEN

PREFINISHED SHT MTL

CONDUCTOR HEAD W/ 7"X4"

OVERFLOW

SET IN CONT SEALANT BEAD

PREFINISHED SHT

MTL CONDUCTOR

HEAD W/ 7"X4"

OVERFLOW- PAINT

6" x 3" DOWNSPOUT

ELEVATION

3/4" = 1'-0"

ISOMETRIC

3/4" = 1'-0"

0 0 05" 7" 5"

9"

PRE-MOLDED FLASHING

BOOT - WHITE

STAINLESS STEEL

WORM-GEAR CLAMP

PIPE PENETRATION -

WHITE

EXISTING ROOFING

ADHERE ROOF PATCH PER

MANF. RECCOMENDATION

SEAL & ADHERE BOOT

PER MANF. REC

SEALANT

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A107

ROOF PLAN

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

1/8" = 1'-0"

ROOF PLAN

1 N 1 1/2" = 1'-0"

CONDUCTOR HEAD DETAIL

1 1/2" = 1'-0"

MEMBRANE ROOF PIPE PENETRATION

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

Level 1

109' - 4"

B A

B

Upper Roof

122' - 10"

C

A302

VERTICAL WOOD SIDING- PAINT P2

WOOD COLUMNS- PAINT P3

GLULAM BEAM- STAIN S1

T&G SOFFIT - STAIN S1

5'

6" 1'

6"

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A201

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

AND REFERENCED DETAILS FOR ADDITIONAL INFORMATION.

NOTES

MATERIALS LEGEND

CMU BLOCK (E)

VERTICAL WOOD SIDING (E)

Level 1

109' - 4"

A302

Upper Roof

122' - 10"

A

LOWER ROOF

118' - 4"

VERTICAL WOOD SIDING- PAINT P2

WOOD COLUMNS- PAINT P3

GLULAM BEAM- STAIN S1

T&G SOFFIT - STAIN S1

EXISTING CMU

BUILDING - PAINT P4

FENCE - PAINT P2

Level 1

109' - 4"

BA

WALL TO BE INFILLED TO

MATCH SURROUNDING

WALL CONSTRUCTION -

SEE STRUCT.

Upper Roof

122' - 10"

A302

4" 8"

ALT. COURSES OF 8X16 AND 4X16 BLOCKS

PROVIDE GROUT JOINT SIM TO EXISTING

EXISTING CMU BUILDING -

PAINT P4

EXISTING CMU BUILDING -

PAINT P4

FENCE - PAINT P2

Level 1

109' - 4"

1 4

A302

Upper Roof

122' - 10"

VERTICAL WOOD SIDING- PAINT P2

WOOD COLUMNS- PAINT P3

GLULAM BEAM- STAIN S1

T&G SOFFIT - STAIN S1

EXISTING CMU BUILDING -

PAINT P4

A502

Sim

A502

Sim

A502

Sim

1'

6"

10' - 6"

WESTERN RED CEDAR PLANK SIGN-

PAINTED FOREST SERVICE GREEN

ROUTERED LETTERING

SIGN LETTERING SHOWN FOR BID PURPOSES ONLY. OWNER TO PROVIDE FINAL

EXACT LAYOUT, VERBAGE, AND FONT PRIOR TO MANUFACTURING OF SIGNAGE.

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A201

EXTERIOR ELEVATIONS

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

3/16" = 1'-0"

NORTH ELEVATION

3/16" = 1'-0"

EAST - ELEVATION

3/16" = 1'-0"

SOUTH - ELEVATION

3/16" = 1'-0"

WEST - ELEVATION

1/2" = 1'-0"

VISITOR CENTER SIGN

(E) BASEMENT

100' - 0"

Level 1

109' - 4"

B A

ELEC. DATA CLOSET

WOMEN

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A101

FA 2

BASEMENT BATHROOM

STORAGE

RECEPTION & GIFT SHOP

ˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍˍ

A302

HALLWAY WALL TO EXTEND TO DECK

Level 1

109' - 4"

A

EXISTING WALL1/2" GAP

FRAMED FURR WALL

LAG INTO CONCRETE

SPRAY INSULATION

GYP BD

(E) BASEMENT

100' - 0"

Level 1

109' - 4"

1 4

A302

Upper Roof

122' - 10"

LOWER ROOF

118' - 4"

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

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A302

BUILDING SECTIONS

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

3/16" = 1'-0"

SECTION @ EXISTING & NEW

1 1/2" = 1'-0"

