9
1 View Name 1/8" = 1'-0" SCALE 101A 5 A3-8 3 A5-2 A 0 0 Room name 101 BUILDING SECTIONS SEE DRAWINGS EX: SHEET A3-8, DETAIL 5 WALL SECTIONS SEE DRAWINGS EX: SHEET A5-2, DETAIL 3 EXTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 CONSTRUCTION DETAIL SEE DRAWINGS EX: SHEET A6-3, DETAIL 2 INTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 & 5 DOOR SYMBOL SEE DOOR SCHEDULE WINDOW SYMBOL SEE WINDOW TYPES ROOM SYMBOL EX: 202 - SECOND FLOOR GRID LINES: LETTERS LEFT TO RIGHT NUMBERS BOTTOM TO TOP WALL/PARTITION TYPE SYMBOL SEE WALL/PARTITION TYPES BENCHMARK REFERENCE SYMBOLS s E2 5 A3-8 1 A101 SIM A7-1 4 A7-1 4 5 A 1 Name Elevation THESE DRAWINGS WERE PREPARED BY HIP AND HUMBLE ARCHITECTURE, LLC. FOR CONSTRUCTION OF THE BUILDING DESCRIBED. AS SUCH, THEY ARE THE PROPERTY OF HIP AND HUMBLE ARCHITECTURE, LLC. AND MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM HIP AND HUMBLE ARCHITECTURE, LLC. REQUIRED STRUCTURAL TESTS & SPECIAL INSPECTIONS IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS MAY ALSO REQUIRE STRUCTURAL TESTS & SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE 2012 INTERNATIONAL BUILDING CODE AS THIS PROJECT REQUIRES: SPECIAL INSPECTIONS: (SECTION 1704) INSPECTION OF FABRICATORS (1704.2) STEEL CONSTRUCTION (1704.3) CONCRETE CONSTRUCTION (1704.4) MASONRY CONSTRUCTION (1704.5) WOOD CONSTRUCTION (1704.6) SOILS (1704.7) PILE FOUNDATIONS (1704.8) PIER FOUNDATIONS (1704.9) SPRAYED FIRE-RESISTANT MATERIALS(1704.10) MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1704.11) EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (1704.12) SPECIAL CASES (1704.13) SPECIAL INSPECTION FOR SMOKE CONTROL (1704.14) STATEMENT OF SPECIAL INSPECTIONS: (SECTION 1705) CONTRACTOR RESPONSIBILITY (1706) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE: (SECTION 1707) STRUCTURAL STEEL (1707.2) STRUCTURAL WOOD (1707.3) COLD-FORMED STEEL FRAMING (1707.4) PIER FOUNDATIONS (1707.5) STORAGE RACKS AND ACCESS FLOORS (1707.6) ARCHITECTURAL COMPONENTS (1707.7) MECHANICAL AND ELECTRICAL COMPONENTS (1707.8) DESIGNATED SEISMIC SYSTEMS VERIFICATION (1707.9) SEISMIC ISOLATION SYSTEM (1707.10) STRUCTURAL TESTING FOR SEISMIC RESISTANCE: (SECTION 1708) REINFORCING & PRESTRESSING STEEL (1708.3) STRUCTURAL STEEL (1708.4) MECHANICAL AND ELECTRICAL EQUIPMENT (1708.5) SEISMICALLY ISOLATED STRUCTURES (1708.6) PROJECT SPECIFIC NOTES 1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (UNO) & QUALIFIED CRAFTPERSONS TO COMPLETE THE WORK. 3. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT & MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT & ARE TO BE INCLUDED AS A PART OF A BID. 4. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF FINISHED FLOOR (AFF) UNLESS NOTED OTHERWISE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING. 6. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS & WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE GC, YET ARE REQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS NIC ON THE CONSTRUCTION DOCUMENTS. 7. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 8. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR TO CONSTRUCTION. 9. 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 10. THE CONSTRUCTION DOCUMENTS CONSIST OF THE CONSTRUCTION DRAWINGS & SPECIFICATIONS INCLUSIVELY. SOME ITEMS MAY BE SHOWN ONLY ON THE DRAWINGS OR INDICATED ONLY IN THE SPECIFICATIONS. FOR EXAMPLE, THE SPECIFICATIONS MAY SAY TO PAINT ALL EXPOSED STRUCTURAL STEEL, BUT THIS WILL NOT BE CALLED OUT ON ALL OF THE DRAWINGS. 11. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3- D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN IN OTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO COMPLETE THE AREA. REFER TO DETAILS AT ADJACENT AREAS AS NECESSARY OR ASK THE ARCHITECT PRIOR TO BIDDING. THIS PROJECT SHALL COMPLY WITH THESE CODES, OR LATER EDITIONS AS REQUIRED BY THE CITY OF BOZEMAN. CONFIRM 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE NO HAZARDOUS MATERIALS EXCEEDING THE LIMITS STATED IN THE 2009 INTERNATIONAL BUILDING CODE TABLES 414.2.4 & 414.5.1 WILL BE STORED IN THIS BUILDING. CODE REQUIREMENTS THIS EXISTING BUILDING IS NOT EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH APPLICABLE CODES. A/E#00-00-00 REV. DESCRIPTION DATE REVIEWED BY: DRAWN BY: SHEET DATE SHEET TITLE MONTANA STATE UNIVERSITY MSU-CPDC MONTANA STATE UNIVERSITY BOZEMAN, MONTANA PHONE: 406.994.5413 FAX: 406.994.5665 Consultant #: MSU - WILSON HALL ROOM 115 RENO BID DOCUMENTS Author Checker COVER SHEET A0-1 02.15.19 BOZEMAN CAMPUS PPA#18-2082 WILSON HALL ROOM 115 RENOVATION MONTANA STATE UNIVERSITY, BOZEMAN PHASE: BID DOCUMENTS DATE: FEBRUARY 15, 2019 PROJECT TEAM OWNER ARCHITECTURAL HIP AND HUMBLE ARCHITECTURE 418 SOUTH 5th AVENUE BOZEMAN, MT 59715 406.581.3832 CONTACT: BOB MECHELS STRUCTURAL (IF NEEDED) MECHANICAL ELECTRICAL M1-1 MECHANICAL DEMOLITION & LEGEND MECHANICAL ELECTRICAL ARCHITECTURAL A0-1 COVER SHEET A1-1 CODE INFO A2-1 SITE INFORMATION A3-1 DEMO, FLOOR & RCP PLANS A3-2 INTERIOR DETAILS SHEET INDEX FACILITIES, PLANNING, DESIGN & CONSTRUCTION MONTANA STATE UNIVERSITY C: 406.581.0158 CONTACT: BILL MACKIN JOHNSON STUCTURAL ENGINEERING 440 N. GRAND AVENUE BOZEMAN, MT 59715 406.585.2939 CONTACT: LARRY JOHNSON THREE RIVERS ENGINEERING 24 S. WILLSON AVE., SUITE A1 BOZEMAN, MT 59715 406.582.8288 CONTACT: JOHN TETRAULT THREE RIVERS ENGINEERING 24 S. WILLSON AVE., SUITE A1 BOZEMAN, MT 59715 406.582.8288 CONTACT: JOHN TETRAULT PROJECT LOCATION NOTE: CONFIRM STAGING AREA NEEDS / LIMITATIONS W/ MSU PROJECT MANAGER. M2-1 MECHANICAL PLAN, DETAILS & SCHEDULES E1-1 ELECTRICAL DEMOLITION E2-1 ELECTRICAL PLAN

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Page 1: MONTANA STATE UNIVERSITY, BOZEMAN WILSON HALL …...m1-1 mechanical demolition & legend mechanical electrical architectural a0-1 cover sheet a1-1 code info a2-1 site information a3-1

