C . O . P .

Montana State UniversityP.O. Box 172760Bozeman, MT 59717-2760Contact: Loras O'ToolePhone: (406) 994-7092

PROJECT TEAMOWNER

ARCHITECT

MECHANICAL

ELECTRICALArchitecture118115 East Oak StreetBozeman, MT 59715Contact: Scott StrohPhone: (406) 404-1777

Consulting Design Solutions, Inc.7540 Churchill RoadManhattan, MT 59741Contact: Curtis SmithPhone: (406) 282-7082

Consulting Design Solutions, Inc.7540 Churchill RoadManhattan, MT 59741Contact: Scott EldersPhone: (406) 282-7082

VICINITY MAP - MSU CAMPUS

PROJECTSITE

S11T

HA

VE

W.COLLEGE

PPA NO. 19-0077 ISSUED FOR BID - 15 MAY 2020

A0 COVER / GENERAL INFORMATION

DRAWING INDEX

GENERAL

ARCHITECTURALA1 PLANS, DETAILSA2 PLANS, DETAILSA3 SCHEDULES, DETAILS

ELECTRICALED1.1 BASEMENT PLAN - POWER DEMOLITIONE1.1 BASEMENT PLAN - POWER REMODELE2.1 BASEMENT PLAN - LIGHTING DEMOLITION AND REMODELE3.1 PANEL SCHEDULESE4.1 LEGENDS, SCHEDULES, DETAILS

MECHANICALMD1.1 BASEMENT PLAN - PLUMBING DEMOLITIONMD2.1 BASEMENT PLAN - HVAC DEMOLITIONM1.1 BASEMENT PLAN - PLUMBINGM2.1 BASEMENT PLAN - HVACM3.1 LEGENDS, SCHEDULES, DETAILS

GENERAL PROJECT NOTESA. ALL CONSTRUCTION AND CONSTRUCTION METHODS TO BE IN ACCORDANCE WITH APPLICABLE CODES, GOVERNMENTAL AGENCIES, AND LOCAL DESIGN

CRITERIA, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1. INTERNATIONAL BUILDING CODE, 2012 EDITION2. UNIFORM PLUMBING CODE, 2012 EDITION3. INTERNATIONAL MECHANICAL CODE, 2012 EDITION4. INTERNATIONAL FUEL GAS CODE, 2012 EDITION5. NATIONAL ELECTRICAL CODE, 2014 EDITION

B. ANY AMBIGUITIES OR DISCREPANCIES DISCOVERED BY THE USE OF THESE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.C. CHANGES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT ARE UNAUTHORIZED. COORDINATENECESSARY MODIFICATIONS WITH THE ARCHITECT PRIOR TO CONSTRUCTION.D. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ENSURE THE HEALTH ANDSAFETY OF THEIR EMPLOYEES, SUBCONTRACTORS, BUILDING OCCUPANTS, PEDESTRIANS NEAR THE CONSTRUCTION SITE AND ACCESS ROUTES, AND ALL OTHERPERSONS IN AREAS AFFECTED BY THE CONTRACTOR’S CONSTRUCTION ACTIVITIES. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.E. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF ALL REQUIRED INSPECTIONS DURING THE COURSE OF THE CONSTRUCTIONPROJECT. PARTIES REQUIRED TO ATTEND SHOULD BE GIVEN A MINIMUM OF TWO WORKING DAYS NOTICE.F. THE DIMENSIONS GIVEN ON THESE PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF CONCRETE, FACE OF MASONRY, FACE OF STUD FRAMING, ANDCOLUMN CENTERS, UNLESS NOTED OTHERWISE. THE DIMENSIONS GIVEN ON THESE PLANS FOR NEW DOOR AND WINDOW UNITS ARE TO THE EDGE OF ROUGHOPENING, UNLESS NOTED OTHERWISE. DIMENSIONS TAKEN FROM EXISTING CONSTRUCTION ARE FROM THE FACE OF THE EXISTING CONSTRUCTION, UNLESSNOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND PLAN DIMENSIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFYARCHITECT OF ANY DISCREPANCIES.G. SHOULD THE CONTRACTOR ENCOUNTER ANY EXISTING BUILDING MATERIALS SUSPECTED OF BEING HAZARDOUS, HE SHALL CEASE WORK IN THE AREA ANDNOTIFY THE OWNER AND ARCHITECT IMMEDIATELY.

MSU CHEMISTRYBUILDING

BUILDING ENTRANCE

A. THE CONTRACTOR SHALL MINIMIZE INTERFERENCE WITH ADJOINING STREETS, SIDEWALKS, PARKING AREAS, AND OTHER ADJACENT OCCUPIED ORUSED FACILITIES DURING CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT BLOCK STREETS, SIDEWALKS, OR ACCESS TO DUMPSTERLOCATIONS AT ANY TIME.

B. THE CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS AND LANDSCAPING FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. THECONTRACTOR SHALL RESTORE EXISTING SITE IMPROVEMENTS AND LANDSCAPING DAMAGED BY CONSTRUCTION OPERATIONS AS DIRECTED BY THEARCHITECT PRIOR TO SUBSTANTIAL COMPLETION.

C. THE CONTRACTOR SHALL PROTECT EXISTING BUILDINGS FROM DAMAGE, CONTAMINATION, AND SOILING CAUSED BY CONSTRUCTION OPERATIONS.THE CONTRACTOR SHALL KEEP BUILDING ENTRANCES, CORRIDORS, AND STAIRWELLS CLEAR OF CONSTRUCTION MATERIALS, TOOLS, AND EQUIPMENTAT ALL TIMES. THE CONTRACTOR SHALL RESTORE EXISTING BUILDINGS DAMAGED BY CONSTRUCTION OPERATIONS AS DIRECTED BY THE ARCHITECTPRIOR TO SUBSTANTIAL COMPLETION.

