Attachment 2_Drawings Full Set.pdf

@ 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 CONTRACTING OFFICER 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 CONTRACTING OFFICER

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 CONTRACTING OFFICER

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

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

23 VIEW NAME

1/8" = 1'-0"

A

Room name

A

101A

A1-1

A1-1

FA1

Name Elevation

RA1

SIM

cw1 i1

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. EXISTING DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED.

REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTIONS & REQUIREMENTS OF CONSTRUCTION.

GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES, PROVIDE ON-SITE SUPERVISION & BE RESPONSIBLE FOR COMPLIANCE WITH ALL SAFETY PRECAUTIONS, CODES AND REGULATIONS.

PROTECT EXISTING UTILITIES, SITE IMPROVEMENTS & PLANTING TO REMAIN.

PATCH ANY SURFACES DAMAGED DURING CONSTRUCTION. SURFACES ARE TO BE PATCHED FLUSH WITH EXISTING. MATCH EXISTING ADJACENT FINISH OR APPLY NEW FINISH AS SCHEDULED.

PROVIDE SOLID BACKING FOR ALL WALL-MOUNTED ITEMS.

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.

DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.

ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF FINISH FLOOR UNLESS NOTED OTHERWISE.

WHERE COLUMNS & STUD WALLS ALIGN, GYPSUM BOARD TO BE CONTINUOUS OVER COLUMNS OR BOXED AROUND COLUMN IF COLUMN PROJECTS BEYOND WALL.

BRING TO THE ATTENTION OF THE ARCHITECT/CONTRACTING OFFICER ANY CONDITION OR AREA OF FINISH THAT IS IN QUESTION OR NOT NOTED.

SEAL ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS WITH A FIRE RATING EQUIVALENT TO THE CONSTRUCTION PENETRATED AND PER DETAILS & SPECIFICATIONS.

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.

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

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.

WHERE MECHANICAL & ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

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

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

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.

REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.

IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS & SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF THE

ARCHITECT/CONTRACTING OFFICER.

CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES AND SITE CLEAN.

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)

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:

DATE:

SHEET:

317 N. Cruse Ave., Suite 201 Helena, Montana 59601 406.449.2013phone www.mosaicarch.com

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05.19.2026

AD-000

COVER

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 24

REMODEL

0%

C O

N S

T R

U C

T

IO

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U M

E N

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BUILDING 24 - BASEMENT REMODEL

24 H RD.

MISSOULA, MT 59804

MOSAIC ARCHITECTURE, P.C.

317 CRUSE AVE., SUITE 201

HELENA, MT 59601

(406) 449-2013 CONTACT: KATIE BRODOWY, AIA katie@mosaicarch.com

ARCHITECT:ARCHITECT:

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

AD-000 COVER

AD-001 CODE INFORMATION & TYP. ASSEMBLIES

AD-101 DEMOLITION PLAN - BASEMENT

AD-102 FLOOR PLAN & RCP - BASEMENT

AD-701 FINISH PLAN & SCHEDULE- BASEMENT

MECHANICAL/PLUMBING ENGINEERING:

MORRISON MAIERLE

1055 Mount Avenue

MISSOULA MT 59801

(406) 751-5867 CONTACT: CHANDRA MCCARTHY , PE CMCCARTHY@m-m.net

ELECTRICAL/ICT ENGINEERING:

CONTACT: GARTH STEVENS, PE gstevens@m-m.net CONTACT: PAUL HEFFERNAN, PE pheffernan@m-m.net

MORRISON MAIERLE

1055 Mount Avenue

MISSOULA MT 59801

(406) 751-5867

EAST APPROACH

PLUMBING DRAWINGS

P001 PLUMBING LEGEND AND NOTES

P002 PLUMBING SPECIFICATIONS, SCHEDULES & DETAILS

P101 PLUMBING DEMO PLAN - BASEMENT

P201 PLUMBING FLOOR PLAN - BASEMENT

MECHANICAL DRAWINGS

M001 MECHANICAL LEGEND & NOTES

M002 MECHANICAL SPECIFICATIONS, SCHEDULES & DETAILS

M101 MECHANICAL DEMO PLAN - BASEMENT

M201 MECHANICAL FLOOR PLAN - BASEMENT

ELECTRICAL DRAWINGS

E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E0.2 ELECTRICAL SPECIFICATIONS

E0.3 ELECTRICAL SPECIFICATIONS

E0.4 ELECTRICAL DETAILS

E0.5 ELECTRICAL SCHEDULES

E101 ELECTRICAL DEMO PLAN

E102 ELECTRICAL BASEMENT PLAN- POWER AND SIGNAL

E103 ELECTRICAL BASEMENT PLAN- LIGHTING

ICT DRAWINGS

T001 ICT SYMBOLS AND ABBREVIATIONS

T002 ICT DETAILS

T003 ICT SPECIFICATIONS

T004 ICT SPECIFICATIONS

T101 ICT BASEMENT DEMO PLAN

T102 ICT BASEMENT PLAN

PROJECT TO BE SPLIT INTO SEPARATE AREAS, THE PROJECT EAST WING AND PROJECT WEST

WING WILL BE BID SEPARATELY.

CONTRACTING OFFICER:

CONTACT: TANNER GRIMSTAD, FS TANNER.GRIMSTAD@USDA.GOV

US FOREST SERVICE

24 H RD.

MISSOULA, MT 59804

# DATE REVISION

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 509.1. 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 200' FOR 'B'

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

DISTANCE FOR EACH STORY SHOWN.

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

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

ROOM AREA

OCCUPANT

LOAD

MAX. FLOOR

AREA PER

OCCUPANT

FROM TABLE

1004.5

SF

ROOM NAME

OCCUPANT LOADS FOR FUNCTIONS DESIGNATED NET

FLOOR AREA IN TABLE 1004.5 ARE IDENTIFIED FOR

ACTUAL OCCUPIED AREAS.

OCCUPANT LOADS FOR FUNCTIONS DESIGNATED GROSS

FLOOR AREA ARE IDENTIFIED FOR ENTIRE AREA OF THE

FUNCTION W/ DEDUCTIONS ONLY FOR AREA OF

EXTERIOR WALLS, VENT SHAFTS AND INTERIOR COURTS.

AO

OCCUPANCY GROUP B WITH ACCESSORY SMALL ASSEMBLY SPACE WITH

OCCUPANT LOAD <50 OR AREA <750 SF, CLASSIFIED AS PART OF GROUP B

OCCUPANCY PER 303.1.2

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)

OCCUPANCY GROUPS:

(CHAPTER 3)

B - BUSINESS

ACCESSORY OCCUPANCIES PER SEC. 508.2 WHERE OCCUR.

INCIDENTAL USES PER TABLE 509 WHERE OCCUR.