1View Name

1/8" = 1'-0" SCALE

101A

5

A3-8

3

A5-2

A

0

0

Room name

101

BUILDING SECTIONSSEE DRAWINGSEX: SHEET A3-8, DETAIL 5

WALL SECTIONSSEE DRAWINGSEX: SHEET A5-2, DETAIL 3

EXTERIOR ELEVATIONSEE DRAWINGSEX: SHEET A7-1, DETAIL 4

CONSTRUCTION DETAILSEE DRAWINGSEX: SHEET A6-3, DETAIL 2

INTERIOR ELEVATIONSEE DRAWINGSEX: SHEET A7-1, DETAIL 4 & 5

DOOR SYMBOLSEE DOOR SCHEDULE

WINDOW SYMBOLSEE WINDOW TYPES

ROOM SYMBOLEX: 202 - SECOND FLOOR

GRID LINES:LETTERS LEFT TO RIGHTNUMBERS BOTTOM TO TOP

WALL/PARTITION TYPE SYMBOLSEE WALL/PARTITION TYPES

BENCHMARK

REFERENCE SYMBOLS

sE2

5

A3-8

1

A101

SIM

A7-14

A7-14

5

A

1

NameElevationTHESE DRAWINGS WERE PREPARED BY HIP AND HUMBLE

ARCHITECTURE, LLC. FOR CONSTRUCTION OF THE BUILDINGDESCRIBED. AS SUCH, THEY ARE THE PROPERTY OF HIP ANDHUMBLE ARCHITECTURE, LLC. AND MAY NOT BE REPRODUCED,COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROMHIP AND HUMBLE ARCHITECTURE, LLC.

REQUIRED STRUCTURAL TESTS & SPECIAL INSPECTIONS

IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWINGITEMS MAY ALSO REQUIRE STRUCTURAL TESTS & SPECIALINSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE 2012INTERNATIONAL BUILDING CODE AS THIS PROJECT REQUIRES:

SPECIAL INSPECTIONS: (SECTION 1704)

INSPECTION OF FABRICATORS (1704.2)STEEL CONSTRUCTION (1704.3)CONCRETE CONSTRUCTION (1704.4)MASONRY CONSTRUCTION (1704.5)WOOD CONSTRUCTION (1704.6)SOILS (1704.7)PILE FOUNDATIONS (1704.8)PIER FOUNDATIONS (1704.9)SPRAYED FIRE-RESISTANT MATERIALS(1704.10)MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1704.11)EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (1704.12)SPECIAL CASES (1704.13)SPECIAL INSPECTION FOR SMOKE CONTROL (1704.14)

STATEMENT OF SPECIAL INSPECTIONS: (SECTION 1705)

CONTRACTOR RESPONSIBILITY (1706)

SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE: (SECTION 1707)

STRUCTURAL STEEL (1707.2)STRUCTURAL WOOD (1707.3)COLD-FORMED STEEL FRAMING (1707.4)PIER FOUNDATIONS (1707.5)STORAGE RACKS AND ACCESS FLOORS (1707.6)ARCHITECTURAL COMPONENTS (1707.7)MECHANICAL AND ELECTRICAL COMPONENTS (1707.8)DESIGNATED SEISMIC SYSTEMS VERIFICATION (1707.9)SEISMIC ISOLATION SYSTEM (1707.10)

STRUCTURAL TESTING FOR SEISMIC RESISTANCE: (SECTION 1708)

REINFORCING & PRESTRESSING STEEL (1708.3)STRUCTURAL STEEL (1708.4)MECHANICAL AND ELECTRICAL EQUIPMENT (1708.5)SEISMICALLY ISOLATED STRUCTURES (1708.6)

PROJECT SPECIFIC NOTES

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

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS(UNO) & QUALIFIED CRAFTPERSONS TO COMPLETE THE WORK.

3. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT &MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSIONOF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT & ARETO BE INCLUDED AS A PART OF A BID.

4. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF FINISHED FLOOR (AFF)UNLESS NOTED OTHERWISE.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONSPRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK.DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING.

6. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS &WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE GC, YET AREREQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRINGCOORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS NIC ONTHE CONSTRUCTION DOCUMENTS.

7. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FORCOORDINATION OF WORK.

8. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. THECONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR TOCONSTRUCTION.

9. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEENDRAWINGS & SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FORBIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF THEARCHITECT

10. THE CONSTRUCTION DOCUMENTS CONSIST OF THE CONSTRUCTIONDRAWINGS & SPECIFICATIONS INCLUSIVELY. SOME ITEMS MAY BE SHOWN ONLYON THE DRAWINGS OR INDICATED ONLY IN THE SPECIFICATIONS. FOR EXAMPLE,THE SPECIFICATIONS MAY SAY TO PAINT ALL EXPOSED STRUCTURAL STEEL,BUT THIS WILL NOT BE CALLED OUT ON ALL OF THE DRAWINGS.

11. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3-D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN INOTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TOCOMPLETE THE AREA. REFER TO DETAILS AT ADJACENT AREAS AS NECESSARYOR ASK THE ARCHITECT PRIOR TO BIDDING.

THIS PROJECT SHALL COMPLY WITH THESE CODES, OR LATEREDITIONS AS REQUIRED BY THE CITY OF BOZEMAN. CONFIRM

2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2012 UNIFORM PLUMBING CODE2014 NATIONAL ELECTRIC CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE

NO HAZARDOUS MATERIALS EXCEEDING THE LIMITS STATED INTHE 2009 INTERNATIONAL BUILDING CODE TABLES 414.2.4 &414.5.1 WILL BE STORED IN THIS BUILDING.

CODE REQUIREMENTS

THIS EXISTING BUILDING IS NOT EQUIPPED WITH ANAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITHAPPLICABLE CODES.

A/E#00-00-00

REV. DESCRIPTION DATE

REVIEWED BY:

DRAWN BY:

SHEET

DATE

SHEET TITLE

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

SO

N H

AL

L R

OO

M

115 R

EN

O

BID

DO

CU

MEN

TS

AuthorChecker

COVER SHEET

A0-1

02.15.19

BO

ZE

MA

N C

AM

PU

S

PPA#18-2082

WILSON HALL ROOM 115 RENOVATIONMONTANA STATE UNIVERSITY, BOZEMAN

PHASE: BID DOCUMENTSDATE: FEBRUARY 15, 2019

PROJECT TEAM

OWNER ARCHITECTURAL

HIP AND HUMBLE ARCHITECTURE418 SOUTH 5th AVENUEBOZEMAN, MT 59715406.581.3832CONTACT: BOB MECHELS

STRUCTURAL (IF NEEDED) MECHANICAL ELECTRICAL

M1-1 MECHANICAL DEMOLITION & LEGEND

MECHANICAL

ELECTRICAL

ARCHITECTURALA0-1 COVER SHEET

A1-1 CODE INFO

A2-1 SITE INFORMATION

A3-1 DEMO, FLOOR & RCP PLANS

A3-2 INTERIOR DETAILS

SHEET INDEX

FACILITIES, PLANNING,DESIGN & CONSTRUCTIONMONTANA STATE UNIVERSITYC: 406.581.0158CONTACT: BILL MACKIN

JOHNSON STUCTURAL ENGINEERING440 N. GRAND AVENUEBOZEMAN, MT 59715406.585.2939CONTACT: LARRY JOHNSON

THREE RIVERS ENGINEERING24 S. WILLSON AVE., SUITE A1BOZEMAN, MT 59715406.582.8288CONTACT: JOHN TETRAULT

THREE RIVERS ENGINEERING24 S. WILLSON AVE., SUITE A1BOZEMAN, MT 59715406.582.8288CONTACT: JOHN TETRAULT

PROJECTLOCATION

NOTE:CONFIRM STAGING AREANEEDS / LIMITATIONS W/MSU PROJECT MANAGER.