D. ALL CONTRACTOR VEHICLES PARKED ON CAMPUS, INCLUDING VEHICLES OWNED BY EMPLOYEES OF THE CONTRACTOR, SHALL BE PARKED IN ADESIGNATED PARKING AREA ONLY. DELIVERY VEHICLES SERVING THE PROJECT MUST BE MOVED TO A DESIGNATED PARKING AREA OR REMOVEDFROM CAMPUS IMMEDIATELY AFTER LOADING / UNLOADING. ALL VEHICLES PARKED IN DESIGNATED PARKING AREAS MUST HAVE A VALID MSU PARKINGPERMIT. (PERMITS CAN BE PURCHASED FROM THE UNIVERSITY POLICE (994-2121). VIOLATORS OF MSU VEHICLE REGULATIONS MAY BE TICKETED /TOWED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

E. CONSTRUCTION STAGING AREA: ON-SITE CONSTRUCTION STAGING FOR THIS PROJECT WILL BE EXTREMELY LIMITED. SHOULD THE CONTRACTORREQUIRE ON-SITE CONSTRUCTION STAGING, AN AREA FOR THIS PURPOSE MAY BE PROVIDED. THE STAGING AREA IS INTENDED FOR THE STORAGE OFMATERIALS AND EQUIPMENT ONLY. UNLESS DIRECTED OTHERWISE, THE CONTRACTOR WILL BE REQUIRED TO FENCE THE STAGING AREA TO PREVENTACCESS FROM UNAUTHORIZED PERSONNEL. THE CONTRACTOR SHALL RESTORE AREAS USED FOR CONSTRUCTION STAGING THAT ARE DAMAGEDDURING THE COURSE OF CONSTRUCTION OPERATIONS AS DIRECTED BY THE ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION.

F. THE CONTRACTOR SHALL ACCESS THE SITE FROM SOUTH ELEVENTH AVENUE.

SITE ACCESS / STAGING

ROUTE

LIMITS OF WORK

BASEMENT FLOOR KEY PLANREV. DESCRIPTION DATE

REVIEWED BY:

DRAWN BY:

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

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PPA#19-0077

19' - 4"

21' - 4"

9 1/2"9 1/2"

31

'-7

1/8

"

29

'-5

"1

'-4

1/2

"

9 1/2"

1'-

41/2

"

95

/8"

14' - 6 1/2" 4' - 9" 10"

8'-

11

1/2

"

3'-

0"

2' - 0"

LAB

024

Room

025

NOTE: REMOVE EXISTING LOOSESTEEL COVERS, TYPICAL ATTHREE FLOOR TRENCHES.

NOTE: EXISTING ALUMINUMPARTITION / GLAZING SYSTEMWILL BE REMOVED COMPLETELYBY OWNER PRIOR TO THE STARTOF CONSTRUCTION

EXISTING CONSTRUCTIONTO REMAIN, TYPICALWHERE SHOWN THUS

SAW-CUT EXISTINGCONCRETE SLAB ASREQUIRED FOR NEW EMICABLING. CONFIRM THECUT LOCATIONS WITH THEOWNER / SUPPLIER PRIORTO COMMENCING THEWORK.

4

A1

4' - 10"

11'-3" +/-

10

'-3

1/8

"+

/-2

1'-

4"

21' - 4"

S.2

S.2

NOTE: INFILL EXISTING FLOOR TRENCHES WITHCONCRETE / GROUT - TYPICAL, THREE LOCATIONS.MAKE FLUSH WITH EXISTING CONCRETE FLOOR SLAB.

14' - 3 1/2"

MICROSCOPE

024B

EQUIPMENT

024A

LAB

024

D024-2

D024-1

NOTE: CENTER NEWPARTITION UNDER CONCRETEJOIST ABOVE - REFER TOREFLECTED CEILING PLAN

S.2

5'-

0"

.5'-0

".

NOTE: CENTER NEWPARTITION UNDER CONCRETEJOIST ABOVE - REFER TOREFLECTED CEILING PLAN

PROVIDE AND INSTALL NEWGYPSUM BOARD WALLSURFACE OVER EXISTINGWALL - FROM FLOOR TOOVERHEAD STRUCTURE

ACTIVE

PASSIVE

ACTIVE

PASSIVE

CONDUIT SLEEVE@ 120" AFF

CONDUIT SLEEVE@ 24" AFF

C LC L

A16

A16 SIM

GROUND0' - 0"

FIRST14' - 0"

A15

EXISTING CONCRETE FLOORSTRUCTURE TO REMAIN

EXISTING FRAMEDPARTITIONS TO REMAIN

EXISTING CONCRETEFLOOR SLAB TO REMAIN

NEW FRAMED PARTITION

MICROSCOPE

024B LAB

024

NOTE: SCRIBE NEW EAST-WEST PARTITIONASSEMBLY TO CONCRETE STRUCTURE ABOVEAND SEAL (MATCH EXISTING CONSTRUCTION)

FUR OUT EXISTING WALLAND PROVIDE NEW FINISH

A17

ONE LAYER "QUIETROCK EZ-SNAP"(5/8", TYPE X) EACH SIDE OF WALL

3-5/8" X 1-5/8" (20 GAUGE STRUCTURAL)STEEL STUD FRAMING @ 24" OC MAX

INTERIOR PARTITION - S.2NOTE: OFFSET OUTLETS / THROUGHPENETRATIONS IN STUD CAVITIVES.

