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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:
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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
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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
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> 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
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
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
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:
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
SITEINFORMATION
A2-1
02.15.19
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PPA#18-2082
1" = 40'-0"A2-1
1 SITE KEY PLAN
N
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
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
DEMO, FLOOR &RCP PLANS
A3-1
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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
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.
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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
OO
M
115 R
EN
O
BID
DO
CU
MEN
TS
AuthorChecker
INTERIORDETAILS
A3-2
02.15.19
BO
ZE
MA
N C
AM
PU
S
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
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
##
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MSU-CPDCMONTANA STATE UNIVERSITY
BOZEMAN, MONTANAPHONE: 406.994.5413
FAX: 406.994.5665
Consultant #:
MS
U -
WIL
SO
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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
E A
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"E1-1
2LIGHTING DEMOLITION
N
1/4" = 1'-0"E1-1
1POWER DEMOLITION
E1-1
ELECTRICALDEMOLITION
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
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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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RO
OM
115
RE
NO
BID
DO
CUM
ENTS
AMJT
02-15-2019
BO
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N C
AM
PU
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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
E A
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"E2-1
2LIGHTING
N
1/4" = 1'-0"E2-1
1POWER
E2-1
ELECTRICAL
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
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L,
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EC
TR
ICA
L,
EN
ER
GY
24
S.
Wil
ls
on
Av
e,
ST
E A
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"M1-1
1MECHANICAL DEMOLITION
M1-1
MECHANICALDEMOLITION AND
LEGEND
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
E A
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