M2-1 MECHANICAL PLAN, DETAILS & SCHEDULES

E1-1 ELECTRICAL DEMOLITION

E2-1 ELECTRICAL PLAN

Page 2: MONTANA STATE UNIVERSITY, BOZEMAN WILSON HALL …...m1-1 mechanical demolition & legend mechanical electrical architectural a0-1 cover sheet a1-1 code info a2-1 site information a3-1

ANCHOR BOLTAIR CONDITIONING

ACOUSTICAL CEILING TILEADDENDUMADJACENT

ABOVE FINISHED FLOORAIR HANDLING UNIT

ALTERNATEALUMINUM

ARCHITECTURAL

BOTTOM OFBUILDING

BLOCKINGBETWEEN

BOTTOM OF WALLBUILT UP

CENTERLINECATCH BASIN

CENTER TO CENTEREXTERIOR GRADE PLYWOOD

CUBIC FEETCERAMIC TILE

CHANNELCONTROL JOINT

CEILINGCLEAR

CONCRETE MASONRY UNITCOLUMN/COLUMNS

CONCRETECONSTRUCTION

CONTINUOUSCOORDINATE

CENTERCENTERED

DOUBLEDRINKING FOUNTAIN

DIAMETERDIMENSION

DOWNDOOR

DOWNSPOUTDETAIL

DRAWING

EACHEXTERIOR INSULATION FINISH SYSTEM

EXPANSION JOINTELEVATION - HEIGHT

ELECTRICALEQUAL

EXISTINGEXISTING TO REMAIN

EXTERIOR WALL ASSEMBLYELECTRIC WATER COOLER

EXTERIOR

RRDRDWDREREFREFGREINFREQDRESRMRO

SCHEDSACTSFSGSHTSHTGSHWRSIMSIPSPECSSSTDSTLSTORSTRUCTSUB FLR

T&GT ALUMTBTHRUTJITOTOBTOPTO FTGTOSTOSLTOWTP DISPTTSTYP

UGUNO

VACVCTVERTVB

W/WCWDWNDWW/OWPW/RWTWWF

RADIUS, RISERROOF DRAIN

REDWOODREGARDINGREFERENCE

REFRIGERATORREINFORCING

REQUIREDRESILIENT

ROOMROUGH OPENING

SCHEDULESUSPENDED ACOUSTICAL CEILING TILE

SQUARE FEETSUPPLY GRILLE

SHEETSHEATHING

SHOWERSIMILAR

STRUCTURAL INSULATED PANELSPECIFICATIONS

STAINLESS STEELSTANDARD

STEELSTORAGE

STRUCTURALSUBFLOOR

TONGUE AND GROVETUBULAR ALUMINUM

TEST BORETHROUGH

TRUSS JOIST INCORPORATEDTOP OF

TOP OF BEAMTOP OF PLATE

TOP OF FOOTINGTOP OF STEEL

TOP OF SLABTO OF WALL

TOILET PAPER DISPENSERTREAD

TUBULAR STEELTYPICAL

UNDERGROUNDUNLESS NOTED OTHERWISE

VACUUM OUTLETVINYL COMPOSITION TILE

VERTICALVAPOR BARRIER

WITHWATER CLOSET

WOODWINDOW

WITHOUTWATERPROOF

WATER RESISTANTWEIGHT

WELDED WIRE FABRIC

ABA/CACTADDMADJAFFAHUALTALUMARCH

BOBLDGBLKGBTWNBOWBU

CLCBCCCDXCFCTCHCJCLGCLRCMUCOL/COLSCONCCONSTCONTCOORDCTRCTRD

DBLDFDIADIMDNDRDSDTL/DETDWG

EAEIFSEJELEVELECEQ(E)/EXISTETREW/EWAEWCEXT

GAGCGALVGLGLU LAM or GLBGWB

HD BDHMHORIZHPHRHTHTGHVAC

ININFOINSULINTIWA

JSTJT

LBLFLTWTLVL

MANUFMATMAXMECHMDFMINMIRMISCMOMTL

N/ANIC#NTS

OCOHOPNGOPP

PAFPART BDPERPPLPLAMPLWDPNLPREPSFPSIPSLPTPVC

QTY

GAUGEGENERAL CONTRACTOR

GALVANIZEDGLASS

GLUE LAMINATED BEAMGYPSUM WALL BOARD

HARD BOARDHOLLOW METAL

HORIZONTALHIGH POINT

HOURHEIGHT

HEATINGHEATING, VENTILATING,

AIR CONDITIONING

INCHINFORMATION

INSULATIONINTERIOR

INTERIOR WALL ASSEMBLY

JOISTJOINT

POUNDLINEAL FEET

LIGHTWEIGHTLAMINATED VENEER LUMBER

MANUFACTURERMATERIALMAXIMUM

MECHANICALMEDIUM DENSITY FIBER BOARD

MINIMUMMIRROR

MISCELLANEOUSMASONRY OPENING

METAL

NOT APPLICABLENOT IN CONTRACT

NUMBERNOT TO SCALE

ON CENTEROVERHEAD

OPENINGOPPOSITE

POWER ACTUATED FASTENERPARTICLE BOARDPERPENDICULAR

PLATEPLASTIC LAMINATE

PLYWOODPANEL

PREFINISHEDPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPARALLEL STRAND LUMBER

POINTPOLYVINYLCHLORIDE

QUANTITY

ABBREVIATIONS

FDFDNFFFOFDNFECFIN FLRFLRFTFTG

FLOOR DRAINFOUNDATION

TOP OF FLOOR SHEATHINGFACE OF

FOUNDATIONFIRE EXTINGUISHER CABINET

FINISHED FLOORFLOOR

FOOTFOOTING

5/8" GWB

3-5/8" MTL. STUDS

5/8" GWB

4 7/8"

INTERIOR

GENERAL NOTES1. XXXXXX

E2c

WALL TYPE

WALL HEIGHT

WALL HEIGHT DESIGNATION

c EXTEND WALL TO UNDERSIDE OF CEILINGd STUDS AND FINISH EXTEND TO EXISTING CEILING GRIDp PARTIAL HEIGHT WALL, SEE PLANSs EXTEND ENTIRE WALL TO UNDERSIDE OF DECKING/SLABx SHAFT, WALL IS CONTINUOUS THROUGH FLOOR ASSEMBLIES

I1

WALL TYPE TAG

3 5/8"

3-1/2" FIBERGLASSSOUND BATTS

53

CODE LEGEND

OCCUPANCY GROUP B AREA

OR COMBINATION OF (WHERE OCCURS)CONFORMING TO THE MOST STRINGENTREQUIREMENTS OF EACH. SEE CODE ANALYSISPLANS FOR SPECIFIC NAMES OF IBC WALLDESIGNATIONS. ALL WITH FIRE RESISTIVEOPENING PROTECTION AT DOORS, WINDOWS,DUCTS (WITH EXCEPTIONS), PENETRATIONS, ANDPROTECTION AT JOINTS. SEE WALL TYPES, DOORAND WINDOW SCHEDULES, MECHANICALDRAWINGS, PENETRATION DETAILS, AND JOINTDETAILS WHERE APPLICABLE.

1-HOUR FIRE BARRIER, FIRE PARTITION, ORSMOKE BARRIER WALL

WITH NO OPENING PROTECTION REQUIRED ATDOORS, WINDOWS, DUCTS, PENETRATIONS ANDJOINTS UNLESS NOTED OTHERWISE. SEE WALLTYPES.

NONRATED WALL:

(2) ROOM OCCUPANT LOAD (OR TOTAL FLOOR OCCUPANTLOAD) PER SECTION 1004.

MOER:2 MEANS OF EGRESS REQUIRED (QUANTITY) (ONLYDESIGNATED WHERE (2) MEANS OF EGRESS AREREQUIRED)

EXIT SIGN WITH INTEGRATED DIRECTIONAL ARROWWHERE OCCURS AT ALL EXITS, EVERY 100' INCORRIDORS, AND IN SPACES WHERE 2 MOE AREREQUIRED PER SECTION 1011. SEE ELECTRICALDRAWINGS. (WITH POCHE IN QUADRANT INDICATING"EXIT" TEXT SIDE OF SIGN.) SIGNS SHOWN INCORRIDORS ARE CEILING HUNG. SIGNS SHOWN ONWALL ARE WALL HUNG.