ACOUSTICAL FIRE BATT INSULATION(ROCKWOOL AFB, 3")

SLIP-TYPE TOP TRACK - CONTINUOUS,SECURE TO CONCRETE STRUCTURE

EXISTING CONCRETE FLOORSTRUCTURE TO REMAIN

ACOUSTICAL SEALANT - CONTINUOUS,BOTH SIDES OF WALL

SILL SEALER (CLOSED-CELL FOAMTYPE)

PROVIDE "L-BEAD" TRIM - BOTH SIDESOF WALL

ACOUSTICAL SEALANT - CONTINUOUS,BOTH SIDES OF WALL

SILL SEALER (CLOSED-CELL FOAMTYPE)

EXISTING CONCRETE FLOORSTRUCTURE TO REMAIN

BOTTOM TRACK - CONTINUOUS,SECURE TO CONCRETE STRUCTURE

PROVIDE "L-BEAD" TRIM - BOTH SIDESOF WALL

EXISTING WALL

NOTE: REFER TO 5/A1 FORDESCRIPTION OF PARTITIONASSEMBLY

INTERIOR PARTITION - S.2NOTE: OFFSET OUTLETS / THROUGHPENETRATIONS IN STUD CAVITIVES.

ACOUSTICAL SEALANT - CONTINUOUS,BOTH SIDES OF WALL

SILL SEALER (CLOSED-CELL FOAMTYPE)

PROVIDE "L-BEAD" TRIM - BOTH SIDESOF WALL

NOTE: ALIGN NEW PARTITION WITHEXISTING STUD FRAMING (IF CLOSE) -COORDINATE WITH ARCHITECT

4' - 10"

11' - 2 13/16"

10

'-3

1/8

"+

/-2

1'-

4"

21' - 4"

14' - 3 1/2"

MICROSCOPE

024B

EQUIPMENT

024A

LAB

024

CHILLER(BO)

UPS (BO)

WORK STATION(BO)

ELECTRON MICROSCOPE ANDRELATED EQUIPMENT(EQUIPMENT ANDINSTALLATION BY OWNER).CONFIRM LAYOUT OFEQUIPMENT WITH OWNERAND SUPPLIER PRIOR TO ANDDURING CONSTRUCTION.

ELECTRO-MAGNETICINTERFERENCE (EMI)CANCELLATION SYSTEM(SEE NOTE ABOVE).

ELECTRO-MAGNETIC INTERFERENCE (EMI) CANCELLATION SYSTEM NOTE:SYSTEM CABLING, EQUIPMENT, AND INSTALLATION BY OWNER. CONFIRMLAYOUT OF EQUIPMENT AND CABLING WITH OWNER AND SUPPLIER DURINGTHE COURSE OF CONSTRUCTION.

8

A1

CONDUIT SLEEVE@ 120" AFF

CONDUIT SLEEVE@ 24" AFF

ONE LAYER "QUIETROCK EZ-SNAP"(5/8", TYPE X)

RESILIENT FURRING CHANNELS @ 24"OC - SECURE TO EXISTING WALL

EXISTING WALL TO REMAIN

ACOUSTICAL SEALANT - CONTINUOUS

EXISTING CONCRETE FLOORSTRUCTURE TO REMAIN

EXISTING CONCRETE FLOORSTRUCTURE TO REMAIN

ACOUSTICAL SEALANT - CONTINUOUS

PROVIDE "L-BEAD" TRIM - CONTINUOUS

PROVIDE "L-BEAD" TRIM - CONTINUOUS

EXISTING CONCRETE FLOOR SLAB

NOTE: SAW-CUT EXISTING SLAB FOR EMICABLING (3/8"x1" NOTCH MINIMUM)

FLOOR PATCH / SEALANT

NEW FLOORING - REFER TO FINISHSCHEDULE

REV. DESCRIPTION DATE

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

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PPA#19-0077

1/4" = 1'-0"1

FLOOR PLAN - DEMOLITION1/4" = 1'-0"

2FLOOR PLAN - NEW CONSTRUCTION

1/4" = 1'-0"4

PARTIAL BUILDING SECTION1 1/2" = 1'-0"

5WALL DETAILS (SECTION)

1 1/2" = 1'-0"6

NEW WALL @ EXISTING WALL (PLAN)

1/4" = 1'-0"3

FLOOR PLAN - EQUIPMENT

GENERAL CONSTRUCTION NOTES:

A. CONTRACTOR TO CONDUCT CONSTRUCTIONOPERATIONS IN ACCORDANCE WITH ALL LOCALAND STATE LAWS AND REGULATIONS.

B. CONTRACTOR TO CLEAN, PATCH, AND REPAIRALL EXISTING SURFACES AND FINISHES TOREMAIN THAT ARE AFFECTED BY CONSTRUCTIONOPERATIONS.

GENERAL DEMOLITION NOTES:

A. CONTRACTOR TO VERIFY FIELD CONDITIONSPRIOR TO THE START OF CONSTRUCTION.CONTRACTOR TO NOTIFY ARCHITECT OFDISCREPANCIES DISCOVERED BETWEEN FIELDCONDITIONS AND THE CONSTRUCTIONDOCUMENTS. REFER TO SPECIFICATIONS FORADDITIONAL INFORMATION AND DEFINITIONSREGARDING DEMOLITION OPERATIONS.

B. CONTRACTOR TO CONDUCT DEMOLITIONOPERATIONS AND DISPOSE OF ALL REMOVEDMATERIALS IN ACCORDANCE WITH ALL LOCAL ANDSTATE LAWS AND REGULATIONS.

C. CONTRACTOR TO CLEAN, PATCH, AND REPAIRALL EXISTING SURFACES AND FINISHES TOREMAIN THAT ARE AFFECTED BY DEMOLITIONOPERATIONS.