INTERIOR WALL BASE DETAIL

# DATE REVISION

3/16" = 1'-0"

SECTION @ NEW4

1/4" LAMINATED SAFETY GLAZING

GLAZING LEGEND

EXISTING CMU BLOCKWALL

EXISTING WOOD SCREEN (PROTECT)

NEW WINDOW

1/2"

3"

1/2" 3/4"

PREMIUM GRADE FIR

W/ SATIN STAIN - COLOR TBD

BACKER ROD AND SEALANT

SEALANT & BACKERROD

WINDOW IN SEALANT BED

EXISTING CMU BLOCKWALL

EXISTING WOOD SCREEN TRIM TO

SLOPE FLASHING (PROTECT REMAINING)

BI-FOLD WINDOW

PFM FLASHING- MATCH

EXTERIOR PAINT COLOR-

SET IN SEALANT BED,

SLOPE AWAY FROM SILL

PREMIUM GRADE FIR

W/ SATIN STAIN - COLOR TBD

BACKER ROD AND SEALANT

3"

1/2" 3/4"

A501

A501

A501

A501

5'

0"

3' - 8"

BASIS OF DESIGN:

'WEATHER SHIELD'

BI-FOLD

A501

SIM

A501

SIM

WOOD FRAMED WINDOW

OUTSWING

CASEMENT

VERIFY EXISTING

OPENING IN FIELD

A501

A501

VERIFY EXISTING OPENING SIZE

11' - 5"

APPLIED

ARCHITECTURAL

MULLION

2' - 4 1/2" 6' - 8" 2' - 4 1/2"

EQEQEQ

WHITE STOREFRONT

VINYL PRINTED GRAPHIC-

WOOD GRAIN- OPAQUE-

VERIFY WITH HISTORIC

IMAGES/ARCH

VINYL PRINTED GRAPHIC-

LEAVES PATTERN-

TRANSPARENT - VERIFY WITH

HISTORIC IMAGES/ARCH

4X8 RECTANGULAR MULLION

1.75X5 HORIZONTAL MULLION

A501

SIM

2'

1/

2" 2'

1/ 2"

2'

1/

4" 2'

5/ 8"

2'

5/

8"

7'

0"

GYP. RETURN TO STOREFRONT

EXISTING WOOD CEILING

PFM FLASHING DRIP EDGE

BACKER ROD & SEALANT

FRAMED FURR WALL

APPLIED ARCHITECTURAL MULLION

GYP. RETURN TO STOREFRONT

BACKER ROD & SEALANT

FRAMED FURR WALL

WOOD ACCENT WALL- 2X2

SMOOTH SAWN BATTENS

WITH SATIN STAIN

WINDOW GRAPHIC ON INTERIOR- SEE ELEVATION

AND OWNER/ARCHITECT FOR GRAPHIC

GYP. RETURN TO STOREFRONT

SEE FINISH PLAN

FOR FLOORING

THERMALLY BROKEN

THRESHOLD SET IN BEDDING

SEALANT

(E) CONCRETE SLAB

DATE:

SHEET:

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

406.449.2013 www.mosaicarch.com

D A

TE

S

TA

M

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

9/

/2

7:

:5

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M

09/30/2024

A501

WINDOW TYPES, WINDOW

DETAILS

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

C O

N S

T R

U C

T

IO

N S

E T

1 1/2" = 1'-0"

REPLACEMENT WINDOW HEAD DETAIL

1 1/2" = 1'-0"

REPLACEMENT WINDOW SILL DETAIL

71/4" = 1'-0"

WINDOW ELEVATION

BA C

1/2" = 1'-0"

NEW STOREFRONT

1 1/2" = 1'-0"

REPLACEMENT STOREFRONT HEAD

1 1/2" = 1'-0"

REPLACEMENT STOREFRONT JAMB

1 1/2" = 1'-0"

REPLACEMENT STOREFRONT SILL

Window Schedule Type Mark Description Type Sill Height Comments

A OUTSWING CASEMENT 2'3" x 5'7" 3' - 1" VERIFY EXISTING OPENING

B BI-Fold Exterior Window default 3' - 8" VERIFY EXISTING OPENING

DOOR TYPES

F

FLUSH

VL

VISION LIGHT

SEE PLAN AND SCHEDULE FOR ALL DOOR SIZES

1' - 8" 6"

6" 2'

8"

A

FF

H.M. FRAME

2"

SCHED…