ACCUMULATIVE NUMBER OF OCCUPANTS SERVEDWITH EGRESS DIRECTION AT ARROW LOCATION.(DESIGNATED WHERE (2) MEANS OF EGRESS AREREQUIRED PER TABLE 1004.1.2).

MINIMUM EGRESS WIDTH (INCHES) BASED ONACCUMULATIVE NUMBER OF OCCUPANTS SERVED ATINDICATED EGRESS COMPONENT, USING FACTORSFROM TABLE 1005.1.

Wmin

EXIT ACCESS TRAVEL DISTANCE - MAXIMUM 250' FOR'A' & 'M' OCCUPANCIES WITH SPRINKLER SYSTEM; 300'FOR 'B' OCCUPANCIES WITH SPRINKLER SYSTEM, PERSECTION 1016.1. MOST RESTRICTIVE REQUIREMENTGOVERNS. MAXIMUM DISTANCE FOR EACH STORYSHOWN.

COMMON PATH OF EGRESS TRAVEL DISTANCE -MAXIMUM 75' PER SECTION 1014.3.

CODE NOTESTHIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY. SEE ALLOTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODEREQUIREMENTS BUT IS NOT INTENDED TO LIST ALL BUILDING CODEREQUIREMENTS.

SEE BUILDING CODE AREA CALCULATIONS FOR BUILDINGALLOWABLE AND ACTUAL AREAS CALCULATED PER CODE.

SEE CODE INFORMATION SHEET AND OTHER PLAN/DETAIL SHEETSFOR ACCESSIBILITY CONFORMANCE.

SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE, PUBLIC WAYLOCATIONS AND COURTYARD LAYOUT (WHERE OCCURS).

1.

2.

3.

4.

WILSON ROOM 115 - CODE ANALYSIS

USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)

BUILDING I - CLASSROOM AND ADMINISTRATIONOFFICES B OCCUPANCY (100SF PER OCCUPANT)CONF. ROOM <750SF / <50 OCC'S ALSO B OCCUPANCY (15SF PER OCCUPANT)

TYPES OF CONSTRUCTION (CHAPTER 6)

BUILDING I = TYPE II A

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)

BUILDING HEIGHT (TABLE 503)ALLOWABLE HEIGHT = 5 STORIESACTUAL HEIGHT = 2 STORIES (OK)

BUILDING AREAALLOWABLE FLOOR AREA = 37,500 SFACTUAL FLOOR AREA = 22,298 SF < 37,500 SF (OK)

FIRE PROTECTION SYSTEMS (CHAPTER 9)

AUTOMATIC FIRE SPRINKLER SYSTEM (903)THIS EXISTING BUILDING DOES NOT HAVE A FIRE SPRINKLER SYSTEMTHOUGH IT IS CONSTRUCTED OF ALL NON-COMBUSTIBLE MATERIALS.

PORTABLE FIRE EXTINGUISHER (906)PORTABLE FIRE EXTINGUISHERS ARE EXISTING AND PROVIDED ASREQUIRED BY 906 AND THE INTERNATIONAL FIRE CODE

140 SF

SMALLCONFERENCE

115B

277 SF

SEMINAR ROOM

115A

162 SF

WORK AREA

115C

19

(277/15=19 OCC'S)

(140/15=10 OCC'S)

(162/100=2 OCC'S)

COMMON PATH OF EGRESSTRAVEL DIST. = 40'-5" < 100'

DIST. = 13'-10"

DIS

T. =

9'-0

"

DIST. = 17'-7"

(EXISTING NONCOMPLIANT EXIT)

COMMON PATH OF EGRESSTRAVEL DIST. = 65'-8" < 100'

DIS

T. =

31'-5

"

DIST. = 11'-6"

Wmin: 31 x 0.2 = 6.2" EXIT WIDTH6.2" < 36" PROVIDED (OK)

998 SF

EXISTINGWRITING CENTER

114

(998/100=10 OCC'S)

22

12

A/E#00-00-00

REV. DESCRIPTION DATE

REVIEWED BY:

DRAWN BY:

SHEET

DATE

SHEET TITLE

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

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115 R

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CODE INFO

A1-1

02.15.19

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PPA#18-2082

WA

LL A

SS

EM

BLIE

SC

EIL

ING

AS

SE

MB

LIE

S

1/4" = 1'-0"A1-1

1 CODE FLOOR PLAN

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SEMINARROOM

115A

SMALLCONFERENCE

115B

WORK AREA

115C

HE

RR

ICK

HA

LL

WILSON HALL

MONTANA HALLHAMILTON HALL

DASHED LINES AND HATCH PATTERNINDICATES CONSTRUCTION AREABOUNDARIES.

STAGING AND DELIVERY AREAFOR CONTRACTOR USE ASAGREED TO BY OWNER /PROJECT MANAGER.

CONTRACTORS ACCESS ROUTE FROMSTAGING / DELIVERY AREA TOCONSTRUCTION AREA. CONFIRMCONDITIONS OF USE WITH OWNER / PM.

A/E#00-00-00

REV. DESCRIPTION DATE

REVIEWED BY:

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DATE

SHEET TITLE

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NT

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TE

UN

IV

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SIT

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

SO

N H

AL

L R

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115 R

EN

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DO

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MEN

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AuthorChecker

SITEINFORMATION

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PPA#18-2082

1" = 40'-0"A2-1

1 SITE KEY PLAN

N

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DIMENSIONS ARE TO GRID, FACE OF STUD, MASONRY, OR DOOR/WINDOWOPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL. VERIFY ALL OPENINGSWITH ROUGH OPENING REQUIREMENTS.

1.

GENERAL NOTES:

DEMOLISH PORTION OF WALL ASREQUIRED FOR NEW CASED OPENING.COORDINATE ASBESTOS ABATEMENTAT WALL WITH OWNER TYP.

20

' - 0

"

29' - 10"

1' - 0"

12

' - 4

"8

' - 1

0"

15' - 5 1/8" 4 7/8" 14' - 0"

10

' - 6

1/8

"4

7/8

"9

' - 1

"

A3-2 1

A3-2 4

11' - 0" 3' - 0"

3

140 SF

SMALLCONFERENCE

115B

162 SF

WORK AREA

115C

277 SF

SEMINAR ROOM

115A

STORAGECABINETS

COAT &PACKCUBBIES

11

5B

115C

2

BOOK CASE

3'0x7'0 HM FRM.CASEDOPENING

A3-2

5

6

7

8

7' - 3"

3' - 6" 3' - 6"

5/8" GWB OVER 5/8" GWBW/ FIRE TREATEDBLOCKING TO SUPPORT150 LB WEB-X BOARD.

COPIER BYOWNER

4"

2' - 6"

1' - 0"

2' - 0"

dI1

dI1

EXTEND ALL NEWWALLS AND FINISH TO6" ABOVE CEILING (UPTO EXIST. CLG. GRID)

REMOVE EXISTING CEILING TILES,LIGHTS AND A/V EQUIP. ASREQUIRED FOR NEWCONSTRUCTION.EXISTING CEILING GRID TO REMAIN.

NEW ACT CEILING AND LIGHTFIXTURES (RE: ELECT. DWGS.)

108' - 6"

108' - 6"

108' - 6"

PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY & THOROUGHLYFAMILIARIZE HIMSELF WITH EXISTING CONDITIONS.

SCHEDULE DEMOLITION WORK WITH THE OWNER TO MINIMIZE DISRUPTION OFSERVICES & PROVIDE FOR THE UNINTERRUPTED FUNCTIONING OF THE FACILITY.

THE CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIREDFOR NEW & RENOVATION CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLYNOTED, INCLUDING, BUT NOT LIMITED TO, ALL OTHER WORK THAT MIGHTREASONABLY BE REQUIRED TO BE REMOVED IN PREPARATION FOR SPECIFIEDFINISHES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOTDAMAGE ANY SERVICES INDICATED TO REMAIN. SERVICES SHALL BE PATCHED IFNECESSARY TO PROVIDE A SUITABLE SUB-STRATA FOR NEW FINISHES.

REMOVE ALL ITEMS SHOWN AS "DASHED".