D. REFER TO ENGINEERING DRAWINGS FORDEMOLITION REQUIREMENTS PERTAINING TOMECHANICAL, PLUMBING, ELECTRICAL, ANDLIGHTING SYSTEMS.

E. IT IS NOT ANTICIPATED THAT ASBESTOSCONTAINING MATERIALS WILL BE ENCOUNTEREDDURING THE COURSE OF THIS PROJECT. SHOULDTHE CONTRACTOR ENCOUNTER A MATERIALSUSPECTED OF CONTAINING ASBESTOS, CEASEDEMOLITION OPERATIONS AND NOTIFY THEOWNER AND ARCHITECT IMMEDIATELY.

F. PRIOR TO THE START OF CONSTRUCTION,THE OWNER WILL REMOVED ALL LOOSEFURNITURE, CASEWORK, AND EQUIPMENT FROMTHE WORK AREA.

1 1/2" = 1'-0"7

WALL FURRING6" = 1'-0"

8SLAB SAW-CUT

AL

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024

EQUIPMENT

024A

MICROSCOPE

024B

NOTE: CENTER NEWPARTITION UNDER CONCRETEJOIST ABOVE

NOTE: CENTER NEWPARTITION UNDER CONCRETEJOIST ABOVE

NOTE: EXISTING CONCRETESTRUCTURE ABOVE ROOM 024B TO BECLEANED, PRIMED, AND PAINTED.

NOTE: PROVIDE AND INSTALL ANARRANGEMENT OF UNISTRUT FRAMINGMEMBERS - ALIGN MEMBERS WITH LOCATIONOF MICROSCOPE CABINET BELOW

NOTE: PROVIDE CORRUGATED FIBERGLASS PANELLOCATED DIRECTLY ABOVE MICROSCOPE CABINETTO GUARD EQUIPMENT FROM OVERHEAD LEAKS(AS DRAWN, AREA IS APPROXIMATELY 4'-6" X 9'-0")

5' - 5" +/-

4'-

0"

OC

TY

P.

MICROSCOPE

024B

EQUIPMENT

024A

LAB

024

A2 3

6

5

4

PROVIDE AND INSTALL NEW FLOORING,TYPICAL WHERE SHOWN THUS - REFERTO ROOM FINISH SCHEDULE.

GROUNDING STRIPCONNECTION

GROUNDING STRIPCONNECTION

GROUND0' - 0"

FIRST14' - 0"

UNISTRUT FRAMEWORK -REFER TO REFLECTED CEILINGPLAN

EXISTING CONCRETE FLOORSTRUCTURE

RESILIENT BASE

GYPSUM BOARD WALLSURFACE - PAINT

7'-

2"

10

'-0"

MIN

.

ELECTRO-MAGNETICINTERFERENCE (EMI)CANCELLATION SYSTEM

FIBERGLASS PANEL

IP-1

IP-3

GROUND0' - 0"

FIRST14' - 0"

10

'-0"

MIN

.

UNISTRUT FRAMEWORK -REFER TO REFLECTED CEILINGPLAN

EXISTING CONCRETE FLOORSTRUCTURE

RESILIENT BASE

GYPSUM BOARD WALLSURFACE - PAINT

ELECTRO-MAGNETICINTERFERENCE (EMI)CANCELLATION SYSTEM

FIBERGLASS PANEL

IP-1

IP-3

GROUND0' - 0"

FIRST14' - 0"

UNISTRUT FRAMEWORK -REFER TO REFLECTED CEILINGPLAN

EXISTING CONCRETE FLOORSTRUCTURE

RESILIENT BASE

GYPSUM BOARD WALLSURFACE - PAINT

10

'-0"

MIN

.

ELECTRO-MAGNETICINTERFERENCE (EMI)CANCELLATION SYSTEM

FIBERGLASS PANEL

IP-1

IP-3

GROUND0' - 0"

FIRST14' - 0"

UNISTRUT FRAMEWORK -REFER TO REFLECTED CEILINGPLAN

EXISTING CONCRETE FLOORSTRUCTURE

RESILIENT BASE

GYPSUM BOARD WALLSURFACE - PAINT

10

'-0"

MIN

.

ELECTRO-MAGNETICINTERFERENCE (EMI)CANCELLATION SYSTEM

FIBERGLASS PANEL

IP-1

IP-3

REV. DESCRIPTION DATE

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A118#19-039

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

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PPA#19-0077

1/4" = 1'-0"1

REFLECTED CEILING PLAN - NEWCONSTRUCTION

GENERAL NOTES, REFLECTED CEILING PLAN:

A. REFER TO ENGINEERING DRAWINGS FORINFORMATION PERTAINING TO MECHANICAL,PLUMBING, ELECTRICAL, AND LIGHTING SYSTEMS.

B. IN ROOM 024B, ALL OVERHEAD MECHANICALDUCTWORK, PIPING, AND ELECTRICAL CONDUITSTO BE CLEANED.

1/4" = 1'-0"2

FLOOR PLAN - ROOM FINISH

1/4" = 1'-0"3

INTERIOR ELEVATION1/4" = 1'-0"

4INTERIOR ELEVATION

1/4" = 1'-0"5

INTERIOR ELEVATION1/4" = 1'-0"

6INTERIOR ELEVATION

GENERAL NOTES, ROOM FINISH PLAN:

A. REFER TO REFLECTED CEILING PLAN FORREQUIREMENTS PERTAINING TO OVERHEAD PAINTWORK.

B. NEW FLOORING IN ROOM 024B IS STATICDISSIPATIVE TYPE FLOORING. COORDINATE THEINSTALLATION AND CONNECTION OF GROUNDINGSTRIPS WITH ELECTRICAL.