NONSEPARATED OCCUPANCIES:

(SEC. 508.3.2)

CONSTRUCTION TYPE:

(TABLE 601)

TYPE IIIB, SPRINKLERED

ALLOWABLE FLOOR AREA (At):

(TABLE 506.2)

B: 57,000 SF

ALLOWABLE FLOOR AREA:

SINGLE OCCUPANCY

MULTISTORY BLDG: (Aa)

(SEC. 506.2.1)

S-1:

ALLOWABLE NO. OF STORIES / HEIGHT:

(TABLE 504.4/504.3)

B:

3 STORIES / 55 FT

OCCUPANT LOAD : BUSINESS AREAS: 28 occu

SEE CODE ANALYSIS PLANS THIS SHEET.

SUMMARY CODE REVIEW

PROJECT DESCRIPTION: REMODEL EXISTING OFFICE SPACE FOR UPDATED OFFICE NEEDS,

OCCUPANCY USE AND TYPE DOES NOT CHANGE.

ACTUAL NO. OF STORIES / HEIGHT: 2 STORY / 43 FT; OK

OCCUPANT LOADS FOR EGRESS DESIGN:

(SEC. 1004 + TABLE 1004.5)

ASSEMBLY - UNCONCENTRATED 15 NET

BUSINESS: 150 GROSS

STORAGE/MECHANICAL EQUIPMENT 300 GROSS

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. 1005.3)

STAIRWAYS:

OTHER EGRESS

COMPONENTS:

0.3 INCHES / OCCUPANT

0.2 INCHES / OCCUPANT

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)] x Sa Aa = 57,000 + [57,000 x .75] x 4 Aa = 228,000 SF

ACTUAL FLOOR AREA: BASEMENT: 14,240 SF

1-2 LEVELS: 28,480 SF

42,720 SF < 228,000 SF ALLOWABLE; OK

EXSTING:

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

32" CLEAR AT DOORS [§1010.1.1],

44" AT CORRIDORS, AISLES & EXIT PASSAGEWAYS (36" for occupant load

<50) [§ 1020.2; 1018.3, 1018.5; 1024.2 RESPECTIVELY], PROVIDED.

EGRESS WIDTH MINIMUMS BY

COMPONENT (USE WHERE EXCEED

MINIMUMS BY OCCUPANT LOAD):

CORRIDOR FIRE RESISTANCE RATING:

(TABLE 1020.2)

B OCCUPANCY, OCC LOAD >30: 0-HOUR (SPRINKLERED)

FRONTAGE INCREASE (If) :

(TABLE 506.3.3)

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

If = .75

TOTAL OCCUPANTS: 28 occu

EXIT ACCESS TRAVEL:

(TABLE 1017.2)

B- 300' SPRINKLERED

THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES ADOPTED BY THE STATE

OF MONTANA:

2021 International Building Code (IBC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 Uniform Plumbing Code (IAMPO) 2020 National Electrical Code (NEC) 2012 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC)

APPLICABLE BUILDING CODES

IECC COMPLIANCE FOR COMMERCIAL PROJECTS

CLIMATE ZONE: 6

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

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-15.2 CONTINUOUS

BELOW GRADE WALLS: R-15 CONTINUOUS

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

UN-HEATED SLAB: R-20 VERTICAL FOR 48" BELOW (FULL HEIGHT OF THICKENED SLAB EDGE)

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

OPAQUE SWINGING DOORS: U-0.37

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 0.41 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 BLOWN-IN ATTIC 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

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

BUILDING DEPARTMENT & 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)

KKGG

JJ

FFDD

II

EECCBBAA

HH

GROSS

2406 SF

17150

GROSS

1589 SF

11150

NEW FURR-OUT

COLUMN DETAIL

5/8" GYPSUM

(E) 6 5/8" STEEL COLUMN

2x4 BACKING STUD

INTERIOR PARTITION

NON-RATED SOUND WALL

f1 GENERAL WALL NOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

WALL TYPE CONSTRUCTION IS CONTINUOUS FROM SLAB TO ROOF FRAMING ABOVE UNLESS INDICATED

OTHERWISE.

IF A WALL TYPE IS NOT INDICATED, PROVIDE WALL TYPE OF MOST SIMILAR CONDITION - VERIFY WITH CO/

ARCHITECT.

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.

STRUCTURAL NOTES, SPECIFICATIONS, STUD GAUGE NOTATIONS ETC. TAKE PRECEDENCE OVER

ARCHITECTURAL WALL TYPES.

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.

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.

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.

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.

WALLS INDICATED WITH ACOUSTICAL INSULATION TO MEET AN STC RATING OF 48 OR MORE, UNLESS

OTHERWISE INDICATED.

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.

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

PROVIDE STEEL "J" EDGE METAL AND 1/4" CAULK JOINT AT PERIMETER OF ALL GYPSUM BOARD WALLS WHERE

ABUTTING DIFFERENT MATERIALS.

PROVIDE CORNER BEADS AT ALL EXTERNAL GYPSUM BOARD CORNERS.

PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL BE PROTECTED AS REQUIRED IN

IBC SECTION 714.

PROVIDE FIRE, SMOKE AND CEILING RADIATION DAMPERS AT DUCT PENETRATIONS AND AIR TRANSFER

OPENINGS IN FIRE RATED ASSEMBLIES PER IBC SECTION 717.

NOTE: SEE ELEVATIONS AND FINISH SCHEDULES FOR

WALL FINISHES, TYPICAL ALL WALL TYPESINTERIOR WALL TYPES

INTERIOR PARTITION INTERIOR PARTITION

NON-RATED NON-RATED

5/8" GYPSUM

BOARD

2x4 STUDS @ 16" O.C.

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

2x6 STUDS @ 16" OC

5/8" GYPSUM

BOARD

i1 i2

SUSPENDED CEILING

ACOUSTIC INSULATION

WHERE OCCURS - SEE WALL

TYPE

PROVIDE SEALANT @ BASE OF

ALL WALLS W/ ACOUSTIC

INSUL.

WALL TYPE PER PLANS

STRUCTURE

6"

ATTACH TO STRUCTURE W/ 3/8"Ø

EXPANSION ANCHORS @ CONCRETE OR

3/8"Ø X 3" LAG BOLTS @ WOOD

PARTITION WALL TO STRUCTURE

INTERIOR PARTITION

NON-RATED SOUND WALL

FINISH FLOOR

NEW WALLS TO

HAVE BASETRIM TO

MATCH EXISTING-

VERIFY DIMS IN

FIELD

4" 2"

DATE:

SHEET:

317 N. Cruse Ave., Suite 201 Helena, Montana 59601 406.449.2013phone www.mosaicarch.com

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AD-001

CODE INFORMATION &

TYP. ASSEMBLIES

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 24

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1/16" = 1'-0"

CODE REVIEW - BASEMENT1

1.

2.

3.

4.

5.

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.

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

WALL FRAMING UNO.

EXISTING CONSTRUCTION TO REMAIN SHOWN SHADED, NEW

CONSTRUCTION SHOWN SOLID.

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

ACOUSTICAL TILE CEILINGS, GYPSUM WALL BOARD MAY BE

TERMINATED 6" ABOVE THE CEILING.

VERIFY EXISTING WALL CONSTRUCTION.

GENERAL FLOOR PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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 CO/ARCHITECT WHEN DISCOVERED.

SEE CIVIL DRAWINGS FOR SITE DEMOLITION.

SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION WORK OF

THOSE TRADES.

WHERE DEMOLITION IS INDICATED, WALLS SHALL BE REMOVED AND CEILING SHALL BE

PATCHED, REPAIRED AND PAINTED TO MATCH EXISTING.

CONTRACTOR SHALL MAINTAIN A TEMPORARY WEATHER TIGHT ENCLOSURE AS ITEMS

ARE BEING REMOVED.

COORDINATE ALL MECHANICAL, ELECTRICAL, FIRE SYSTEMS, COMMUNICATIONS AND

UTILITY SHUT-DOWNS WITH CONTRACTING OFFICER PRIOR TO REMOVING AND OR

RELOCATING.

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.

SEE HAZARDOUS MATERIALS ABATEMENT DRAWINGS FOR ADDITIONAL INFORMATION

AND COORDINATION.

ANY MATERIALS LEFT ON WALLS TO BE REMOVED AND RETURNED TO FOREST SERVICE

ALL EXISTING FURNITURE TO BE REMOVED BY FOREST SERVICE COORDINATE ANY

ADDITIONAL ITEMS TO BE REMOVED WITH CONTRACTING OFFICER.

GENERAL DEMOLITION NOTES

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. REPAIR ALL ADJACENT SURFACES TO RECEIVE NEW FINISHES.

REMOVE DOOR, FRAME AND HARDWARE. WHERE REQUIRED INFILL TO MATCH EXISTING

CONSTRUCTION

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

REROUTE ELECTRICAL AS REQUIRED.

REMOVE COLUMN WRAP IN ITS ENTIRETY. ONLY STEEL SUPPORT COLUMN TO REMAIN,

REMOVE EXISTING FLOORING AND PREPARE FOR INSTALLATION OF NEW FLOORING.

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. -

PORTION OF CEILING ABOVE MAY NEED TO BE REMOVED TO BRACE NEW CEILING.

COUNTERTOP AND CABINETS TO BE REMOVED

REMOVE LIGHT FIXTURES TO BE DEMOLISHED, SEE ELEC.

REMOVE SUSPENDED CEILING TILES AND LIGHT FIXTURES PER ELEC. EXISTING GRID

AND ASSOCIATED BRACING TO REMAIN AND BE REUSED

REMOVE PLUMBING FIXTURE - SEE PLUMBING FOR ADDNL INFO

REMOVE ACOUSTIC MATERIAL ON CEILING SYSTEM, PROTECT REMAINING GYP CEILING

WHERE POSSIBLE.

REMOVE EXISTING INTERIOR WINDOWS, FRAME AND HARDWARE WHERE NOTED, INFILL

WALL TO MATCH SURROUNDING CONSTRUCTION AS SHOWN ON REMODEL PLANS.

REMOVE SOFFIT WHERE INDICATED ON PLANS, PROTECT REMAINING SOFFIT

SAVE ALL WALL BASE FOR REINSTALL

REMOVE PICTURE RAIL - RETAIN FOR REINSTALL ON NEW WALL

DEMOLITION MAY BE REQUIRED FOR PLUMBING REPLACEMENT - VERIFY EXTENTS WITH

PLUMBING DRAWINGS

KKGG

JJIIHH

OFFICE

IT

HERITAGE STORAGE

PIPE TO REMAIN

FLOORING IN THIS AREA CONTAINS ASBESTOS. REFER TO

ASBESTOS REPORT FOR ADDITIONAL INFORMATION PRIOR

TO DEMOLITION.

DD EECCBBAA

KITCHEN

1 2

STORAGE

4 4

4 45

KKGG

JJIIHH

IT

OFFICE

OFFICE

OFFICE

DD EECCBBAA

KITCHEN

STORAGE

8 8 8

12 12

DATE:

SHEET:

317 N. Cruse Ave., Suite 201 Helena, Montana 59601 406.449.2013phone www.mosaicarch.com

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AD-101

DEMOLITION PLAN -

BASEMENT

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 24

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3/32" = 1'-0"

DEMO - EAST2

3/32" = 1'-0"

DEMO - WEST4

3/32" = 1'-0"

DEMO - RCP - EAST1

3/32" = 1'-0"

DEMO - RCP - WEST3

1/4" = 1'-0"

DEMO - OFFICE5

1/4" = 1'-0"

DEMO - KITCHEN7

1/4" = 1'-0"

DEMO - KITCHEN WALL8

1/4" = 1'-0"

DEMO - BASEMENT10 1/4" = 1'-0"

DEMO - BASEMENT 211 1/4" = 1'-0"

DEMO - BACK ROOM9

1/4" = 1'-0"

DEMO - IT6

e2s

WALL TYPE

WALL HEIGHT

WALL STUD & FINISH HEIGHT

a GWB TO 6" ABOVE CEILING; FRAME OR BRACE TO STRUCTURE b TO STRUCTURE

WALL TYPE TAG

1.

2.

3.

SEE FLOOR PLAN FOR WALL TYPES AND WALLS THAT EXTEND

FULL HEIGHT TO STRUCTURE.

CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY FOR

COORDINATION WITH CEILING FINISH SYSTEM.

SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE FINISH

OF CEILING AND ARE ROUNDED TO THE NEAREST INCH.

GENERAL CEILING NOTES

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. CEILING

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 CONTRACTING OFFICER, 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

ACT2 2x2 CEILING TILES - ONLY

ACT-G 2x2 ACT SYSTEM: 2X2 TILES WITH 15/15"

HEAVY DUTY GRID. SEE SEISMIC

INSTALLATION REQ'TS AND DETAILS.

ACT1 2x4 CEILING TILES - ONLY

1.

2.

3.

4.

5.

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.

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

WALL FRAMING UNO.

EXISTING CONSTRUCTION TO REMAIN SHOWN SHADED, NEW

CONSTRUCTION SHOWN SOLID.

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

ACOUSTICAL TILE CEILINGS, GYPSUM WALL BOARD MAY BE

TERMINATED 6" ABOVE THE CEILING.

VERIFY EXISTING WALL CONSTRUCTION.

GENERAL FLOOR PLAN NOTES

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

12 ga. HANGER WIRE @ 4'-0" O.C.

SPLAY BRACING WIRES

CROSS TEE OR HAT

CHANNEL

_45o MAX

TYPICAL FOR 4

MAIN RUNNER TEE OR

HOT ROLLED CHANNELNOTES:

1. HANGING WIRES SHALL BE ATTACHED TO SUSPENDED MEMBERS

WITH A MINIMUM OF THREE TIGHT TURNS IN 1-1/2". BOTH ENDS OF WIRE.

2. BRACING WIRES SHALL BE ATTACHED TO SUSPENDED MEMBERS

WITH A MINIMUM OF FOUR TIGHT TURNS IN 1-1/2". BOTH ENDS OF WIRE.

3. COMPLY WITH CCR TITLE 24 REQUIREMENTS.

ROOF FRAMING OR BLOCKING AS REQUIRED

EYEBOLT SCREWED TO ROOF FRAMING

OR BLOCKING ABOVE, TYP.

VERTICAL COMPRESSION STRUT DESIGNED

FOR 200LBS. COMPRESSION FORCE ATTACH

TOP & BOT. W/ ONE 1/4" DIA. BOLT

CROSS TEES (FOR ACOUST TILES) OR 7/8"-26

ga. FURRINGG HAT CHANNELS @ 2'-0" O.C.

(FOR GYP. BD)

MAIN RUNNER TEES (FOR ACOUSTICAL TILES)

OR 1-1/2" HOT ROLLED MAIN RUNNER CHANNELS

@ 3'-0" O.C. (FOR GYP. BD)

NOTE:

FOR LOCATION OF BRACING AND ADDITIONAL

REQUIREMENTS, SEE ACOUSTICAL CEILING DETAIL

1" WALL CHANNEL TYPICAL AT PERIMETER

HANGER WIRE (12 ga> GALVANIZED STEEL WIRE).

WRAP 3 FULL TIMES

1" 16 ga. COLD ROLLED

CHANNEL AT 48" O.C.

DIAGONAL BRACING AS PER

IBC SEISMIC REQUIREMENTS

GYP. WALL BD. FASTEN W/ TYPE "S"1"

BUGLE HEAD SCREWS AT 12" O.C. MAX

18 ga. STEEL HAT CHANNEL FURRING

AT 16" O.C.

NOTE:

1. 1/4 OF THE LENGTH OF THE END RUNNER, WHICHEVER IS LEAST

2. PROVIDE SPACER @ FREE END WHERE THE FIRST RUNNER IS 12" OR MORE FROM WALL

WALL ANGLE - ATTACH AT EACH STUD W/ 1-1/4" LONG S-12 PANCAKE HEAD

SCREW, PROVIDE BLKG WHERE CLG. DOESN'T TERMINATE ON A STUD

1/2"

8" MAX OR NOTE (1)8" MAX OR NOTE (1)

MAIN RUNNER

OR CROSS "T"MIN. 3 TIGHT

TURNS IN 1 1/2"

NOTE (2)

ACOUSTICAL PANEL1/8" POP RIVET AT EACH MEMBER

PER RCP

PER RCP

6"

MI

N.

GYP. BD CONTINUOUS AT B.O.

STRUCTURE WHERE APPLICABLE

GYP. BD CONTINUOUS TO

STRUCTURE ABOVE WHERE

INDICATED IN ACOUSTIC LAYOUT

PLAN

CORNER BEAD

ALIGN W. FACE OF WALL

BEYOND WHERE OCCURS

5/8" GYP BD ON 3 5/8" STL

STUD FRAMING

CEILING TILE AND TRACK OR OTHER

CEILING TYPE, HT. PER RCP

PERIMETER CLOSURE ANGLE 2" MIN WIDTH

LATERAL BRACING SYSTEM @ 12'-0" O.C. EA WAY. BEGIN

BRACING WITHIN 6'-0" OF PERIMETER & 2" FROM CROSS

MEMBER. BRACING SYSTEM INCLUDES COMPRESSION

STRUT W/ (1) HANGER WIRE THRU CTR & (4) HANGER

WIRES SPLAYED IN (4) DIRECTIONS @45 o MAX

6'-0" MAX 4'-0" MAX 4'-0" MAX2" 2"

12'-0" O.C.

MAIN RUNNERS W/ #12 WIRES

TO STRUCT @ 4'-0" O.C.

3/4" SEISMIC JOINT @

PERIMETER WALLS

ADDITIONAL HANGERS ALL

MEMBERS W/ IN 8" OF PERIMETER

PROVIDE (2) SLACK WIRES TO EA.

FIXTURE. PROVIDE POSITIVE CLIP FROM

FIXTURE TO MAIN RUNNERS. FIXTURE

WEIGHT NOT TO EXCEED 56LBS.

MAIN RUNNERS W/ #12 WIRES

TO STRUCT @ 4'-0" O.C.

CROSS RUNNERS FIT

BETWEEN MAIN RUNNERS

BLDG STRUCT

COUNTERSLOPE HANGERS IF MORE

THAN 1:6 OUT OF PLUMB

TRAPEZE HANGER WIRES @ DUCTWORK & OTHER LG. OBSTRUCTIONS

KKGG

JJIIHH

OFFICE

IT

OFFICE

OFFICE

i2 i1

PIPE TO REMAIN

HERITAGE STORAGE

9"

19' - 6 1/2"

6' - 8"

WD WALL BASE AT

ALL COLUMNS - TYP

8 7/16"

1'

- 3

3/

DD EECCBBAA

L104

KITCHEN

STORAGE

OPENING

(72x84)

0"

ALIGN SINK WITH

EXISTING PLUMBING

AD-701

AD-701

2' - 0"

12' - 3"

AD

-7

AD

-7

6' - 0"

ALIGN WALL

WITH COLUMN

WD WALL BASE AT

ALL COLUMNS - TYP

4 5 /8"

KKGG

JJIIHH

IT

OFFICE

OFFICE

OFFICE

TRAINING

ACT-G

8' - 0"

GYP

7' - 11"

ACT-G

8' - 0"

ACT2

8' - 0"

ACT1

8' - 0"

ACT2

8' - 0"

NEW SOFFIT HEIGHT TO MATCH EXISTING

GYP

7' - 11"

PROVIDE TRIM AT COLUMN

ACT CEILING INTERFACE - TYP

EXISTING CEILING TO

REMAIN- PATCH AS

REQUIRED - PAINT

DD EECCBBAA

STORAGE

KITCHEN

ACOUSTIC CEILING

PANEL- BEIGE

7/8" HAT CHANNELS BEYOND

AD-102

CEILING TO BE PATCHED AT

WALL REMOVAL MATCH

SURROUNDING TEXTURE

DOOR TYPES

F

STANDARD FRAME

SEE DETAIL

SCHEDULE

PER .

PE

R

SC

HE

DU

LE

SE

E D

ET

AIL

DOOR FRAME TYPES

SEE PLAN AND SCHEDULE FOR ALL DOOR SIZES

F

FLUSH

HL

FLUSH W HALF LITE

1/4" LAMINATED SAFETY GLASS

GLAZING LEGEND

ALUM

ANOD

F

FACT

HL

HM

MFR

SF

STL

WD

ABBREVIATIONS

ALUMINUM

ANODIZED FINISH - DK BRONZE

FLUSH

FACTORY FINISH

HALF LITE

HOLLOW METAL

MANUFACTURER

ALUMINUM STOREFRONT

STEEL

WOOD - SOLID CORE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL DOOR LOCATIONS NOT SPECIFICALLY DIMENSIONED TO BE

PLACED 4 INCHES FROM ADJACENT WALL SURFACE. IF THERE IS NO

DIRECTLY ADJACENT SIDEWALL, CONTACT ARCHITECT FOR PROPER

PLACEMENT.

ALL DOORS TO HAVE ADA COMPLIANT THRESHOLDS WITH 1/2"

MAXIMUM RISE UNLESS SPECIFICALLY DETAILED OTHERWISE.

ALL METAL DOORS AND FRAMES TO BE PRIMED AND PAINTED. VERIFY

COLOR WITH ARCHITECT.

ALL EXTERIOR DOORS TO BE FULLY INSULATED.

ALL EXTERIOR DOORS TO HAVE FULL PERIMETER

WEATHERSTRIPPING.

ALL HARDWARE ON FIRE-RATED DOORS MUST BE APPROVED FOR

SUCH USE AND INSTALLED AS REQUIRED TO MAINTAIN SYSTEM FIRE

RATING.

ALL DOORS/FRAMES TO HAVE RESILIENT SILENCERS.

CONTRACTOR TO USE ARCHITECT'S DOOR TYPE PLAN DESIGNATION

NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SUBMITTALS

FIRE RATING FOR FRAMES MUST MATCH RATING FOR DOORS.

SEE WINDOW ELEVATIONS FOR DETAILS.

ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE

EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE

OR EFFORT.

GENERAL DOOR NOTES

PER WALL ASSEMBLY

SEE FLOOR PLANS

FOR WALL TYPE

CAULK JOINT

TYPICAL EA SIDE

WOOD CASING

DOOR PER SCHEDULE

JAMB BEYOND DOOR STOP

SHIM

3"

ACOUSTIC INSULATION

SEE FLOOR PLANS

FOR WALL TYPE

DOOR PER SCHEDULE

WOOD CASING

CAULK JOINT, TYP.

EACH SIDE

WOOD CASING

DOOR STOP

3"

7/8" HAT CHANNEL- SPACING PER MANF.

ACOUSTIC PANEL

SCREW AND WASHER PER

MANF. COLOR MATCH TO PANEL

(E) CEILING

1.

2.

3.

4.

5.

6.

7.

ALL DOOR LOCATIONS NOT SPECIFICALLY DIMENSIONED TO BE PLACED

4 INCHES FROM ADJACENT WALL SURFACE. IF THERE IS NO DIRECTLY

ADJACENT SIDEWALL, CONTACT ARCHITECT FOR PROPER PLACEMENT.

ALL DOORS TO HAVE ADA COMPLIANT THRESHOLDS WITH 1/2" MAXIMUM

RISE UNLESS SPECIFICALLY DETAILED OTHERWISE.

ALL METAL DOORS AND FRAMES TO BE PRIMED AND PAINTED. VERIFY

COLOR WITH ARCHITECT.

ALL DOORS/FRAMES TO HAVE RESILIENT SILENCERS.

CONTRACTOR TO USE ARCHITECT'S DOOR TYPE PLAN DESIGNATION

NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SUBMITTALS

SEE WINDOW ELEVATIONS FOR FRAME TYPES FOR ALUMINUM FRAMES.

ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS

SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

GENERAL DOOR NOTES

Hardware Group No. 01 For use on Door #(s): 01, 02

Provide each SGL door(s) with the following:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE BAA 5BB1 SERIES (WEIGHT, SIZE, NRP AS REQ'D) F695 IVE

1 EA ENTRANCE LOCK ND53 (LEVER PREP AS REQ'D) RHO BA 606 SCH

1 EA CYLINDER MATCH EXISTING KEY SYSTEM 606

1 EA WALL STOP WS406/407CCV 606 IVE

3 EA SILENCER SR64/SR65 AS REQ'D BY FRAME MATERIAL GRY IVE

DOOR HARDWARE

DATE:

SHEET:

317 N. Cruse Ave., Suite 201 Helena, Montana 59601 406.449.2013phone www.mosaicarch.com

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AD-102

FLOOR PLAN & RCP -

BASEMENT

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 24

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MARK ROOM NAME

DOOR

TYPE WIDTH HEIGHT THICKNESS DOOR MAT'L DOOR FINISH

FRAME

TYPE FRAME MAT'L FRAME FINISH DOOR HDWR GROUP FIRE RAT'G COMMENTS

01 OFFICE HL 3' - 0" 6' - 8" 1 3/4" WD FACT F WD PAINT 01 NONE

02 OFFICE F 3' - 0" 6' - 8" 1 3/4" WD FACT F WD PAINT 01 NONE

1 1/2" = 1'-0"

FOUR WAY TEE BRACING13

1 1/2" = 1'-0"

SUSPENDED CEILING BRACING11

1 1/2" = 1'-0"

SUSPENDED GWB CEILING12

1 1/2" = 1'-0"

ACOUSTIC CEILING DETAIL8

1 1/2" = 1'-0"

SOFFIT DETAIL - MTL STUD10

1/2" = 1'-0"

SEISMIC CEILING ASSEMBLY7

3/32" = 1'-0"

FLOOR PLAN - BASEMENT - PLAN EAST2

3/32" = 1'-0"

FLOOR PLAN - BASEMENT - PLAN WEST4

3/32" = 1'-0"

RCP - PLAN EAST1

3/32" = 1'-0"

RCP - PLAN WEST3

3" = 1'-0"

INTERIOR WOOD DOOR FRAME HEAD5

3" = 1'-0"

INTERIOR WOOD DOOR JAMB6

1 1/2" = 1'-0"

ACOUSTIC PANEL DETAIL9

UP

ROOM FINISH LEGEND

CPT1: CARPET TILE - INTERFACE, STYLE 'STEP IT UP', COLOR - ASH

LVT: LUXURY VINYL TILE - INTERFACE, 22 MIL, STYLE: 'RIDGE', COLOR: AGATE

CNCR: EXISTING CONCRETE TO BE CLEANED AND CRACKS FILLED

(E): EXISTING FINISH - NO WORK

FLOOR FINISHES

1.

2.

3.

4.

5.

FLOOR AND BASE FINISH NOTES:

SEE SPECIFICATIONS FOR FINISH MANUFACTURER.

ALL FLOORING TO BE INSTALLED ON MANUFACTURERED APPROVED SUB FLOOR.

INSTALL FACTORY-PROVIDED TRANSITION STRIP OR AS DETAILED AT ALL FLOORING CHANGES.

CHANGE FLOORING WHERE INDICATED ON PLANS, CHANGE FLOOR CENTERED UNDER DOOR AT

ROOM TO ROOM CHANGES, U.N.O

AT CASEWORK, CONTINUE BASE AROUND ENDPANELS AND TOE-KICKS, U.N.O.

PAINT NOTE: MANUF. SHOWN ARE BASIS OF DESIGN ONLY. SUBSTITUTIONS ALLOWED WITH APPROVAL; SEE SPEC SECTION ON SUBSTITUTIONS. VERIFY FINAL PAINT COLORS AND LOCATIONS W/ CO PRIOR TO

INSTALLATION.

P1: PAINT - COLOR: WHITE - MAIN WALLS - COORDINATE WITH PROJECT CO

WALL FINISHES

RB1: 6" RUBBER BASE - JOHNSONITE TRADITIONAL VINYL BASE - COLOR: BY CO

WB: MATCH EXISTING - 6" WOOD BASE TRIM WITH 1" TRIM PIECE- PAINT TO MATCH EXISTING

BASE FINISHES

CPT1

1.

2.

3.

4.

5.

PL1: PLASTIC LAMINATE 1 - WILSONART PREMIUM LAMINATE - COLOR: HARVEST MAPLE

PL2: PLASTIC LAMINATE 2 - WILSONART PREMIUM LAMINATE - COLOR: CANYON ZEPHYR

COUNTERTOP AND CASEWORK FINISHES NOTES:

SEE SPECIFICATION FOR MANUFACTURER.

PLASTIC LAMINATE COUNTERTOPS TO HAVE LAMINATE EDGES, U.N.O. NOTED IN DETAILS.

PROVIDE FINISHED END PANELS WHERE EXPOSED TO VIEW, PROVIDE SCRIBE STRIP AT ALL WALL ABUTMENTS.

WHERE NOTED ON ELEVATIONS, PROVIDE 4" BACKSPLASH W/ SQUARE EDGES, MATCH ADJ. COUNTERTOP

MATERIAL.

FOR BIDDING PURPOSES ASSUME EACH DRAWER AND/OR DOOR HAS A PULL, EVEN IF NOT SHOWN IN

ELEVATIONS

COUNTERTOPS, CASEWORK SURFACES, TRIM

1.

2.

3.

4.

WALL FINISHES NOTES:

SEE INTERIOR ELEVATIONS AND/OR DETAILS FOR INTERIOR WINDOWS, SPECIAL WALL

FINISHES, TRIM, ETC.

FINISH SCHEDULE APPLIES TO GENERAL AREA: THERE MAYBE SPECIFIC FINISH

REQUIREMENTS SHOWN ON DETAILS, DRAWINGS OR SPECIFICATIONS.

SEE SPECIFICATIONS FOR LEVEL(S) OF FINISH AT GWB SURFACES.

ALL WALLS/CEILINGS P1 UNLESS OTHERWISE NOTED ON PLANS &/OR ELEVATIONS.

CEILING FINISHES

CNCR

SEE RCP

(E)LVT

1.

2.

3.

4.

5.

6.

IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH CO.

PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.

PROVIDE EXTRUDED ALUMINUM EDGE METAL AT TERMINATION OF ALL CERAMIC TILE AREAS.

TEST ALL SUBSTRATES TO VERIFY COMPLIANCE WITH FINISH MANUFACTURER'S SPECIFICATIONS

PRIOR TO FLOORING INSTALLATION.

PATCH, REPAIR, AND/OR GRIND ALL SUBSTRATES TO ACCEPTABLE LEVEL OF

SMOOTHNESS/LEVELNESS PRIOR TO FLOORING INSTALLATION.

FLOORING CHANGES FROM ROOM TO ROOM TO OCCUR DIRECTLY UNDER THE DOOR LOCATION.

SEE FINISH SCHEDULE FOR LISTING OF MATERIALS .

FLOOR FINISH NOTES:

1.

2.

3.

4.

5.

6.

IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH CONTRACTING

OFFICER/ARCHITECT.

PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.

PROVIDE CLEAN, CONSISTENT CAULK JOINTS AT ABUTMENTS OF DISSIMILAR MATERIALS.

PROVIDE METAL EDGING AT ALL GYPSUM BOARD EDGES THAT ABUT DISSIMILAR MATERIALS.

PROVIDE BULLNOSE TILES AT ALL EXPOSED TILE EDGES.

WALL FINISH LEVEL AND TEXTURE TO MATCH EXISTING

WALL FINISH NOTES:

1.

2.

3.

IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH CO.

PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.

PROVIDE CLEAN, CONSISTENT CAULK JOINTS AT ABUTMENTS OF DISSIMILAR MATERIALS.

CEILING FINISH NOTES:

GENERAL FINISH NOTES:

1.

2.

3.

4.

ALL PAINTING, WALLCOVERING & GYPSUM WALLBOARD FINISHING PER SPECIFICATIONS

AND DECORATING CONTRACTORS OF AMERICA.

PROVIDE SAMPLES OF SPECIFIED FINISHES TO ARCHITECT/CONTRACTING OFFICER FOR

APPROVAL PRIOR TO APPLICATION

PROVIDE TO CONTRACTING OFFICER APPROXIMATELY 5% OF ADDITIONAL FINISH

MATERIAL FOR FUTURE REPAIR AND MAINTENANCE. (I.E. - PAINT, VINYL FLOORING,

RUBBER BASE, ETC.)

WALL FINISH LEVEL AND TEXTURE TO MATCH EXISTING

EXISTING CARPET NEW CARPET

SQUARE CAP METAL TRIM

KKGG

JJ

FFDD

II

EECCBBAA

HH

KITCHEN

OFFICE

NO WORK BEING DONE IN THIS ZONE

OFFICE

OFFICE

IT

STORAGE

TRAINING

AD-701

PL2

HERITAGE STORAGE

AD-701

1' - 8" 2'

- 1 0"

3/4" PLAM 1

1' - 11 1/8"

WHITE MELAMINE INTERIOR

COUNTERTOP & BACKSPLASH - PLAM 2

PROVIDE BLOCKING WHERE REQUIRED TYP.

2'

- 1

0"

BACKING IN WALL

2' - 0" 1/2"

VERIFY PER LAV. SPEC

1' - 9"

PLAM 2

PLAM 1

3 1 /2"

2' - 0 1/2"

4" BACKSPLASH - PLAM 2

2' - 0" 1"

WHITE MELAMINE INTERIOR

4" 2'

- 6

1/4" D MORTIS, 1"

VERTICAL SPACING

WIRE PULL

COUNTERTOP & BACKSPLASH - PLAM 2

1/4

3"

WHITE MELAMINE INTERIOR

PROVIDE BLOCKING WHERE REQUIRED TYP.

EXISTING CONCRETE

NEW CARPET

TARKETT CTA-XX-P

3' - 1" 3' - 1" 3' - 1" 3' - 1 5/8"

OPEN BELOW OPEN BELOW OPEN BELOW

3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 0" 3' - 0"

OPEN BELOW

2X4 WOOD FRAMED WALL-

WRAP WITH 5/8" GYP AND

PAINT TO MATCH WALL

PLAM 2

PLAM 1

DATE:

SHEET:

317 N. Cruse Ave., Suite 201 Helena, Montana 59601 406.449.2013phone www.mosaicarch.com

D

AT

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ST

AM

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

7/

/2

2:

:3

PM

05.19.2026

AD-701

FINISH PLAN &

SCHEDULE-

BASEMENT

26 FORT MISSOULA RD, MISSOULA,

MT

BUILDING 24

REMODEL

0%

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

ROOM FINISH SCHEDULE

NO. ROOM NAME AREA FLOOR FINISH BASE FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL COMMENTS 10 HERITAGE STORAGE 221 SF (E) WD (e) P1 P1 P1 P1 REUSE EXISTING WALL BASE WHERE POSSIBLE 11 IT 268 SF CNCR WD (e) P1 P1 P1 P1 REUSE EXISTING WALL BASE WHERE POSSIBLE

12 TRAINING 215 SF CPT1 WD P1 P1 P1 P1

13 OFFICE 1209 SF CPT1 WD (e) P1 P1 P1 P1 REUSE EXISTING WALL BASE WHERE POSSIBLE 14 OFFICE 161 SF CPT1 WD (e) P1 P1 P1 P1 REUSE EXISTING WALL BASE WHERE POSSIBLE 15 OFFICE 171 SF CPT1 WD (e) P1 P1 P1 P1 REUSE EXISTING WALL BASE WHERE POSSIBLE

16 KITCHEN 1138 SF CPT1 WD P1 P1 P1 P1

17 STORAGE 279 SF CNCR RB P1 P1 P1 P1

1/2" = 1'-0"

KITCHEN CABINETRY - AT SINK6 1" = 1'-0"

DRAWER BASE5

1" = 1'-0"

TYP. BASE4

3" = 1'-0"

CARPET TRANSITION3

1/16" = 1'-0"

BASEMENT - FINISH PLAN1

3" = 1'-0"

CARPET TO CON. TRANS.2

1/4" = 1'-0"

KITCHEN ELEVATION7

VALVES

DUCT UP (PLAN VIEW)

DUCT DOWN (PLAN VIEW)

R INCLINED RISE - IN DIRECTION OF AIRFLOW

D INCLINED DROP - IN DIRECTION OF AIRFLOW

INTERNAL DUCT LINING

ELBOW WITH TURNING VANES

RADIUS ELBOW

SUPPLY DUCT (SECTION VIEW)

RETURN DUCT (SECTION VIEW)

EXHAUST DUCT (SECTION VIEW)

OUTDOOR AIR DUCT (SECTION VIEW)

MANUAL VOLUME DAMPER

BACKDRAFT DAMPER

ZONE DAMPER

BYPASS DAMPER

MOTORIZED DAMPER

FIRE DAMPER

FIRE/SMOKE DAMPER

SMOKE DAMPER

Z B

M F

F S

S

REMOTE VOLUME DAMPER

HVAC DUCTWORK (CONT.)ANNOTATION SYMBOLS

X

X

X

X

CFM

X

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

AIR DEVICE MARK AND CFM

ME-# MECHANICAL EQUIPMENT MARK

POINT OF NEW CONNECTION

POINT OF DISCONNECTION

CFM

X AIR DEVICE MARK AND CFM -

PROVIDE OPPOSED BLADE DAMPER

OBD

CFM

X AIR DEVICE MARK AND CFM -

PROVIDE RADIAL DAMPER

RD

X

X

3D VIEW NUMBER

SHEET NUMBER

MECHANICAL LEGEND

R B

D

PIPE FITTINGS

HVAC CONTROL SYMBOLS

NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND

SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS.

ID INSIDE DIAMETER

IFB INTEGRAL FACE & BYPASS

IGV INLET GUIDE VANES

IPS IRON PIPE SIZE

IU INDUCTION UNIT

KW KILOWATTS

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE (°F)

LF LINEAR FEET

LWT LEAVING WATER TEMPERATURE (°F)

M MOTOR OPERATED

MAU MAKEUP AIR UNIT

MB MIXING BOX

MBH 1000 BTU/HR

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MS MINI-SPLIT

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NL NEW LOCATION

NO NORMALLY OPEN

NPS NOMINAL PIPE SIZE

OA OUTSIDE AIR

OAD OUTSIDE AIR DAMPER

OBD OPPOSED BLADE DAMPER

P PUMP

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PH PHASE

PHC PREHEAT COIL

PPM PART PER MILLION

PROP PROPELLER

PRV PRESSURE REDUCING VALVE

PSIA PSI, ABSOLUTE

PSIG PSI, GAUGE

QTY QUANTITY

R REGISTER

RA RETURN AIR

RD RADIAL DAMPER

RF RETURN/RELIEF AIR FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SC SENSIBLE COOLER

SCFM CFM, STANDARD CONDITIONS

SD SMOKE DETECTOR

SEER SEASONAL ENERGY EFFICIENCY RATIO

SENS SENSIBLE

SP STATIC PRESSURE

SPS STATIC PRESSURE SENSOR

SS STAINLESS STEEL

T THERMOSTAT

TA TRANSFER AIR

TCC TEMPERATURE CONTROL CONTRACTOR

TCP TEMPERATURE CONTROL PANEL

TG TRANSFER GRILL

TOS TOP OF STEEL

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UH UNIT HEATER

UNC UNDERCUT

UV UNIT VENTILATOR

VA VOLT-AMPERE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

WB WET BULB TEMPERATURE (°F)

WC WATER COLUMN

WG WATER GAUGE

WSHP WATER SOURCE HEAT PUMP

ΔT TEMPERATURE DIFFERENCE (°F)

ACC AIR COOLED CONDENSER

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

ADJ ADJUSTABLE

AF AIR FOIL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFR ABOVE FINISHED ROOF

AFS AIR FLOW STATION

AHU AIR HANDLING UNIT

AP ACCESS PANEL

ATC AUTOMATIC TEMPERATURE CONTROL

ATM ATMOSPHERE

AWG AMERICAN WIRE GAUGE

B BOILER

BB BASEBOARD

BC BACKWARD CURVED

BD BACKDRAFT DAMPER

BF BOILER FEED

BHP BRAKE HORSEPOWER

BI BACKWARD INCLINED

BMS BUILDING MANAGEMENT SYSTEM

BOD BOTTOM OF DUCT

BOJ BOTTOM OF JOIST

BOS BOTTOM OF STEEL

BTU BRITISH THERMAL UNIT

C COMMON

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCW COUNTER CLOCKWISE

CFM CUBIC FEET PER MINUTE

CH CHILLER

C&I CONTROLS & INSTRUMENTATION

CLG CEILING

CMU CONCRETE MASONRY UNIT

CND CONDENSATE

CONT CONTINUATION

CORR CORRIDOR

CT COOLING TOWER

CU CONDENSING UNIT

CH CABINET HEATER

CV CONTROL VALVE

CVS CONTROL VALVE STATION

CW CLOCKWISE

dB DECIBEL

DB DRY BULB TEMPERATURE (°F)

DDC DIRECT DIGITAL CONTROL

DH DUCT HEATER

DP DEW POINT TEMPERATURE (°F)

DX DIRECT EXPANSION

E EXHAUST

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE (°F)

EC ELECTRICAL CONTRACTOR

EDR EQUIVALENT DIRECT RADIATION

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

ELEV ELEVATION

ERV ENERGY RECOVERY VENTILATOR

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE (°F)

F&T FLOAT & THERMOSTATIC

FA FACE AREA

FC FORWARD CURVED

FC FAN COIL

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FEET

GA GAUGE OR GAGE

GC GENERAL CONTRACTOR

GEN GENERATOR

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

H HUMIDIFIER

HC HEATING COIL

HG MERCURY

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HR HOUR

HX HEAT EXCHANGER

ABBREVIATIONS

(E) ME-# EXISTING MECHANICAL EQUIPMENT

(D) ME-# DEMOLISHED MECHANICAL EQUIPMENT

PIPING SPECIALTIES

AUTOMATIC AIR VENT

MANUAL AIR VENT

PRESSURE / TEMPERATURE PORT

TEMPERATURE SENSOR

PRESSURE SENSOR

PIPE WELL - EMPTY

FLOW SWITCH

PRESSURE SWITCH

PRESSURE GAUGE, SNUBBER & NEEDLE VALVE

TEMPERATURE GAUGE

FLEXIBLE CONNECTOR

THERMAL/SEISMIC EXPANSION LOOP

FLOW METER

UNION OR FLANGE

ISOLATION VALVE

MANUAL BALANCING VALVE

3-WAY TEMPERATURE CONTROL VALVE

AUTOMATIC BALANCING VALVE

HOSE-END DRAIN W/ CAP

STRAINER

2-WAY TEMPERATURE CONTROL VALVE

SOLENOID VALVE

TEMPERATURE AND/OR PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

BACKFLOW PREVENTER

CHECK VALVE

STEAM TRAP

GAS PRESSURE REGULATOR

BOILER DRAIN W/ CAP

VENTURI VALVE

MANUAL 3-WAY VALVE

BOTTOM CONNECTION, TEE FITTING DOWN

CAPPED OUTLET OR BLIND FLANGE

CHANGE IN ELEVATION OF PIPE

ELBOW

PIPE BREAK

PIPE UP

PIPE DOWN

SIDE CONNECTION, TEE FITTING

TOP CONNECTION, TEE FITTING UP

CONCENTRIC REDUCER

ANCHOR

PIPE GUIDES

RECTANGULAR DUCT

WIDTH x DEPTH

W"xD"

ROUND DUCT

DIAMETER

X"ø

X"ø

FLEXIBLE DUCT

DIAMETER

W"/D"

OVAL DUCT

WIDTH/DEPTH

FLOOR/CEILING SUPPLY DIFFUSER

FLOOR/CEILING RETURN GRILLE

FLOOR/CEILING EXHAUST GRILLE

SIDEWALL SUPPLY DIFFUSER

SIDEWALL RETURN/EXHAUST GRILLE

HVAC DUCTWORK

CND STEAM CONDENSATE RETURN

LPS

MPS

HPS

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

HWR

HWS

HEATING WATER RETURN

HEATING WATER SUPPLY

REFRIGERANT (LIQUID AND SUCTION)REF

HPWR

HPWS

HEAT PUMP WATER RETURN

HEAT PUMP WATER SUPPLY

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

ATV ATMOSPHERIC VENT

CTR

CTS

COOLING TOWER RETURN

COOLING TOWER SUPPLY

HVAC PIPING

(E) NAME

(D) NAME

DIRECTION OF FLOW

EXISTING PIPE TO BE DEMOLISHED

EXISTING PIPE TO REMAIN

NAME NEW PIPING

GENERAL

ADJUSTABLE THERMOSTAT

CARBON MONOXIDE / NITRIC OXIDE SENSORCO/NO

STATIC PRESSURE SENSORSP

DIFFERENTIAL PRESSURE SENSORDP

BUILDING PRESSURE SENSORP

ADJUSTABLE HUMIDISTATH

ADJUSTABLE THERMOSTAT W/ LOCKABLE COVERT

ADJUSTABLE THERMOSTAT W/ EQUIPMENT MARK T

ADJUSTABLE CO2 SENSOR

HUMIDITY SENSOR

CO2 SENSOR

$ WALL SWITCH

TEMPERATURE SENSOR

T

H

C

C

T

INSTALLATION:

A. NEW PIPING, DUCTWORK AND EQUIPMENT TO BE INSTALLED IN

ACCORDANCE WITH THE CURRENTLY ADOPTED INTERNATIONAL

MECHANICAL AND INTERNATIONAL BUILDING CODES.

B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN

LOCATIONS INDICATED ON PLAN. OBSERVE MANUFACTURER'S

INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO

ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION.

C. INSTALL EQUIPMENT, DUCTWORK, AND PIPING SO AS TO MAINTAIN CODE

REQUIRED CLEARANCES FOR ELECTRICAL AND TELECOMMUNICATION

EQUIPMENT.

D. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES,

WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT.

COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO

THE SATISFACTION OF THE ARCHITECT OR ENGINEER.

E. EQUIPMENT MANUFACTURED AFTER 1/1/2023 SHALL MEET MINIMUM SEER2

RATINGS.

COORDINATION:

A. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO

FIELD COORDINATE THE LOCATION OF EQUIPMENT, ROUTING OF

DUCTWORK, AND ROUTING OF PIPING WITH OTHER TRADES.

B. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO

REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE THE

NECESSARY LABOR AND MATERIALS REQUIRED FOR A COMPLETE

INSTALLATION.

C. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS

WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, THE ELECTRICAL

LIGHTING PLANS, AND IF RELEVANT, THE TELECOMMUNICATION AND FIRE

SPRINKLER PLANS.

ELECTRICAL COORDINATION:

A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION.

COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL

DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES,

CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR

INSTALLED BY THE APPROPRIATE TRADE.

FREEZE PROTECTION:

A. THE MECHANICAL CONTRACTOR SHALL FILL THE HYDRONIC SYSTEMS WITH

THE FOLLOWING SOLUTION:

a. HEATING HOT WATER SYSTEM: 0% PROPYLENE GLYCOL & 100%

DISTILLED WATER - GLYCOL SHALL INCLUDE CORROSION INHIBITORS.

B. SEE SPECIFICATIONS FOR ADDITIONAL CHEMICAL TREATMENT

REQUIREMENTS.

SITE ELEVATION:

A. EQUIPMENT SHALL BE…