THE CONTRACTOR SHALL CONSTRUCT DUST BARRIER PARTITIONS AS REQUIREDTO SEPARATE CONSTRUCTION AREAS FROM OCCUPIED AREAS. EXIT PATHS SHALLBE MAINTAINED CLEAR OF EQUIPMENT, MATERIAL & DEBRIS-SEE PHASING PLANS.

DEBRIS SHALL BE PROMPTLY REMOVED FROM THE BUILDING & THE SITE &DISPOSED OF IN A LEGAL MANNER. SURFACES IN THE CONSTRUCTION AREA SHALLBE MAINTAINED IN A BROOM CLEAN CONDITION AT THE END OF EACH WORK DAY.

PORTIONS OF OCCUPIED AREAS WILL REMAIN IN OPERATION AT ALL TIMES.SECURITY MUST BE MAINTAINED AT ALL TIMES. REVIEW SECURITY PROCEDURESWITH THE OWNER PRIOR TO THE START OF WORK.

THE CONTRACTOR SHALL MAINTAIN & ADHERE TO ALL CURRENT LIFE-SAFETY &INTERIM LIFE-SAFETY RULES & REGULATIONS THROUGHOUT THE CONSTRUCTIONOF THIS PROJECT.

THE CONTRACTOR SHALL PATCH &/OR REPAIR ANY & ALL SURFACES DAMAGED ORREMOVED DURING DEMOLITION TO MATCH EXISTING SURFACES UNLESS SURFACESARE TO RECEIVE NEW FINISHES OR UNLESS NOTED OTHERWISE. REFER TO &COORDINATE WITH STRUCTURAL.

ALL BUILDING SERVICES, INCLUDING MECHANICAL, PLUMBING & ELECTRICAL SHALLNOT BE DISRUPTED FOR ANY LENGTH OF TIME NO MATTER HOW MINIMAL, UNLESSCOORDINATED & APPROVED BY THE GENERAL CONTRACTOR & THE OWNER.

CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TO WORK. PRIOR TOSUBSTANTIAL COMPLETION THE CONTRACTOR WILL REPAIR OR CLEAN DAMAGEDOR DIRTY SURFACES ADJACENT TO PROJECT WORK AREAS (CAUSED BYCONSTRUCTION ACTIVITIES) TO MATCH ORIGINAL CONDITION.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

GENERAL DEMO NOTES:

A/E#00-00-00

REV. DESCRIPTION DATE

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DATE

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

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DEMO, FLOOR &RCP PLANS

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PPA#18-2082

N

1/4" = 1'-0"A3-1

1 FLOOR DEMO PLAN

1/4" = 1'-0"A3-1

2 FLOOR PLAN

1/4" = 1'-0"A3-1

3REFLECTED CEILING DEMOPLAN

1/4" = 1'-0"A3-1

4 REFLECTED CEILING

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4"

6' -

8"

7' -

0"

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

STORAGE UNITSWITH (4) ADJUSTABLESHELVES PER UNITAND SMOOTH PANELDOORS TYP.

9' - 0"

F.V. ALL DIM'S.,PROVIDE MATCHINGFILLER TRIM @ EA.END TYP.

8' -

6"

TY

P.

5' - 0"

4' -

6"

2' -

0"

2' -

6"

5' - 0"3' - 2"

1' -

6"

5' -

8"

TRANSOMWINDOW

WALL STORAGE BYFURNITURE MFR.

115B

ALL FURNITURE BYOWNER TYP.

1' - 6" 1' - 6" 1' - 6" 1' - 6"

4"

1' -

6"

3' -

8"

1' -

6"

7' -

0"

BACK PACK CUBBIESABOVE AND BELOWCOATS.

DOUBLE COATHOOKS EA. BAY.

115C

A

FF

6" 2' - 0" 6"

3' -

0"

6"

DOOR HARDWARE NOTES:1. HINGES - HINGES SHALL CONFORM TO ANSI A 156.1 WITH OILIMPREGNATED BEARINGS TYP.

2. CYLINDERS AND KEYING - PROVIDE MEDECO CYLINDERS WITHKEYING TO MEET OWNERS REQUIREMENTS. ALL LOCKS ANDCYLINDERS TO BE MASTER-KEYED OR GRANDMASTER-KEYED ASDIRECTED BY OWNER.

3. CYLINDRICAL LOCK SETS - GRADE 2 (STANDARD DUTY):ANSI/BHMA A156.2, SERIES 4000 FURNISHED IN THE FUNCTIONSINDICATED. ALL HARDWARE TO BE BRUSHED STAINLESS FINISH.REPLACE EXISTING DOOR HARDWARE TO MATCH NEW ATEXISTING DOORS TO REMAIN. LOCKSETS SHALL HAVE SOLIDONE-PIECE, CAST LEVERS WITHOUT PLASTIC INSERTS ANDSHALL BE A MINIMUM 4-5/8" IN LENGTH. LEVERS SHALL OPERATEINDEPENDENTLY AND HAVE INSIDE AND OUTSIDE LEVER RETURNSPRINGS. APPROVED MANUFACTURERS INCLUDE SARGENT 7LINE, CORBIN RUSSWIN CL 3800 SERIES, YALE 5300LN SERIESAND DORMA CL700 SERIES.

4. DOOR STOPS AND HOLDERS - PROVIDE WALL MOUNTEDSTOPS WHERE A DOOR INDICATED ON THE PLANS WILL STRIKEFLUSH AGAINST A WALL. PROVIDE OVERHEAD STOPS / HOLDERSWHERE WALL STOPS WILL NOT WORK. APPROVEDMANUFACTURES INCLUDE RIXON, ROCKWOOD OR SARGENT.

4 7

/8"

VA

RIE

S

2" WELDED HOLLOWMETAL FRAME, PAINT

FRAME ANCHOR ASRECOMMENDED BY FRAMEMFG.

5/8" GYP. BD. EACHSIDE

DOORRE: DOOR SCHEDULE

SEALANT ALL SIDES, TYP.

DOUBLE 20 GA. MTL.STUDS AT FRAME

DOOR-SEE SCHEDULE

HOLLOW METAL FRAME-PAINT

SEALANT ALL SIDES, TYP.

5/8

"

HEADER - PER STUD MFR.RECOMMENDATIONS

SEE FLOOR PLAN FORWALL TYPE

FRAME BEYOND

2"

PROVIDE FIRE TRT.WD. BLKG. ASREQUIRED FORINSTALLATION TYP.

7' -

0"

4"

2' -

8"

2' - 0"

3" 2"

1' - 0"

4"

1' -

6"

3' -

8"

1' -

6"

3"

FLAT BAR DOUBLECOAT HOOK TYP.

COAT CUBBIESSTORAGE CABINETS BOOK SHELVES

2"

1' - 0"

4"

6' -

8"

(4) ADJUSTABLESHELVES PERSPEC'S TYP.

(5) ADJUSTABLESHELVES PERSPEC'S TYP.

9' - 0"

4"

6' -

8"

7' -

0"

BUILT-IN BOOKCASE W/ ADJ.SHELVES TYP.

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

F.V. ALL DIM'S.,PROVIDE MATCHINGFILLER TRIM @ EA.END TYP.

ABANDON EXIST. WALLMTD. RETURN AIRGRILLES, INSTALL NEWCLG. GRILLE PERMECH'L. DWGS.

5' -

4"

7' - 3"

ACCENT PAINTON BUMP-OUT.COLOR TO BEDETERMINED.

5/8" GWB OVER 5/8" GWB W/ FIRETREATED BLOCKING TO SUPPORTOWNER PROVIDED 150 LB WEB-XBOARD. COORD. SUPPORTREQMTS.W/ OWNER.

8' -

6"

4" 4' - 0"5' - 0" 4"

3' -

0"

4' -

0" NEW WHITE MARKER

BOARDS PER SPEC'S.

EXISTING COLUMN.

4"

4" VINYL BASE PERSPEC'S TYP.

3' -

0"

4' -

0"

6' - 0" 3' - 9"

WHITE MARKER BOARDRELOCATED FROM

EXIST. NORTH WALL.

10' - 0" 4' - 4"

3' -

0"

4' -

0"

115C

WHITE MARKER BOARDRELOCATED FROM

EXIST. NORTH WALL.

A/E#00-00-00

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

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INTERIORDETAILS

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PPA#18-2082

3/8" = 1'-0"A3-2

1 INT ELEV @ STORAGE UNITS

3/8" = 1'-0"A3-2

3INT ELEV @ WORK STATIONSNORTH

3/8" = 1'-0"A3-2

4 INT ELEV @ CUBBIES

1/4" = 1'-0"

DOOR TYPES

DOOR SCHEDULE

DOOR ROOM NAME WIDTH HEIGHT THICKNESS DOOR TYPE DOOR MATFRAME

MAT HARDWAREHEAD

DETAILJAMB

DETAIL COMMENTS

115B SMALL CONFERENCE 3' - 0" 7' - 0" 1 3/4" A HM SEE NOTES 10/A3-2 11/A3-2 OFFICE LOCKSET, MATCHFINISH AND STYLE OF EXIST.ADJ. DOOR HARDWARE

115C WORK AREA 3' - 0" 7' - 0" 1 3/4" A HM SEE NOTES 10/A3-2 11/A3-2 OFFICE LOCKSET, MATCHFINISH AND STYLE OF EXIST.ADJ. DOOR HARDWARE

3" = 1'-0"A3-2

11 DETAIL @ HM DOOR JAMB

3" = 1'-0"A3-2

10 DETAIL @ HM DOOR HEAD

1" = 1'-0"A3-2

9 CASEWORK - CABINET DETAILS

3/8" = 1'-0"A3-2

2 INT ELEV @ BOOK CASE

3/8" = 1'-0"A3-2

5 INT ELEV @ SEMINAR NORTH

3/8" = 1'-0"A3-2

6 INT ELEV @ SEMINAR EAST 3/8" = 1'-0"A3-2

7 INT ELEV @ SEMINAR SOUTH

3/8" = 1'-0"A3-2

8 INT ELEV @ SEMINAR WEST

HM

HM

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GENERAL NOTES:

1. REMOVE ITEMS SHOWN AS DARK DASHED LINES, AS INDICATEDCALLED AND/OR

CALLED OUT BY (X).

2. ELECTRICAL WIRING SHOWN IS INTENDED TO SHOW RELATIVE ARRANGEMENT OF

ELECTRICAL CIRCUITS. WIRE/CONDUIT LOCATIONS TO BE DETERMINED BY THE

ELECTRIAL CONTRACTOR DURING DEMOLITION PHASE OF THE PROJECT. NOTIFY

ENGINEER OF ANY DISCREPANCIES THAT MAY AFFECT NEW WORK.

3. CONFIRM ALL CIRCUIT NUMBERS PRIOR TO COMMENCEMENT OF WORK.

4. AT CONTRACTOR OPTION; CONTRACTOR MAY REUSE EXISTING CONDUIT/WIRE

SERVING EXISTING/REMOVED LIGHTING.

KEYED NOTES:

REMOVE AND REINSTALL EXISTING SPEAKER AS REQUIRED FOR NEW LAY-IN

CEILING.

REMOVE AND REINSTALL EXISTING WIRELESS ACCESS POINT AS REQUIRED

FOR NEW LAY-IN CEILING.

1

S

EXISTING SPEAKER

(TYPICAL)

1

S

1

S

1

S

1

SS

TO PANEL 'LA'

(2ND FLOOR MECH ROOM)

CIRCUIT TO BE VERIFIED

2

J

REMOVE ALL LIGHTING AS INDICATED

REMOVE POWER WIRING & EQUIPMENT

AS REQUIRED FOR INSTALLATION

OF NEW LIGHTING SYSTEMS

WAP

WIRELESS ACCESS POINT

CEILING PROJECTOR

TO BE REMOVED BY OTHERS

PA-25,27,29

25

27

27

27

27

29

29

POWER IN CEILING

2

(X) REMOVE SURFACE

RACEWAY & RECEPTACLE

(X) REMOVE EXISTING PROJECTOR

WALL BOX

27

FIRE ALARM PANEL

MAGNETIC DOOR HOLDER - INTEGRAL WITH CLOSER

FIRE ALARM HORN AND STROBE

SMOKE DETECTOR

HEAT DETECTOR

MAGNETIC DOOR HOLDER

H

M

M

IWC

S

F

FIRE ALARM STROBE

FIRE ALARM HORN

FIRE ALARM CONTROL PANEL

FIRE ALARM - PULL STATION

DESCRIPTION

F

F

FACP

F

SYMBOL

?

FIRE ALARM

OUTLET, VOICE ONLY

OUTLET, VOICE/DATA

OUTLET, DATA ONLY

TELECOMMUNICATIONS

DESCRIPTIONSYMBOL

DISCONNECT SWITCH

DISCONNECT SWITCH - FUSED

PANEL OR LOAD CENTER

JUNCTION BOX

EQUIPMENT CONNECTION

FAN/MOTOR CONNECTION

CEILING OCCUPANCY SENSOR

CEILING OCCUPANCY SENSOR - DUAL CIRCUIT

WALL OCCUPANCY SENSOR

WALL OCCUPANCY SENSOR - DUAL CIRCUIT

DESCRIPTION

LIGHT FIXTURE (SURFACE)

LIGHT FIXTURE (RECESSED)

LIGHT FIXTURE (PENDENT)

LIGHT FIXTURE - WITH BACKUP POWER SOURCE

RECESSED FIXTURE

SURFACE MOUNTED FIXTURE

WALL MOUNTED FIXTURE

EXIT SIGN

REMOTE HEAD

EGRESS LIGHT - WALL PACK

COMBO EXIT - EGRESS WALL PACK

SYMBOL

POWER OUTLET - SIMPLEX

POWER OUTLET - DUPLEX

POWER OUTLET, GROUND FAULT INTERRUPTER

POWER OUTLET, WP

POWER OUTLET, FOURPLEX

POWER OUTET, SPECIAL (220, 208, ECT)

POWER OUTLET, RECESSED IN CEILING OR FLOOR

EXISTING DEVICE TO BE REMOVED

EXISTING DEVICE TO REMAIN

NEW DEVICE

POWER OUTLET - ABOVE COUNTER

POWER OUTLET - ## INDICATES INCHES ABOVE FLOOR

ELECTRICAL LEGEND

DEVICE & POWERMISCELLANEOUS

BRANCH CIRCUIT CONCEALED IN WALL OR CEILING

BRANCH CIRCUIT CONCEALED IN OR UNDER FLOOR

HOMERUN TO PANEL.

CIRCUIT, NUMBER OF HASH MARKS INDICATES

NUMBER OF CONDUCTORS & NEUTRAL. NO HASH MARKS

INDICATE TWO CONDUCTORS.

LIGHTING

DESCRIPTIONSYMBOL SYMBOL

SWITCH, SINGLE POLE

SWITCH, THREE WAY

SWITCH - TIMER

SWITCH - WITH PILOT LIGHT

SWITCH DIMMER

SWITCH - FAN/MOTOR - FRACTIONAL HP

SWITCH - KEYED

SWITCH - OCCUPANCY SENSOR

SWITCH - DUAL CIRCUIT OCCUPANCY SENSOR

SWITCH - OCCUPANCY SENSOR WITH DIMMING

DESCRIPTION

ELECTRICAL CONTRACTOR

ABOVE FINISHED FLOOR

EC

C CONDUIT

CIRCUITS 2,4,6

PANELBOARD BN1L,

a,b,c, etc.

BN1L-2,4,6

AG

AFF

SWITCH DESIGNATION

ABOVE GROUND

CIRCUIT DESIGNATION,

WITH

UNDER GROUND

WEATHER PROOF

NIGHT LIGHT

W/

UG

WP

NL

GENERAL CONTRACTOR

GROUND

MANUAL TRANSFER SWITCH

MECHANICAL CONTRACTOR

GC

MTS

MC

GND

ABBREVIATIONS

OUTLET, CEILING OR FLOOR

OS

OS

OS

2

OS

2

S

JJ

J

0

S

K

S

3

S

T

S

P

S

D

S

F

S

DOS

S

OS

S

2DOS

GFI

X

E

N

WP

AC

##

A/E#00-00-00

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

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SO

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AL

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OM

115

RE

NO

BID

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PPA#18-2082

Th

re

e R

ive

rs

En

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ee

rin

g,

Inc

.

ME

CH

AN

ICA

L,

EL

EC

TR

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GY

24

S.

Wil

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Av

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ST

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MT

5

97

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6-5

82

-82

88

ww

w.t

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mt

.co

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N

1/4" = 1'-0"E1-1

2LIGHTING DEMOLITION

N

1/4" = 1'-0"E1-1

1POWER DEMOLITION

E1-1

ELECTRICALDEMOLITION

AutoCAD SHX Text
M
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
N
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P
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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JOHN T.
AutoCAD SHX Text
TETRAULT
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KEYED NOTES:

1

IN CARPET RACEWAY - SEE WIRING DEVICES SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

CONNECT TO EXISTING POWER CIRCUIT ABOVE CEILING FROM REMOVED

CEILING PROJECTOR.

WAP

J

AAA

A A A

A A A

A A A

S

DO

S

DO

S

DO

SMALL

CONFERENCE

115A

WORK AREA

115B

SEMINAR ROOM

115C

SMALL

CONFERENCE

115A

WORK AREA

115B

SEMINAR ROOM

115C

S

S

SS

REINSTALLED

SPEAKER (TYP OF 4)

J

+72

1

J

2

2

PA-25,27,29

25

27

27

27

27

29

29

27

8'-0"

A/E#00-00-00

REV. DESCRIPTION DATEREVIEWED BY:DRAWN BY:

SHEET

DATE

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

SO

N H

AL

L

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OM

115

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AMJT

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PPA#18-2082

Th

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24

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5

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15

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6-5

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-82

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w.t

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mt

.co

m

N

1/4" = 1'-0"E2-1

2LIGHTING

N

1/4" = 1'-0"E2-1

1POWER

E2-1

ELECTRICAL

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TETRAULT
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10951PE
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Page 8: MONTANA STATE UNIVERSITY, BOZEMAN WILSON HALL …...m1-1 mechanical demolition & legend mechanical electrical architectural a0-1 cover sheet a1-1 code info a2-1 site information a3-1

T

RG-E

-

RG-E

-

RG-E

-

RG-E

-

REMOVE T-STAT, AC-1, ZONE #6

SEE SPECIFICATIONS FOR

AIRHANDLING UNIT CONTROL

MODIFICATIONS

2

2

2

2

2

2

1

3

3

3

3

GENERAL NOTES:

1. DEMOLITION ITEMS SHOWN AS DARK DASHED LINES OR CALLED OUT BY (X).

KEYED NOTES:

DEMOLISH HWS & HWR SECTION AS SHOWN. SEE M201 FOR NEW WORK.

DEMOLISH SUPPLY AIR BRANCH AND ASSOCIATED SUPPLY DIFFUSER. CAP

DUCTWORK AT MAIN BRANCH.

EXISTING AND ABANDONED RETURN GRILLES TO REMAIN.

1

2

3

HUMIDISTAT OR HUMIDITY SENSOR

WITH TAMPERPROOF ENCLOSURE

THERMOSTAT OR TEMPERATURE SENSOR

THERMOSTAT OR TEMPERATURE SENSOR

RETURN/EXHAUST AIR

POSITIVE PRESSURE DUCT SECTION (SUPPLY)

NEGATIVE PRESSURE DUCT SECTION

WYE STRAINER

PIPE CAP

UNION

REDUCER

T

T

H

EXISTING TO BE REMOVED

PRESSURE REDUCING VALVE

DIFFUSER MARK

MISC. AND HVAC SYMBOLS

EQUIPMENT MARK

INDICATES EQUIP#

CEILING SUPPLY DIFFUSER

ELBOW WITH TURNING VANES

(FIRST NUMBER INDICATES FACING SIDE)

CEILING RETURN/EXHAUST REGISTER/GRILLE

ROUND DUCT (18" DIA.)

SHEET METAL DUCT

MISCELLANEOUS EQUIPMENT

VERTICAL SMOKE/FIRE DAMPER

VERTICAL FIRE DAMPER

FLEXIBLE DUCT CONNECTION

SQUARE TO ROUND TRANSITION

MBH

PLUMBING & PIPING SYMBOLS

SYMBOL

HWS

LAV

HWR

HW

FD

FC

(E)

EA

PIPE TURNING UP

PIPE TURNING DOWN

SANITARY VENT

GATE VALVE OR BALL VALVE

SUPPLY AIR

ROUNDSQUARE

ABOVE GRADE SANITARY WASTE

DOMESTIC HOT WATER

DOMESTIC COLD WATER

RECIRC. HOT WATER

DESCRIPTION

HEATING WATER RETURN

HEATING WATER SUPPLY

DOMESTIC HOT WATER

FLOOR DRAIN

EXHAUST AIR

1000 BTU/HR

LAVATORY

FANCOIL

EXISTING

#

EQP

##

DIFF

###

SYMBOL

FLOW RATE

KEYED NOTE

DESCRIPTION

WATER CLOSET

VOLUME DAMPER

VENT THROUGH ROOF

VOLTAGE

SANITARY VENT

URINAL

SANITARY SEWER

VD

(X)

WC

V OR VOLT

VTR

V

UR

SS

COTG

CONT.

CONN.

EXH

DF

DDC

CWR

CWS

CO

CA

AHU

AFF

AD

AC

ABBREVIATIONS

MECHANICAL LEGEND

DRINKING FOUNTAIN

DIRECT DIGITAL CONTROL

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CLEAN OUT TO GRADE

CONTINUATION

COMBUSTION AIR

AIR HANDLING UNIT

EXHAUST

CONNECTION

CLEAN OUT

ABOVE FINISHED FLOOR

ACCESS DOOR

AIR CONDITIONING

SHOWER

SMOKE/FIRE DAMPER

SUPPLY FAN

SUPPLY AIR

ROOF DRAIN LEADER

RETURN AIR

ON CENTER

OUTSIDE AIR

NORMALLY OPEN

SK

SH

SFD

SF

SA

RM

SINK

ROOM

RDL

RA

PRV

OC

OA

NO

NORMALLY CLOSED

MOP SINK

NC

(N)

MS

NEW

HEATING WATER SUPPLY

HEATING WATER RETURN

ACID WASTE

ACID VENT

CHILLED WATER SUPPLY

CHILLED WATER RETURN

NATURAL GAS

COMPRESSED AIR

LIQUEFIED PROPANE GAS

REFRIGERANT SUCTION

REFRIGERANT LIQUID

REFRIGERANT HOT GAS BYPASS

HEAT PUMP SUPPLY

HEAT PUMP RETURN

FIRE SPRINKLER

OXYGEN

NITROGEN

NITROUS OXIDE

VACUUM

SCAVENGER VACUUM

BELOW GRADE SANITARY WASTE

BELOW GRADE STORM SEWER

ABOVE GRADE STORM SEWER

DISTILLED WATER

DEIONIZED WATER

REVERSE OSMOSIS

WELL WATER SUPPLY

WELL WATER RETURN

(EXHAUST OR RETURN)

TYPICALTYP

BDD BACKDRAFT DAMPER

FLOOR CLEAN OUTFCO

WALL CLEAN OUTWCO

ELEC. ELECTRIC/ELECTRICAL

TEMPERATURE CONTROLTC

MECHANICALMECH.

AT THIS POINT

CONNECT NEW PIPE OR DUCT TO EXISTING

RECIRCULATING HOT WATERRHW

REVERSE ACTING THERMOSTAT

T

MOTORIZED DAMPER

M

TO BE DETERMINEDTBD

FSD FIRE/SMOKE DAMPER

FIXTFIXTURE TAG

MOTORIZED BALL VALE

M

A/E#00-00-00

REV. DESCRIPTION DATEREVIEWED BY:DRAWN BY:

SHEET

DATE

SHEET TITLE

MO

NT

AN

AST

AT

E U

NIV

ER

SIT

Y

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

SO

N H

AL

L

RO

OM

115

RE

NO

BID

DO

CUM

ENTS

AMJT

02-15-2019

BO

ZE

MA

N C

AM

PU

S

PPA#18-2082

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97

15

40

6-5

82

-82

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N

1/4" = 1'-0"M1-1

1MECHANICAL DEMOLITION

M1-1

MECHANICALDEMOLITION AND

LEGEND

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HWS
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HWR
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CWR
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CWS
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CD
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HWS
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HWR
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CWR
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CWS
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CD
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V
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CW
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SS
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RHW
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HW
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SFD/FSD
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FD
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18%%c
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18x10
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HWS
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HWR
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AW
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AV
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CWR
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CWS
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LPG
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HPS
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HPR
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OX
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NO2
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VAC
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JOHN T.
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TETRAULT
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10951PE
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Page 9: MONTANA STATE UNIVERSITY, BOZEMAN WILSON HALL …...m1-1 mechanical demolition & legend mechanical electrical architectural a0-1 cover sheet a1-1 code info a2-1 site information a3-1

SMALL

CONFERENCE

115A

WORK AREA

115B

SEMINAR ROOM

115C

VAV

115A

SD-1

120

VAV

115C

VAV

115B

SD-2

300

SD-2

300

M

M

T

T

T

RG-1

300

RG-1

300

RG-2

120

FROM AC-1 ZONE 6. LOCATED

IN MECH ROOM 2119.

SEE SPECIFICATIONS FOR

MODIFICATIONS TO

AIRHANDLING UNIT

CONTROLS

1

M

GENERAL NOTES:

1. DRAWINGS ARE SCHEMATIC IN NATURE. MECHANICAL CONTRACTOR SHALL

COORDINATE DUCT AND EQUIPMENT LOCATIONS WITH OTHER TRADES AND

STRUCTURAL/ARCHITECTURAL ELEMENTS AS REQUIRED FOR COMPLETE AND

OPERATIONAL INSTALLATION OF MECHANICAL SYSTEMS.

2. BALANCE ALL AIR TERMINALS TO LISTED VALUES ON DRAWINGS.

VAV TERMINAL UNIT

M2-1

2

No Scale

VAV BOX DETAILS

MANUAL AIR VENT.

PROVIDE 1/4" BALL

VALVE WITH 12" OF

SOFT COPPER ON

OUTLET.

2-WAY NORMALLY OPEN

CONTROL VALVE

UNION (TYP)

STRAINER

HEATING WATER RETURN

HEATING WATER SUPPLY

VAV REHEAT COIL

BALL VALVE

(TYPICAL)

AUTOMATIC FLOW

CONTROL VALVE

WITH P/T PORTS

DRAIN. PROVIDE BALL

VALVE WITH THREADED

HOSE CONNECTION ON OUTLET.

T&P

PLUG

M2-1

3

No Scale

REHEAT COIL DETAIL

M2-1

1

No Scale

DIFFUSER DETAIL

GRILLES - REGISTERS - DIFFUSERS

MARK

SD-1

SD-2

RG-1

RG-E

GENERAL NOTES:

- PROVIDE DUCT TRANSITIONS AS NECESSARY

- PROVIDE LOCKING QUADRANT DAMPER AT BRANCH TAKEOFF.

- BALANCE ALL SUPPLY GRILLE/DIFFUSERS TO LISTED VALUES.

KEYED NOTES:

1.) PROVIDE WITH RUSKIN CEILING FIRE DAMPER (CFD).

MANUFACTURER

PRICE

PRICE

PRICE

EXISTING

TYPE AND

LOCATION

CEILING SUPPLY

115A

CEILING SUPPLY

115B, 115C

CEILING RETURN

115C

WALL RETURN

VARIOUS

MODEL

NUMBER

AMCD

AMCD

80

-

PATTERN &

DEFLECTION

CORE 4A

CORE 4A

-

-

-

MOUNTING

& FRAME

LAY-IN

17

LAY-IN

17

LAY-IN

F

DAMPER

TYPE

MANUAL

MANUAL

-

-

NOMINAL

SIZE

24X24

24X24

24X12

-

INLET

SIZE

6X6

10X10

-

-

COLOR

WHITE

WHITE

WHITE

-

NOTES

1

1

1

AIR TERMINAL UNIT SCHEDULE

MARK

VAV

115A

VAV

115B

VAV

115C

GENERAL NOTES:

- BASED OFF EAT OF 55°F AND EWT OF 180°F.

- DDC CONTROLS PROVIDED BY ELECTRO CONTROLS. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.

- PROVIDE VAV UNIT WITH SOUND ATTENUATOR

- SELECTION BASED ON 0.3" INLET STATIC.

SERVES

SMALL CONFERENCE

115A

WORK AREA

115B

SEMINAR ROOM

115C

MANUFACTURER

KRUEGER

KRUEGER

KRUEGER

MODEL

NUMBER

LMHS

LMHS

LMHS

UNIT

SIZE

4

7

7

AIRFLOW

MAXIMUM

CFM

150

300

300

HEATING

CFM

50

100

100

CONTROL

TYPE

DDC

DDC

DDC

HOT WATER HEAT COIL

MBH

4.5

6.0

8.9

GPM

0.6

0.6

0.9

WPD

< 2'

< 2'

< 2'

COIL

APD (IN)

0.04

0.03

0.03

ROWS

2

1

2

VAV BOX

MAX APD

(IN)

0.15

0.15

0.15

NOTES A/E#00-00-00

REV. DESCRIPTION DATEREVIEWED BY:DRAWN BY:

SHEET

DATE

SHEET TITLE

MO

NT

AN

AST

AT

E U

NIV

ER

SIT

Y

MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

MS

U -

WIL

SO

N H

AL

L

RO

OM

115

RE

NO

BID

DO

CUM

ENTS

AMJT

02-15-2019

BO

ZE

MA

N C

AM

PU

S

PPA#18-2082

Th

re

e R

ive

rs

En

gin

ee

rin

g,

Inc

.

ME

CH

AN

ICA

L,

EL

EC

TR

ICA

L,

EN

ER

GY

24

S.

Wil

ls

on

Av

e,

ST

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1

Bo

ze

ma

n,

MT

5

97

15

40

6-5

82

-82

88

ww

w.t

re

mt

.co

m

N

1/4" = 1'-0"M2-1

1

HVAC AND HYDRONIC - FIRST LEVEL

M2-1

MECHANICALFIRST LEVEL, DETAILS

AND SCHEDULES

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HWS
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HWR
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CWR
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CWS
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CD
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HWS
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HWR
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CWR
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CWS
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CD
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3/4" HWS
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3/4" HWR
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1/2" HWS
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1/2" HWR
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BAND AROUND FLEXIBLE DUCT TO METAL COLLAR (TYPICAL)
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HIGH EFFICIENCY TAKEOFF FITTING
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RIGID ROUND DUCT
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VOLUME DAMPER
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CEILING LAY-IN
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DUCT MAIN
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DIFFUSER (AS SCHEDULED)
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ADJUSTABLE SHEETMETAL ELBOW (3-PIECE MINIMUM) AT DIFFUSER
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INSULATED FLEX DUCT, MAX 6'
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FOR LAY-IN APPLICATION: SEISMIC WIRE ONE PER UNIT. ATTACH TO STRUCTURE
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ACTUATOR
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ACCESS PANEL
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DUCT MAIN
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45° TAKEOFF FITTING
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VOLUME DAMPER
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RIGID ROUND DUCT
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SUPPORT FROM STRUCTURE
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DUCT TRANSITION
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MINIMUM 4 DUCT DIAMETERS OF STRAIGHT DUCT AT INLET TO UNIT
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TETRAULT
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