PPA # : 19-0077

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DATE(IFB)15 MAY 20

SHEET TITLE

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

A118 # : 19-039

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SCOTT B. STROH# 1988

JUNE 30, 2020

architecture one eighteen115 east oak street bozeman mt 59715

HINGES, PIVOTS1 = STANDARD-WEIGHT, BALL BEARING (BOD PRODUCT: HAGER COMPANIES; BB 1191)

MECH. LOCKS, LATCHES1 = GRADE 1 CYLINDRICAL LEVERS (BOD PRODUCT: BEST 9K SERIES WITH 15D TRIM)

AUXILIARY LOCKSNONE

ELECTRONIC HARDWARENONE

BOLTS1 = FLUSH-MOUNT, TOP ONLY (BOD PRODUCT: IVES 262)

EXIT DEVICESNONE

OPERATING TRIMNONE

ACCESSORIES FOR PAIRS1 = ASTRAGAL, PASSIVE LEAF (BOD PRODUCT: NGP 139A; ALUMINUM, ANODIZED)2 = ASTRAGAL, PASSIVE LEAF (BOD PRODUCT: NGP 109A; ALUMINUM, ANODIZED)

CLOSERSNONE

STOPS, HOLDERSNONE

GASKETING, SEALS1 = BOD PRODUCT: NGP 5025CL (HEAD AND JAMBS, CLEAR);

BOD PRODUCT: NGP 5070CL (MEETING STILES, CLEAR)

BOTTOMS, SWEEPS1 = BOD PRODUCT: NGP 420NA (ALUMINUM, ANODIZED)

THRESHOLDS1 = BOD PRODUCT: NGP 512 (ALUMINUM, MILL FINISH)

PROTECTIVE TRIMNONE

AUXILIARY HARDWARENONE

HARDWARE DESCRIPTIONS

2" D. WIDTH 2"

DOOR

HEI

GHT

2"

DOOR

HEI

GHT

2"

2" DOOR WIDTH 2"

A1 B1

HOLLOW METAL FRAMES, TYPICAL -REFER TO SCHEDULE / SPECIFICATIONS

ROOM SIGNAGE (WHERE SCHEDULED)

MULLION (WHERE SCHEDULED)

DOOR

HEI

GHT

D. WIDTH DOOR WIDTH

DOOR

HEI

GHT

A1 B1

FLUSH DOORS, TYPICAL - REFER TOSCHEDULE / SPECIFICATIONS

DETAILS REMARKS

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D024-1 6-0 7-0 1-3/4" PR WD FF-S B1 STL IP-2 4-7/8" B1 HM1 1 1 - - 1 - - 1 - - 1 - - - - 3 3 N - - - 4A/A3 DOOR, FRAME, AND HARDWARE IS PART OF ALTERNATE 1D024-2 6-0 7-0 1-3/4" PR WD FF-S B1 STL IP-2 4-7/8" B1 HM1 1 1 - - 1 - - 2 - - 1 1 1 - - 3 3 N - - - 4B/A3 ….

SCHEDULE ABBREVIATIONS HARDWARE FINISH HARDWARE FUNCTION GLAZING

ALUM = ALUMINUM 1 = US10B / 613 OIL RUBBED BRONZE 1 = PASSAGE LATCH, ANSI F75 1 = LOW-E INSULATING, DOOR MFR'S. STD.ANOD = ANODIZED 2 = US15 / 619 SATIN NICKEL 2 = PRIVACY LOCK, ANSI F76 2 = SINGLE GLAZING, DOOR MFR'S. STD.

BOD = BASIS OF DESIGN 3 = US26D / 626 SATIN CHROME 3 = ENTRANCE / OFFICE LOCK, ANSI F82 3 = D-H-60, 100 SQUARE INCHES MAX.EP = EXTERIOR PAINT 4 = US32D / 630 SATIN STAINLESS STEEL 4 = ENTRANCE LOCK, ANSI F109

ETR = EXISTING TO REMAIN 5 = CLASSROOM LOCK, ANSI F84FF-P = FACTORY FINISHED PAINT 6 = STOREROOM LOCK, ANSI F86FF-S = FACTORY FINISHED STAIN 7 = EXIT LOCK, ANSI F89

HM = HOLLOW METAL GENERAL NOTESIP = INTERIOR PAINT

LAM = LAMINATE 1 = REFER TO TECHNICAL SPECIFICATIONS FOR DETAILED INFORMATION REGARDING FRAMES, DOORS, AND HARDWARE.LH = LEFT HAND 2 = ALL DOOR INSTALLATIONS SHALL MEET REQUIREMENTS OF APPLICABLE CODES.

LHR = LEFT HAND REVERSE 3 = ALL GLAZING INSTALLED IN OR ADJACENT TO DOORS SHALL MEET REQUIREMENTS OF APPLICABLE CODES.OH = OVERHEAD 4 = AT A MINIMUM, PROVIDE DOOR SILENCERS AT HOLLOW METAL FRAMES. WHERE SCHEDULED OR DETAILED, PROVIDE GASKETING OR SEALS IN LIEU OF SILENCERS.PR = PAIR 5 = COORDINATE ALL CYLINDER, CORE, KEYING, AND AUTOMATED ACCESS REQUIREMENTS WITH OWNER.RH = RIGHT HAND 6 = AT FIRE AND/OR SMOKE RATED DOORS, PROVIDE GASKETING, SEALS, BOTTOMS, SWEEPS, THRESHOLDS, AND ASTRAGALS AS SCHEDULED, AS DETAILED, OR AS REQUIRED BY CODE.

RHR = RIGHT HAND REVERSE 7 = ALL EXTERIOR HOLLOW METAL DOORS TO BE INSULATED. ALL OVERHEAD DOORS TO BE INSULATED.STL = STEEL 8 = MULLION MATERIAL AND FINISH TO MATCH FRAME MATERIAL AND FINISH, UNLESS NOTED OTHERWISE.WD = WOOD - SOLID OR SOLID CORE 9 = CONTRACTOR TO VERIFY ALL WALL THICKNESSES PRIOR TO ORDERING FRAMES.

DOOR, FRAME, AND HARDWARE SCHEDULEDOOR FRAME MISCELLANEOUSHARDWARE ROOM BASE REMARKS

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024 ETR - RB-1 GB, IP-1 1 2 - - NONE - - - - - - 1024A ETR - RB-1 GB, IP-1 1 2 - - NONE - - - - - - 1024B SVT-1 - RB-1 GB, IP-1 1 2 - - IP-3 - 1 - - - - 1 OVERHEAD CONCRETE STRUCTURE TO BE PAINTED

SCHEDULE ABBREVIATIONS FIXTURES AND ACCESSORIES

APC = ACOUSTICAL PANEL CEILING 1 = PLUMBING FIXTURES: WHITE PORCELAINC = CONCRETE 2 = FAUCETS AND VALVES: CHROME

CT = CERAMIC TILING 3 = TOILET ROOM ACCESSORIES: SATIN STAINLESS NO. 4EB = EDGEBANDING

ETR = EXISTING TO REMAIN GENERAL FINISH NOTESFRP = FIBERGLASS REINFORCED PLASTIC

GB = GYPSUM BOARD 1 = ALL FINISH ASSEMBLIES SHALL MEET REQUIREMENTS OF APPLICABLE CODES.IP = INTERIOR PAINT 2 = CENTER ALL FLOORING TRANSITIONS BELOW DOORS, UNLESS INDICATED OTHERWISE.PL = PLASTIC LAMINATE 3 = ALL EXPOSED DUCTWORK, PIPING, AND CONDUIT TO BE PAINTED, UNLESS NOTED OTHERWISE.RB = RESILIENT BASE 4 = PROVIDE CEMENTITIOUS OR GYPSUM TILE BACKER PANELS BEHIND TILE WALL FINISHES.

RFT = RUBBER FLOOR TILE 5 =RSF = RUBBER SHEET FLOORINGRMA = RESILIENT MOLDING ACCESSORY 6 =RSA = RESILIENT STAIR ACCESSORY

SC = SHEET CARPETING 7 =SVT = SOLID VINYL FLOOR TILETC = TILE CARPETING

VCT = VINYL COMPOSITION FLOOR TILEVSF = VINYL SHEET FLOORINGWD = WOOD

SCHEDULE LEGEND

TEXTURES1 = SMOOTH, LEVEL 42 = ORANGE PEEL3 = KNOCK DOWN

SHEENS1 = FLAT2 = SATIN3 = SEMIGLOSS

SHELVINGNONE

CABINETSNONE

COUNTERTOPSNONE

DEVICES AND COVERS1 = GRAY DEVICES / STAINLESS COVERS

INTERIOR GYPSUM BOARD PANELS INSTALLED ON CEILING SURFACES SHALL MATCH TYPE INSTALLED ON WALL SURFACES WITHIN THE SAME SPACE, UNLESS NOTED OTHERWISE.

FLOORS WALLS CEILINGSROOM FINISH SCHEDULE

MISC.

FINAL MANUFACTURER, PRODUCT, STYLE, AND COLOR SELECTIONS WILL BE DETERMINED / CONFIRMED DURING THE SUBMITTAL PROCESS.REFER TO INDIVIDUAL DIVISION 9 SPECIFICATION SECTIONS FOR ADDITIONAL INFORMATION REGARDING FINISHES.

HOLLOW METAL FRAME - REFER TOSCHEDULE

HOLLOW METAL OR WOOD DOOR - REFERTO SCHEDULE

HOLLOW METAL FRAME - REFER TOSCHEDULE, PROVIDE APPROPRIATEANCHORS

HOLLOW METAL OR WOOD DOOR - REFERTO SCHEDULE

GASKETING OR SEALS AS SCHEDULED

GASKETING OR SEALS AS SCHEDULED

HEAD SECTION

JAMB SECTION

SILL SECTION

MULLION, ASTRAGAL,MEETING STILES

ACCESSORIES, GASKETING OR SEALS ASSCHEDULED

INTERIOR PARTITION - REFER TO 5/A1

GYPSUM BOARD - REFER TO 5/A1

INSULATION - MATCH PARTITIONINSULATION

SUBFLOOR (EXISTINGCONCRETE SLAB)

INSULATION - MATCH PARTITIONINSULATION

FINISH FLOORING - REFER TOROOM FINISH SCHEDULE BOTTOMS OR SWEEPS AS SCHEDULED

THRESHOLD AS SCHEDULED - SET INSEALANT

INTERIOR PARTITION - REFER TO 5/A1

HOLLOW METAL FRAME - REFER TOSCHEDULE

HOLLOW METAL OR WOOD DOOR - REFERTO SCHEDULE

GYPSUM BOARD - REFER TO 5/A1

HOLLOW METAL FRAME - REFER TOSCHEDULE, PROVIDE APPROPRIATEANCHORS

HOLLOW METAL OR WOOD DOOR - REFERTO SCHEDULE

GASKETING OR SEALS AS SCHEDULED

INSULATION - MATCH PARTITIONINSULATION

GASKETING OR SEALS AS SCHEDULED

HEAD SECTION

JAMB SECTION

SILL SECTION

SUBFLOOR (EXISTINGCONCRETE SLAB)

MULLION, ASTRAGAL,MEETING STILES

ACCESSORIES, GASKETING OR SEALS ASSCHEDULED

INSULATION - MATCH PARTITIONINSULATION

BASIS OF DESIGN MANUFACTURERS / PRODUCTS: RESILIENT BASE:

RB-1 = JOHNSONITE | TARKETT; RUBBER TOED (COVE) BASE; 4 INCH; COLOR – TO BE DETERMINED

STATIC-DISSIPATIVE SOLID VINYL FLOOR TILE: SVT-1 = JOHNSONITE | TARKETT; iQ GRANIT SD; COLOR – TO

BE DETERMINED

PAINT COLORS: IP-1 = SHERWIN-WILLIAMS; SW 6385 DOVER WHITE IP-2 = SHERWIN-WILLIAMS; SW 6082 COBBLE BROWN IP-3 = TO BE DETERMINED

SCALE: 1/4" = 1'-0"2 DOOR FRAME ELEVATIONS

SCALE: 1/4" = 1'-0"1 DOOR ELEVATIONS

SCALE: 3" = 1'-0"4B DOOR DETAILSSCALE: 3" = 1'-0"4A DOOR DETAILS

SCHEDULESDETAILS

A3NOT USED

NOT USED

NOT USED

NOT USED

WALL THICKNESS + 1"

1/2" 1/2"

2" 2"

HOLLOW METAL FRAME (DOUBLERABBET, WELDED) WITH LOCK-IN STEELOR WOOD STUD ANCHORS

HOLLOW METAL OR WOOD DOOR - REFERTO SCHEDULEHM1

JAMB SECTION SHOWN(HEAD SECTION SIM.)

SCALE: 3" = 1'-0"3A DOOR FRAME SECTIONS

WALL THICKNESS + 1"

1/2" 1/2"

2"

HOLLOW METAL FRAME (DOUBLERABBET, WELDED) WITH LOCK-IN STEELOR WOOD STUD ANCHORS

SINGLE GLAZING (1/4" CLEAR) - SET INSEALANT OR PROVIDE GLAZINGGASKETSHM2

JAMB SECTION SHOWN(HEAD AND SILL SECTIONS SIM.)

REMOVABLE GLAZING STOPS

SCALE: 3" = 1'-0"3B WINDOW FRAME SECTIONS

4" 4"

BSUBFLOOR

FACE

OF

WAL

L, CA

BINE

T,ET

C.

RESILIENT BASE(RUBBER, 1/8", COVE)

RESILIENT FLOORING ORCONCRETE

SCALE: 6" = 1'-0"6 RESILIENT BASE

SUBFLOORAJOHNSONITE

RRS-XX-C OR SIM.

FINISHED CONCRETE

RESILIENT TRANSITION STRIPRESILIENT OR OTHER THINNERFLOORING

NOTE: LOCATE FLOORING TRANSITIONS BELOW DOORS, UNLESS INDICATED OTHERWISE ON PLANS.

NOTE: WHERE APPROPRIATE, FLOAT SUBFLOOR AS REQUIRED TO ENSURE TRANSITIONS ARE AS FLUSH AS POSSIBLE.

SCALE: 6" = 1'-0"5 FLOORING TRANSITIONS

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##DESCRIPTION DD/MM

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

MS

U C

HE

MIS

TR

Y E

LE

CT

RO

NM

ICR

OS

CO

PE

PPA# 19-0077

A118# 19-039

CDS# 1936

(IFB) 15 MAY 20

BASEMENT PLAN - PLUMBING DEMOLITION

SCALE: 1/4" = 1'-0" (24X36 SHEETS)

N

BASEMEN PLAN-PLUMBING DEMO

MD1.1

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##DESCRIPTION DD/MM

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

MS

U C

HE

MIS

TR

Y E

LE

CT

RO

NM

ICR

OS

CO

PE

PPA# 19-0077

A118# 19-039

CDS# 1936

(IFB) 15 MAY 20

BASEMENT PLAN - HVAC DEMOLITION

SCALE: 1/4" = 1'-0" (24X36 SHEETS)

N

BASEMEN PLAN-PLUMBING DEMO

MD2.1

MICROSCOPE

024B

EQUIPMENT

024A

LAB

024

3

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##DESCRIPTION DD/MM

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

MS

U C

HE

MIS

TR

Y E

LE

CT

RO

NM

ICR

OS

CO

PE

PPA# 19-0077

A118# 19-039

CDS# 1936

(IFB) 15 MAY 20

BASEMENT PLAN - PLUMBING

SCALE: 1/4" = 1'-0" (24X36 SHEETS)

N

BASEMEN PLAN-PLUMBING

M1.1

MICROSCOPE

024B

EQUIPMENT

024A

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##DESCRIPTION DD/MM

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

MS

U C

HE

MIS

TR

Y E

LE

CT

RO

NM

ICR

OS

CO

PE

PPA# 19-0077

A118# 19-039

CDS# 1936

(IFB) 15 MAY 20

BASEMENT PLAN - HVAC

SCALE: 1/4" = 1'-0" (24X36 SHEETS)

N

BASEMEN PLAN-HVAC

M2.1SECTION A PLAN-HVAC

SCALE: 1/4" = 1'-0"

A

M2.1

A

M3.1

1

M2.1

FLEX LAB EXHAUST DUCT DETAIL

NO SCALE

1

M3.1

THREE WAY COIL DETAIL

NO SCALE

2

M3.1

PIPE HANGER DETAIL

NO SCALE

3

M3.1

HASKRIS WATER COOLED CHILLER DETAIL

NO SCALE

4

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##DESCRIPTION DD/MM

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

MS

U C

HE

MIS

TR

Y E

LE

CT

RO

NM

ICR

OS

CO

PE

PPA# 19-0077

A118# 19-039

CDS# 1936

(IFB) 15 MAY 20

M3.1

MECHANICALLEGEND SCHEDULEAND DETAILS

MECHANICAL DETAILS AND SCHEDULES

NO SCALE

AIR FLOW SCHEMATIC

NO SCALE

225

DESCRIPTION DESCRIPTION

AMPS POLES Category VA # A B C # VA Category AMPS POLES20 1 SPARE 1 0 2 RACEWAY - 22 20 1

20 1 SPARE 3 0 4 RACEWAY - 22 20 1

20 1 SPARE 5 4160 6 4160 (N)ELECTRON MICROSCOPE RM 24 VIA XFMR & UPS 50 3

20 1 (E)RACEWAY 24 7 4160 8 4160 ---- - -

20 1 SPARE 9 0 10 (N)SPARE 20 1

20 1 (E)RACEWAY 24 11 1290 12 1290 (E)CHILLER - 24 30 3

20 1 (E)WALL - 24 13 1290 14 1290 ---- - -

20 1 (E)WALL - 24 15 0 16 ---- - -

20 1 (E)WALL - 24 17 0 18 SPARE 20 1

20 1 (E)WALL - 24 19 0 20 SPARE 20 1

20 1 (E)WALL - 5F 21 0 22 SPARE 20 1

20 1 (E)WALL - 5F 23 0 24 SPARE 20 1

20 1 (E)LIGHTS - 24 25 0 26 SPARE 20 1

20 1 SPARE 27 0 28 SPARE 20 1

20 1 SPARE 29 0 30 SPARE 20 1

20 1 SPARE 31 0 32 SPARE 20 1

20 1 SPARE 33 0 34 SPARE 20 1

20 1 SPARE 35 0 36 PROVISION

20 1 SPARE 37 0 38 PROVISION

20 1 SPARE 39 0 40 PROVISION

20 1 CONV - RCPT 41 0 42 PROVISION

5450 0 5450

TOTAL LOADS: 10900 VA

DEMAND:

30 AMPS

PANEL LPOB - REMODEL AMPS MLO 208Y/120V VOLT 3 PHASE 4 WIRE FLUSH MOUNTING

BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER

600

DESCRIPTION DESCRIPTION

AMPS POLES Category VA # A B C # VA Category AMPS POLES50 2 DISC SW 28 1 0 2 DISC SW 28 50 2

- - - 3 0 4 - - -

50 2 DISC SW 28 5 0 6 DISC SW 28 50 2

- - - 7 0 8 - - -

50 2 DISC SW 28 9 0 10 (X)X-RAY DISC - 24 100 3

- - - 11 0 12 - - -

50 2 DISC SW 28 13 0 14 - - -

- - - 15 0 16 (X)X-RAY DISC - 24 100 3

50 2 DISC SW 28 17 0 18 - - -

- - - 19 0 20 - - -

50 2 DISC SW 28 21 0 22 CHILLER (MECH RM) 60 3

- - - 23 0 24 - - -

50 2 DISC SW 28 25 0 26 - - -

- - - 27 0 28 SPARE 20 1

50 2 DISC SW 28 29 0 30 CHILLER 6A (FUTURE) 30 2

- - - 31 0 32 - - -

50 2 DISC SW 28 33 0 34 CHILLER 6A (FUTURE) 30 2

- - - 35 0 36 - - -

50 3 DISC SW 28 37 0 38 HELIUM ? (MECH RM) 60 3

- - - 39 0 40 - - -

- - - 41 0 42 - - -

0 0 0

TOTAL LOADS: 0 VA

DEMAND:

0 AMPS

PANEL LPOM - EXISTING MLO 208Y/120V VOLT 3 PHASE 4 WIRE FLUSH MOUNTING

BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER

225A

DESCRIPTION DESCRIPTION

AMPS POLES Category VA # A B C # VA Category AMPS POLES20 1 (X)RACEWAY 24 1 0 2 RACEWAY - 22 20 1

20 1 (X)RACEWAY 24 3 0 4 RACEWAY - 22 20 1

20 1 (X)RACEWAY 24 5 0 6 (X)CHILLER - 24 30 3

20 1 (E)RACEWAY 24 7 0 8 ---- - -

20 1 (X)RACEWAY 24 9 0 10 ---- - -

20 1 (E)RACEWAY 24 11 0 12 CHILLER - 24 30 3

20 1 (E)WALL - 24 13 0 14 ---- - -

20 1 (E)WALL - 24 15 0 16 ---- - -

20 1 WALL - 24 17 0 18 SPARE 20 1

20 1 (E)WALL - 24 19 0 20 SPARE 20 1

20 1 WALL - 5F 21 0 22 SPARE 20 1

20 1 WALL - 5F 23 0 24 SPARE 20 1

20 1 LIGHTS - 24 25 0 26 SPARE 20 1

20 1 SPARE 27 0 28 SPARE 20 1

20 1 SPARE 29 0 30 SPARE 20 1

20 1 SPARE 31 0 32 SPARE 20 1

20 1 SPARE 33 0 34 SPARE 20 1

20 1 SPARE 35 0 36 PROVISION

20 1 SPARE 37 0 38 PROVISION

20 1 SPARE 39 0 40 PROVISION

20 1 CONV - RCPT 41 0 42 PROVISION

0 0 0

TOTAL LOADS: 0 VA

DEMAND:

0 AMPS

PANEL LPOB - EXISTING AMPS MLO 208Y/120V VOLT 3 PHASE 4 WIRE FLUSH MOUNTING

BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER