06 20-052_CDH_MRI Replacement_Permit Set_20210215MRI REPLACEMENT
NORTHAMPTON, MA 01060
30 LOCUST STREET
COOLEY DICKINSON HOSPITAL
Renovations for:
GI001 TITLE SHEET
GI002 INFORMATION SHEET
GC101 EXISTING CONDITIONS OVERVIEW PLAN - BASEMENT
FLOOR LEVEL
AD101 DEMOLITION PLAN
A101 PARTIAL BASEMENT FLOOR PLAN
A151 REFLECTED CEILING PLAN
A191 ROOF PLAN AND DETAILS
A201 INTERIOR ELEVATIONS AND DETAILS
A301 PARTIAL BUILDING SECTION
A302 WALL SECTION
A601 DOOR, WINDOW SCHEDULES AND WALL TYPES
AF101 ROOM FINISH SCHEDULE
AQ601 EQUIPMENT FLOOR PLAN AND SCHEDULE
S101 STRUCTURAL SLAB PLAN
S191 STRUCTURAL ROOF FRAMING PLAN
MEP001 MEP GENERAL NOTES AND CODES
MEP002 MEP ABBREVIATIONS
MEP003 MEP SYMBOL LIST
MEP004 MEP SCHEDULES AND DETAILS
MEP005 MEP DETAILS
M101 MECHANICAL PLANS
MD101 MEP DEMOLITION PLANS
E101 ELECTRICAL LIGHTING PLAN
E102 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN
PLAN
BUILDING CODES AND STANDARDS GENERAL NOTES INDEX TO DRAWINGS
CONSTRUCTION CLASSIFICATION
OCCUPANCY CLASSIFICATION
APPLICABLE CODES & STANDARDS
1.MASSACHUSETTS STATE BUILDING CODE (780 CMR); 9TH EDITION
2.INTERNATIONAL EXISTING BUILDING CODE (IEBC); 2015 EDITION
3.INTERNATIONAL MECHANICAL CODE (IMC); 2015 EDITION
4.MASSACHUSETTS PLUMBING & FUEL GAS CODE (248 CMR)
5.PORTIONS OF THE INTERNATIONAL FIRE CODE (IFC); 2015 EDITION
6.NFPA 101 LIFE SAFETY CODE; 2015 EDITION
7.INTERNATIONAL ENERGY CONSERVATION CODE (IECC); 2015 EDITION
8.MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS (521 CMR)
9.MASSACHUSETTS ELECTRIC CODE (527 CMR)
I - 2
TYPE 1A - ORIGINALLY DESIGNED AS 4-4-3 CONSTRUCTION IN
2001; MODIFICATIONS SHALL MAINTAIN EXISTING FIRE RATINGS
1.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL WORK THAT IS SHOWN ON THE CONTRACT DRAWINGS THAT IS NOT SPECIFICALLY IDENTIFIED TO BE THAT OF A SUB-CONTRACTOR, INCLUDING ALL
WORK THAT IS DESCRIBED BY THE CONTRACT DOCUMENTS THAT IS NOT IDENTIFIED AS BEING ANY SPECIFIC CONTRACTOR'S RESPONSIBILITY. THE SCOPES OF WORK OF THE INDIVIDUAL FIELD
SUB-CONTRACTORS ARE IDENTIFIED IN THEIR RESPECTIVE SPECIFICATION SECTIONS.
2.THE GENERAL CONTRACTOR WILL PROVIDE BARRICADES, TEMPORARY LIGHTS, TEMPORARY TELEPHONE SERVICE, AND CLEAN-UP SERVICE TO THE WORK AREA.
3.THE GENERAL CONTRACTOR WILL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL COORDINATE WORK ACCORDINGLY
WITH ALL SUBCONTRACTORS AND THE OWNER.
4.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN-UP AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP.
5.THE GENERAL CONTRACTOR WILL PERFORM MINOR SPACKLING AND REPAIRS TO EXISTING WALLS THROUGHOUT THE WORK AREA, AS IS REQUIRED IN PREPARATION FOR NEW FINISHES.
6.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL WORK IN ACCORDANCE WITH THE APPLICABLE STATE BUILDING CODE, CURRENT EDITION, WITH ALL OF ITS
REFERENCED PUBLICATIONS AND ALL OTHER APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND REGULATIONS.
7.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL WORK PERFORMED IS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION'S LIFE SAFETY CODE (NFPA 101),
CURRENT EDITION.
8.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS APPLICABLE TO THE SCOPE OF WORK, AS REQUIRED BY THE
OWNER, AND AS REQUIRED FOR REGULATORY COMPLIANCE.
9.THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR THE REQUIRED INSURANCES PRIOR TO STARTING THE WORK.
10.THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS, AND CERTIFICATES OF COMPLIANCE AS REQUIRED.
11.THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE OWNER'S "INTERIM LIFE SAFETY POLICY" DURING THE ENTIRE CONSTRUCTION PERIOD.
BASEMENT FLOOR LEVEL
01
2/16/2021 1:00 PMTITLE SHEET
GI001
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
ZONING DISTRICT:NOT APPLICABLEPARKING REQUIREMENTS:ADDITIONAL REQUIREMENTS:INTERIOR ELEVATION DESIGNATIONDETAIL IDENTIFICATIONSECTION DESIGNATIONROOM AND NAME NUMBERDOOR NUMBERKEY NOTEWALL TYPEHEIGHT MARKDETAIL DESIGNATIONFINISH FLOORLINEFOR FORWARD
APPROACH
FOR FORWARD
APPROACH
FOR
UNOBSTRUCTED
FORWARD OR SIDE
REACH1A101ABCD2A1021A101CONFERENCEROOM100520122CEILING HEIGHTEL. = 100'-0"36A101EXIT REQUIREMENTS:OCCUPANCY LOAD:MINIMUM EGRESS WIDTH CALCULATIONS (DOORS, RAMPS & CORRIDORS):MINIMUM EGRESS WIDTH CALCULATIONS (STAIRS):REQUIREMENTS FOR NUMBER OF WATER CLOSETS & LAVATORIES (USE GROUP XX):TRANSFERSIDEABBREVIATIONSTYPICAL FIXTURE AND MISCELLANEOUS ACCESSORY HEIGHTSCODE ANALYSISZONING ANALYSISGRAPHIC SYMBOLSON SHEET WHERE DETAIL IS TAKEN;SHEET NUMBER WHERE DRAWNDETAIL DESIGNATIONON SHEET WHERE DETAIL IS TAKEN;SHEET NUMBER WHERE DRAWNDETAIL DESIGNATIONON SHEET WHERE SECTION IS TAKEN;SHEET NUMBER WHERE DRAWNSECTION DESIGNATIONELEVATION LETTERON SHEET WHERE SECTION IS TAKEN;SHEET NUMBER WHERE DRAWNSECTION DESIGNATIONABANCHOR BOLTAAPALARM ANNUNCIATOR PANELACSTACOUSTICALA/CAIR CONDITIONERACCACCESSIBLEACTACOUSTICAL CEILING TILEADDLADDITIONALADHADHESIVEADJADJACENT, ADJOINING, orADJUSTABLEAFFABOVE FINISH FLOORAHUAIR HANDLING UNITALMALARMALTALTERNATEALUMALUMINUMAHRANCHORANODANODIZE(D)APPROXAPPROXIMATEARCHARCHITECTBBRBASEBOARD RADIATORBLBUILDING LINE or BUILDING LINEBDBOARDBKGBACKINGBLDG BUILDINGBLKBLOCKBLKGBLOCKINGBLWBELOWBOBOTTOM OFBOTBOTTOMBRGBEARINGBRKBRICKCOCENTER OFCABCABINETCF/CICONTRACTOR FURNISHED,CONTRACTOR INSTALLEDCF/OICONTRACTOR FURNISHED,OWNER INSTALLEDCGCORNER GUARDCJCONTROL JOINTCLCENTER LINECLGCEILINGCLKJCAULK(ED) JOINTCLRCLEAR (DIMENSION)CMUCONCRETE MASONRY UNITCOLCOLUMNCOMMCOMMUNICATIONCOMPCOMPACTED or COMPOSITIONCONCCONCRETECONSTRCONSTRUCTIONCONTCONTINUOUS or CONTINUECONTRCONTRACTOR or CONTRACTCONTRJCONTROL JOINTCOORDCOORDINATECTRCENTERCTRLCONTROLDDEPTHDEMODEMOLITIONDESCRDESCRIBE or DESCRIPTIONDETDETAILDFDRINKING FOUNTAINDIADIAMETERDIMDIMENSIONDISPDISPENSERDISTDISTANCEDMRDIMMERDNDOWNDRDOOR or DRAINDTLDETAILDUPLDUPLICATEDWDISHWASHERDWGSDRAWINGSDWRDRAWEREEASTEAEACHEIFSEXTERIOR INSULATION & FINISHSYSTEMEJEXPANSION JOINTELELEVATIONELECELECTRIC(AL)ELEVELEVATOREMELECTROMAGNETICEMEREMERGENCYENGRENGINEERENTRENTRANCEEOELECTRICAL OUTLETEPELECTRICAL PANELEQEQUALEQUIPEQUIPMENTETREXISTING TO REMAINEWCELECTRIC WATER COOLEREWHELECTRIC WATER HEATEREWSEYE WASH STATIONEXEXAMPLE, EXISTINGEXHEXHAUSTEXISTEXISTINGEXPEXPANSION or EXPOSE(D)EXTEXTERIOR or EXTINGUISHERFAFIRE ALARMFASFIRE ALARM STATIONFDFLOOR DRAINFDCFIRE DEPARTMENT CONNECTIONFDTNFOUNDATIONFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFF ELFINISH FLOOR ELEVATIONFHCFIRE HOSE CABINETFINFINISHFIXTFIXTUREFLFLOOR LINEFLGFLOORINGFLRFLOORFFFINISH FACEFOCFACE OF CONCRETEFOFFACE OF FINISHFOMFACE OF MASONRYFOSFACE OF STUD or SLABFOWFACE OF WALLFPFIRE PROTECTIONFRZFREEZERFTGFOOTINGFURGFURRINGFURNFURNISH or FURNITUREFVFIELD VERIFYGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGENGENERAL or GENERATORGFPGOVERNMENT FURNISHEDPROPERTYGLGLASSGLZGLAZING (GLAZE)GRDGRADEGSFGROSS SQUARE FEETGWBGYPSUM WALL BOARDGYPGYPSUMHHIGHHAZHAZARDHCHANDICAPPEDHDRHEADERHSHAND SINKHTHEIGHTHMHOLLOW METALHWTHOT WATER TANKHVACHEATING, VENTILATING & AIRCONDITIONINGIINSULATE(D)IDINSIDE DIAMETER or DIMENSIONIHMINSULATED HOLLOW METALISINSULATED STEELININCHINCLINCLUDEINFOINFORMATIONINSULINSULATIONINTINTERIORJANJANITORJSTJOISTJT (OR J)JOINTK(12)KICKPLATE (HEIGHT")LAMLAMINATELAVLAVATORYLDRLEADERLLLEAD LINE(D)LTLIGHTLTGLIGHTINGMASMASONRYMATLMATERIALMAXMAXIMUMMBRMEMBERMEMECHANICAL ENGINEERMECHMECHANICALMEMBMEMBRANEMEPMECHANICAL, ELECTRICAL,PLUMBINGMFDMANUFACTUREDMFRMANUFACTURERMIDMIDDLEMINMINIMUMMODMODIFYMTMOUNTMTDMOUNTEDMTGMOUNTING or MEETINGMTLMETALMINMINIMUMMISCMISCELLANEOUSMOMASONRY OPENINGMULLMULLIONMWMICROWAVENNORTHNANOT APPLICABLENENOT EXCEEDINGNICNOT IN CONTRACTNONUMBERNOMNOMINALNSFNET SQUARE FEETNTSNOT TO SCALEOOXYGENOCON CENTEROCCOCCUPANT or OCCUPYOF/CIOWNER FURNISHED, CONTRACTORINSTALLEDOF/VIOWNER FINISHED, VENDORINSTALLEDOHOVERHANGOPNGOPENINGOPPOPPOSITEPBPANIC BUTTON or PUSH BARPCPIECEPLPROPERTY LINEPBDPARTICLE BOARDPENPENETRATE or PENETRATIONPERMPERMANENTPERPPERPENDICULARPHPHASEPLBGPLUMBINGPLAMPLASTIC LAMINATEPLASPLASTERPRPAIRPSPULL STATIONPTPAINTPTACPACKAGED THERMAL AIRCONDITIONERPTDPAINTEDPTNPARTITIONPVGPAVINGPLYWDPLYWOODPWRPOWERRCPREFLECTED CEILING PLANRDROOF DRAIN or ROADRECTRENTANGLEREFREFERENCE or REFRIGERATORREINFREINFORCEREMREMODELREPREPAIRREPLREPLACEREQREQUIREREQDREQUIREDRGHROUGHRMROOMRNDROUNDROROUGH OPENINGRTUROOF TOP UNITSSOUTHSCSOLID CORESCHEDSCHEDULESCWSOLID CORE WOODSECTSECTIONSFSQUARE FOOTSIMSIMILARSKSKETCHSMSURFACE MOUNT(ED)SPECSPECIFICATION(S)SQSQUARESSSTAINLESS STEEL or SOLID SURFACESTSTAIR(S) or STREETSTDSTANDARDSTLSTEELSTORSTORAGESTRUCTSTRUCTURALSUSPSUSPEND(ED)SWSWITCHSYSSYSTEMTTEMPEREDTOTOP OFTELETELEPHONETEMPTEMPERATURE or TEMPORARYTHKTHICKTITEMPERED INSULATEDTLTTOILETTYPTYPICALTOCTOP OF CONCRETETOF TOP OF FOUNDATIONTOPOTOPOGRAPHYTOS ELTOP OF STEEL ELEVATIONTOS TOP OF SLAB or STEELTOW ELTOP OF WALL ELEVATIONUODUNDERSIDE OF DECKUNOUNLESS NOTED OTHERWISEURURINALVACVACUUMVERTVERTICALVESTVESTIBULEVF/CIVENDOR FURNISHED,CONTRACTOR INSTALLEDVIFVERIFY IN FIELDVTRVENT THROUGH ROOFWWEST or WIDEW/WITHW/INWITHINW/OWITHOUTWCWATER CLOSETWDWOOD or WATER DISPENSERWDWWINDOWWHWALL HUNG or WATER HEATERYDYARD14WG(THICKNESS") WIRE GLASS14T(THICKNESS") TEMPERED GLASSFINISH FLOORLINEFINISH FLOORLINE℄℄℄℄TRANSFERSIDE℄℄℄HIGHESTOPERABLEPART36"x48" CLRFLR SPACE60" DIA(MIN)15"-48"
MIN. MAX.17"-25"36" MAX TO
SPOUT OUTLET
27" MIN KNEE
CLEARANCE
48"
MAX
48"
MAX.17" MIN34" MAX
TO RIM
15"-48"
MIN MAX
36"36"15"
MIN
29" MIN
27" CLR
40" MAX TO BO
REFLECTING SURFACE
30"-42"
20"
MAX
2'-0"
MAX.
80"-96" AFF42"-48"
4'-0"
MAX.8" MIN6" MAX.TOE CLEARANCE6" MAX TOECLEARANCESEEPLAN9" MIN TOE
CLEARANCE
17" MIN
5" MAX15" MIN8" MIN KNEECLEARANCE27" MIN KNEE CLEARANCE
36" MAX TO SPRAY HEAD
48" MAX
4'-0"
MAX.
48"
MAX
34" MAX TO HIGHEST
PART OF WORK
SURFACE IN DOWN
POSITION
27" MIN TO BTM OF
WORK SURFACE
17" - 25"KNEE CLEARANCE< or = 25" DEEP
44" MAX TO HIGHEST
PART OF LATCH
33" MIN -
36" MAX7" MIN -9" MAX15" MIN -48" MAX 12" MAX42" MIN6"13-1/2"MIN17" MIN -
19" MAX
18"42" MIN54" MIN17" MAX
TO RIM
44" TYP 5'-6" MIN6'-0" MIN 18"3'-0" MIN36"24"12"36"12"60"60"
6"EQEQ2'-5"3'-0"
74" MIN TO TO
REFLECTING
SURFACE
9" MIN TOE
CLEARANCE
33" MIN -
36" MAX
3'-0"
17" MIN -
19" MAXPRINCIPAL USE:ZONING RESTRICTIONS RELATIVE TO USE:NOT APPLICABLENOT APPLICABLEINSULATE ALL PLUMBINGLAVATORY GUARDFIRE HORN AND STROBEPer NFPA 72 the lens of thestrobe shall be no less than 80"& no greater than 96" AFF. Whenceiling heights do not allow for amin height of 80", strobes shallbe mounted within 6" of ceilingPUBLIC TELEPHONEThe highest operable part of telephone,including dial, handset and coin depositslots shall be within the reach rangesspecified in ABA Section 30830"x48" CLR FLR SPACE(FORWARD APPROACH)PUBLIC TELEPHONE(PLAN)CLOTHES HOOK/RODAccessible storagespaces shall be within atleast one of the reachranges specified in ADASection 308DUPLEX ORQUADRUPLEXRECEPTACLELAVATORYLAVATORY FORWARDAPPROACH (PLAN)DRINKING FOUNTAINWALL & POST MOUNTEDCANTILEVERED UNITSACCESSIBLEDRINKING FOUNTAINMINIMUM ACCESSIBLESHOWER CONFIGURATION(PLAN)SOAP DISPENSER NAPKIN/TAMPONVENDORPAPER TOWELDISPENSERFIRE ALARMPULL STATIONThe distance from anexit door to a manualpull station must notexceed 5'-0"OPTIONAL POSTOR BASE30"X48" CLR FLR SPACE(FORWARD APPROACH)SINKSPOUTLOCATIONMIRRORUNCHANGEDUNCHANGEDUNCHANGEDNOT APPLICABLE; UNCHANGEDSTAIRS: NOT APPLICABLE; NO STAIRS IN PROJECT AREA (SEE INTERNATIONAL BUILDING CODE 1011.2)RAMPS: NOT APPLICABLE; NO RAMPS IN PROJECT AREA (SEE INTERNATIONAL BUILDING CODE 1020.2)EMERGENCYEYE WASH/ SHOWER30"x48" CLEARFLOOR SPACEEMERGENCYEYE WASH/ SHOWER(PLAN)PAPER TOWEL DISPENSER& WASTE RECEPTACLEFOLD DOWN SEATAS REQUIREDBABY CHANGING TABLE(FRONT)BABY CHANGING TABLE(SIDE)30"x48" MIN CLEARFLOOR SPACETOILET TISSUEDISPENSERMount on side wall closestto water closet; shall not belocated behind grab barTOILET SIDE WALLGRAB BARSGrab bars shall be between114" & 112" in diameter & located112" clear from wallTOILET REAR WALLGRAB BARSGrab bars shall be between114" & 112" in diameter & located112" clear from wallTOILET(SIDE ELEVATION)TOILET(FRONT ELEVATION)*Flush controls shall be locatedon the open side of water closetor directly behind the toiletURINALFlush controls shall be within reachrange per ADA Section 308*Flush controls shall be located on theopen side of urinal or directly behindURINAL(PLAN)SIDE WALLREQUIRED CLEARANCEAT TOILET30"x48" CLEARFLOOR SPACECLEAR FLOORSPACEPREFERREDLOCATION ISBELOW GRABBAR @ 2'-0" AFFTO CENTER OFDISPENSERREAR SWING-UPGRAB BAR(REQ'D IN CT)OPEN SIDESIDE SWING-UPGRAB BAR(REQ'D IN CT)CIRCULAR SPACEThis space shall bepermitted to include knee& toe clearance complyingwith ADA Section 308T-SHAPED SPACEThis space shall be permitted toinclude knee & toe clearancecomplying with ADA Section 308 onlyat the end of the base or one armNURSE CALL LIGHTNURSE CALL LIGHT;SEE ELEC. DWGS.30"x48" CLEARFLOOR SPACE1.CONTROLS/OPERATING MECHANISMS MUST BE PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN ADA SECTION 308.2.UNLESS NOTED OTHERWISE, DIMENSIONED REACH RANGES ARE GIVEN TO HIGHEST/LOWEST OPERABLE PART.3.REQUIRED CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES, & TURNING SPACES SHALL BE PERMITTED TO OVERLAP.4.DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.5.DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.6.ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF ADA AND ALL LOCAL CODES.7.ALL MASSACHUSETTS WORK TO COMPLY WITH CURRENT EDITION OF MA AAB.FIRE EXTINGUISHERCABINETMIRRORMirrors not located above lavatoriesshall be installed with the bottomedge of the reflecting surface max35" aff per ADA 603.3OPEN SIDEOPEN SIDEHIGHESTOPERABLEPART30"-42"HIGHESTOPERABLEPART30"-42"HIGHESTOPERABLEPARTHIGHESTOPERABLEPARTNOTES:BABY CHANGING TABLE(PLAN)2/16/2021 1:29 PM
INFORMATION SHEETGI002GSSEAL:MARKDATEISSUE-02/15/2021PERMIT SETPROJECT NO:PROJECT ARCHITECT:PROJECT MANAGER:DRAWN BY:DATE:COPYRIGHT:20-052DHDH02/03/2021SHEET TITLE:CONSULTANT:64 GOTHIC STREET, SUITE 1NORTHAMPTON, MA 01060T 413.585.1512 F 413.586.7945www.haiarchitecture.comH AIArchitecture, Inc.PROJECT:MRI ReplacementBasement Floor LevelCooley Dickinson Hospital30 Locust StreetNorthampton, MA 01060Renovation for:
FD
FD
FD
FDVC FDVCMGCVXFC
FD XFCXFCFD
FD
FD
FD
FD
FDFD
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦TREATMENTROOM
B-45
DARKROOM
B-46 CONTROLROOM
B-47
CLEAN
B-55
CONTROL
B-44
EXAM
B-40
EXAM
B-39
CORRIDOR
B-43
CAST
B-41 PLANNING
B-42
CORRIDOR
B-51
THERAPISTOFFICE
B-37
THERAPIST
OFFICE
B-38
PHYSICISTOFFICE
B-54
EQUIPMENTROOM
TOILET
B-53A
TOILET
B-52 LOCKERS
B-53LOUNGE
CORRIDOR
B-50
RAD.STORAGE
B-49
X-RAY
B-48
EQUIPMENT
STORAGE
B-17
CORRIDOR
CORRIDOR
B-24A
EQUIPMENTROOM
B-21
CORRIDOR
B-24
STAIRSELEVATORELEVATORELEVATOR
SOILED
UTILITY
B-26
STORAGE
B-25
MEDICALRECORDS
CORRIDOR
B-57
CORRIDOR
B-200
SOILED
UTILITY
B-22
GENERATORROOM
B-20
TRANS.VAULT
B-23
ENVIRONMENTAL
STORAGE
FD
PASS
ELEVATORLOBBY
B-202
F.E.
CABINET
PUBLICTOILET
PUBLICTOILET
B-201
RADIATIONPROTECTION
GENERALSTORAGE
B-64STOREROOM
B-67
GENERALSTORAGE
B-61
CORRIDOR
CORRIDOR
B-68CARPENTRY
B-63
ICEMACHINE
B-62
CARPSTORAGE
B-75
STOREROOM
B-72
MEN
TOILET
B-73
PREPARATIONAREA
B-79
RAMP
UP
STAIRS
RAMP UP TUNNEL RAMP UP
SOILED LINENSTORAGE
B-93
LOADING DOCK
MEATSTORAGE
B-78
RAMP ON
ELEVATOR
STOREROOM
B-60
TEMPORARY
STORAGE
B-83
STOREROOM
B-74
STOREROOM
B-76
STAIRS
CONFERENCEROOM B
B-251
VIEWINGFILM CONTROL
CORRIDOR
B-256 CATHLAB
SOILEDUTILITY
SCRUB
PASS
F.E. CABINETLOCKERROOM
LOCKERROOM
VESTIBULE STAFFTOILET
PASS
MEDS
CORRIDOR
HOUSEKEEPING
PASS
WORKAREA
NOURISH.
PREP/RECOVERYPREP/RECOVERYPREP/RECOVERY
PATIENTTOILETCLEANSUPPLY
TELE/COMM
ELEC.
B-229
EMERGENCY
ELEC.
B-261
STAIRS
B-258
MECHANICALROOM
B-228
AREAWAY
AREAWAY
ACCESS
AREAWAY
DECONTAMINATIONSOILED WORKROOM
B-227
SOILED CARTSTAGING AREA
B-226
EQUIPMENTWASH
B-224
HOUSEKEEPING
B-225
EQUIPMENTSTORAGE
B-205
LINEN
STERILIZERSSTEAM
B-212
MALELOCKERS
MALETOILETFEMALETOILET
B-220
FEMALE
LOCKERS
B-222
SHOWER
B-218
CORRIDOR
B-217
OFFICE
B-208
HOUSEKEEPING
B-243
DISPATCHOFFICE
B-206
SERVICE
ELEVATOR
ELEVATOR ELEVATOR
SERVICE ELEVATOR
LOBBY
B-204
AREAWAY
COMMUNICATIONS
B-260 PBDSSTORAGE
B-209
SORTING &PACKING
B-215
CENTRAL STERILEPROCESSING
OFFICE
B-06
OFFICE
B-07
OFFICE
UTIL
B-5D
STORAGE
B-5C BATH
ROOM
B-5B
LOCKERS
B-5A
PROCESSEDSTORES
B-211
LINEN
STORAGE
B-56
LINENSTORAGE
B-58
RAMP UPPAINTSTORAGE
B-66
CARPENTRYSTORAGE
B-69
SOILEDLINEN
B-257
LOUNGE
B-210
STORAGE
B-254
EQUIPMENT
B-255RAMP UP1:12 SLOPE MAX. TYP.RAMP UP
1:12 SLOPE MAX. TYP.
CRAWL SPACE
STORAGE
B-70
B-71A
MECHANICAL
B-71B
B-71C
CORRIDOR
B77A
CORRIDOR
B-94
B-71
B-82
B-80
B-81
B-27
B-28
B-15
CORRIDOR
B-16
B-18
B-19
OFFICE
B-05
B-59
EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL
EL
F. E.CAB.
F.F. ELEV. = 218'-11"
MRIROOM
B-128
MRIEQUIPMENT
B-127
CORRIDORB-125
MRICONTROLB-124
F.F. ELEV. = 218'-6"
PATIENTHOLDINGB-122
C.G.
C.G.
STAFFWORK ROOM
B-123
SOILEDHOLDINGB-107
CORRIDORB-119
FEMALELOCKERB-109
BENCHCHANGINGB-108
BENCH BENCH
CHANGINGB-110
BENCHMALELOCKERB-111
C.G.
C.G.
F. E.CAB.
PATIENTWAITINGB-118
PATIENTTOILETB-102
STAFFTOILETB-101
CORRIDORB-103
STAFFROOMB-100
JANITORCLOSETB-104
VIEWER
VIEWER
RADIOLOGY OFFICE/READINGB-105
CLEANUTILITYB-106
PRINTSHOPB-63
F.F. ELEV. = 218'-6"
F.F. ELEV. = 218'-11"
MECHANICALROOMB-113
F.F. ELEV. = 218'-6"
ELECTRICALROOMB-112
SCHEDULING/RECEPTIONB-114
CONFERENCE/CONSULTB-120
PATIENTINTERVIEWB-110
F.F. ELEV. = 218'-11"
F.F. ELEV. = 218'-11"
F.F. ELEV. = 218'-5 3/4"F.F. ELEV. = 218'-6"
VESTIBULEB-115
TOILETB-117
LINE OF ROOM ABOVE
ENTRANCEB-116
CONTROLROOMB-71E
B-71D
MEDICALRECORDS
B-77
F.F. ELEV. = 219'-11"
RAMPDN
ELECTRICAL
MANHOLE
EXISTING 13,800V ELECTRICAL
UNDERGROUND MAIN, APPROX.
5'-0" BELOW GRADE
A C D E F
6
5
4
3
2
1
B
33'-0"16'-3"14'-512"4'-0"16'-0"CRAWL SPACE
STORAGE
DN
17'-0"19'-7"28'-7"15'-9"PLANNORTHEXISTING CONDITIONS OVERVIEW FLOOR PLAN
SCALE: 1/16" = 1'-0"
PROJECT AREA ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦SEPSEPSEPSEPSEPSEP SEP SEP SEPSEPSEPSEPSEPSEPSEP SEP SEP SEPSEPSEP SEP SEP SEP SEP SEP SEPSEPSEPSEPSEP SEP SEP SEP SEP
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEP SEP SEP SEP SEP SEP SEP
SEPSEPSEP SEP SEP SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEP♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦SEPSEPSEPSEPSEPSEPSEPSEPSEPSEP♦♦♦♦2/16/2021 1:27 PMEXISTING CONDITIONS
OVERVIEW FLOOR PLAN
GC101
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
STOREROOM
B-74
STOREROOM
B-76
STAIRS
F. E.
CAB.
F.F. ELEV. = 218'-11"
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
MRI
CONTROL
B-124
F.F. ELEV. = 218'-6" (+/-0'-0")
PATIENT
HOLDING
B-122
C.G.
C.G.
STAFF
WORK ROOM
B-123
SOILED
HOLDING
B-107
CORRIDOR
B-119
FEMALE
LOCKER
B-109
BENCHCHANGING
B-108
BENCH BENCH
CHANGING
B-110
BENCHMALE
LOCKER
B-111
C.G.
C.G.
F. E.
CAB.
PATIENT
TOILET
B-102
STAFF
TOILET
B-101
CORRIDOR
B-103
VIEWER
CLEAN
UTILITY
B-106
ELECTRICAL
ROOM
B-112
SCHEDULING/
RECEPTION
B-114
CONFERENCE/
CONSULT
B-120
PATIENT
INTERVIEW
B-110
B-77
F.F. ELEV. = 219'-11"
RAMP
DN
A C D
C.G.C.G.
C.G.
6
5
4
2
PROJECT AREA
F
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPREMOVE (SALVAGE FOR FUTURE RE-INSTALLATION)
PORTION OF EXISTING ALUMINUM COMPUTER TYPE
FLOORING; REMOVE ALL UTILITIES TO MRI EQUIPMENT
ROOM
3'-212"12'-11"REMOVE (SALVAGE FOR FUTURE RE-INSTALLATION)
PORTION OF EXISTING ALUMINUM COMPUTER TYPE
FLOORING
18
18
18
18 18
18
18
18
18
18
18 18
18
18
18
1818
18
18
18
18
7'-1"2 3 2 3
8
9
REMOVE PORTION OF EXISTING
ALUMINUM COMPUTER TYPE FLOORING
AS REQUIRED TO ACCOMMODATE NEW
SLAB INFILL FOR RF GRADIENT CABINET,
UPS, AND UPS BATTERY CABINET;
CONTRACTOR TO VERIFY DIMENSIONS IN
FIELD. PROTECT OR OTHERWISE REMOVE
AND REPLACE EXISTING RAISED FLOOR
SYSTEM DURING CONSTRUCTION
OPERATIONS (TYPICAL).
9A
TP TP TP
TPTPTPTPTPTPTPTPTPTPTPTP TP TP
2 3
2 3
2 3
PLANNORTHDEMOLITION PLAN
SCALE: 1/4" = 1'-0"
19
19
TP TP TP TP TP TP TP TP
REMOVE EXISTING MEDICAL GAS LINES, VALVES, ACCESSORIES, ETC FROM ALL WALLS OR
CEILINGS THAT ARE SCHEDULED TO BE DEMOLISHED. REMOVE THE ASSOCIATED PLUMBING
BACK TO THE NEAREST APPROPRIATE CONCEALED AREA. PROVIDE VALVE AND CAP THE
LINES. SEE PLUMBING PLANS FOR FURTHER INFORMATION. COORDINATE WORK WITH THE
OWNER.
REMOVE EXISTING PLUMBING FIXTURES (SINK, WATER CLOSETS, SHOWERS, ETC) AND ALL
ACCESSORIES. REMOVE ALL PLUMBING LINES (HOT AND COLD WATER, WASTE AND VENT) TO
NEAREST CONCEALED AREA (WALL, FLOOR, CEILING OR CHASE). PROVIDE VALVE AND CAP AT
APPROPRIATE SOURCE. COORDINATE WITH OWNER'S REPRESENTATIVE FOR ACCEPTABLE
CAP AND VALVE LOCATIONS. PATCH DISTURBED AREAS TO MATCH EXISTING AND NEW WORK.
EXISTING PLUMBING FIXTURES TO BE REMOVED SHALL BE REMOVED TO THE OWNER'S
STORAGE.
REMOVE EXISTING LATH AND PLASTER CEILING. PREPARE TOPS OF WALLS AT REMOVED
CEILING FOR SMOOTH TRANSITION TO NEW EXTENSION OF WALLS TO STRUCTURE ABOVE.
REMOVE ANY ELECTRICAL DEVICES, (OUTLETS, SWITCHES, LIGHT FIXTURES, CLOCKS, ETC)
WHERE REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. ALSO REMOVE ALL RELATED
WIRING AND CONDUIT, EXCEPT WHERE THE CONDUIT IS SCHEDULED TO REMAIN FOR REUSE.
REMOVE THE CONDUIT AND WIRING BACK TO THE NEAREST CONCEALED AREA (WALL, FLOOR,
CEILING OR CHASE) AND DISCONNECT THAT CIRCUIT FROM THE BUILDING'S POWER SYSTEM.
SEE ELECTRICAL PLANS FOR EXACT LOCATIONS OF ELECTRICAL DEVICES TO BE REMOVED.
PATCH AND REPAIR SURFACES AS REQUIRED TO MATCH EXISTING AND NEW WORK. EXISTING
ELECTRICAL DEVICES AT EXISTING WALLS TO REMAIN (TYPICAL)
REMOVE WALL COVERING, WHERE PRESENT, INCLUDING CERAMIC TILE AND/OR SPECIALTY
PANELS. CLEAN AND PREPARE EXISTING SUBSTRATE AND PATCH HOLES AS REQUIRED TO
FACILITATE INSTALLATION OF NEW FINISH AS SPECIFIED IN THE FINISH SCHEDULE.
REMOVE EXISTING DOORS AND DOOR FRAMES AS SCHEDULED. PATCH AND REPAIR WALLS,
FLOORS AND CEILINGS TO MATCH EXISTING AND NEW WORK AS SCHEDULED. RELOCATE AND
REFINISH/RECONDITION DOORS THAT ARE SCHEDULED TO BE RELOCATED IN THE DOOR
SCHEDULE.
REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM, INCLUDING ALL TILES, GRIDS,
HANGERS, AND TRACKS. PATCH & REPAIR WALLS AS REQUIRED TO MATCH NEW & EXISTING
WORK TO REMAIN - REFER TO MEP DRAWINGS FOR ADDITIONAL ASSOCIATED ITEMS.
REMOVE EXISTING BASE (VINYL, TILE, ETC). CLEAN AND PREPARE THE EXISTING SUBSTRATE
AS REQUIRED TO FACILITATE THE INSTALLATION OF NEW BASE. SEE ROOM FINISH SCHEDULE
FOR NEW BASE TYPE.
REMOVE EXISTING FLOOR COVERING (VINYL, TILE, ETC); PATCH AND REPAIR FLOOR AS
REQUIRED. CLEAN AND PREPARE THE EXISTING SUBSTRATE AS REQUIRED TO FACILITATE THE
INSTALLATION OF NEW FLOOR COVERING. (SEE ROOM FINISH SCHEDULE FOR NEW FLOOR
COVERING). NOTE: ALL FLOORS IN ROOMS OR AREAS THAT ARE SCHEDULED TO RECEIVE NEW
FLOOR COVERING WILL HAVE THE EXISTING FLOOR COVERING REMOVED IN THAT AREA,
UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR TO ENSURE THAT THE FLOOR IS LEVEL
PRIOR TO INSTALLING NEW FLOORING.
REMOVE EXISTING CABINET WORK, COUNTERS, SHELVING, EQUIPMENT AND OTHER BUILT-IN
ITEMS AS SHOWN OR OTHERWISE CALLED OUT TO BE REMOVED. PATCH SURFACES AS
REQUIRED TO RECEIVE NEW FINISH SURFACES.
WHERE EXISTING PARTITIONS, OR PORTIONS OF SAME, ARE REMOVED, TO ACCOMMODATE
NEW DOORS OR WINDOWS, COUNTERS, OR CABINETS BECAUSE OF DEMOLITION, PATCH AND
REPAIR WALLS, FLOORS, AND CEILINGS TO MATCH EXISTING AND NEW WORK AS SCHEDULED.
WHERE EXISTING CMU WALLS ARE REMOVED TO ACCOMMODATE NEW DOORS OR WINDOWS,
PROVIDE NEW LINTELS OVER THE OPENING AS REQUIRED. SEE LINTEL SCHEDULE. LEAVE
JAMBS CLEAN AND SQUARE FOR APPLICATION OF NEW DOOR OR WINDOW FRAME.
PROVIDE TEMPORARY DUSTPROOFING PARTITIONS AT ALL EXISTING AREAS THAT ABUT THE
WORK AREA AND WHERE INDICATED ON THE DRAWINGS. TEMPORARY PARTITIONING SHALL BE
LOCKABLE, AND SHALL EXTEND FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SEE
DRAWINGS FOR LOCATIONS. CONTRACTOR TO USE RIGID TEMPORARY PARTITION (MODULAR
SYSTEM) AS APPROVED BY OWNER.
THE FOLLOWING DEMOLITION NOTES REFER ONLY TO THE GENERAL SCOPE OF DEMOLITION
REQUIRED TO COMPLETE THIS PROJECT, AND MAY NOT SPECIFICALLY IDENTIFY EACH AND EVERY
COMPONENT OF AN ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING SYSTEM OR
ASSEMBLY (WHETHER DESIGNATED ON THE DEMOLITION PLAN(S) OR NOT). THE GENERAL
CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL BE REQUIRED TO REMOVE/DEMOLISH
INCIDENTAL ITEMS THAT MAY BE CONSTRUED TO BE RELEVANT TO THE SCOPE OF DEMOLITION
SHOWN ON THE DEMOLITION PLAN(S), OR REQUIRED TO COMPLETE THE NEW WORK. THE GENERAL
CONTRACTOR SHALL BE REQUIRED TO DEMOLISH SPECIFIC ITEMS, WHETHER OR NOT THEY ARE
SPECIFICALLY INDICATED.
THE GENERAL CONTRACTOR SHALL BE REQUIRED TO CUT ALL HOLES IN FLOORS, WALLS, CEILINGS,
ETC AS REQUIRED FOR MECHANICAL OR ELECTRICAL WORK IDENTIFIED IN THE CONTRACT
DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DUCTWORK, HYDRONIC PIPING, FIRE SUPPRESSION
PIPING, PLUMBING PIPING, AND/OR ELECTRICAL CONDUIT FOR POWER / DATA / LOW VOLTAGE /
SPECIALTY SYSTEMS). GENERALLY, THESE PENETRATIONS ARE NOT SHOWN ON THE CONTRACT
DRAWINGS; HOWEVER, THE GENERAL CONTRACTOR (OR APPROPRIATE SUBCONTRACTOR) SHALL BE
RESPONSIBLE FOR CORING OPERATIONS, AND SLEEVING PENETRATIONS WHERE REQUIRED, WITH A
MATERIAL THAT IS SUITED TO THE TYPE OF PENETRATION AND RATING OF THE ASSEMBLY BEING
PENETRATED. THE GENERAL CONTRACTOR SHALL BE REQUIRED TO PATCH AND REPAIR ALL
DAMAGED SURFACES TO MATCH EXISTING AND/OR AS REQUIRED BY THE NEW WORK.
1
REMOVE EXISTING INTERIOR WINDOW ASSEMBLIES INCLUDING INTERIOR TRIM AS
SCHEDULED. PATCH AND REPAIR WALLS, FLOORS, AND CEILING TO MATCH EXISTING AND NEW
WORK AS SCHEDULED.
IN ALL AREAS WHERE DEMOLITION OCCURS REFER TO M/E/P DRAWINGS FOR SPECIFICS
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, IMMEDIATELY
NOTIFY OWNER AND COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES
CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL
POLLUTION.
REMOVE PORTION OF EXISTING PARTITIONS (INCLUDING ALL ELECTRICAL DEVICES AND
WIRING, PLUMBING FIXTURES AND PIPING AND ANY OTHER ITEMS MADE OBSOLETE BY THE
REMOVAL OF THE PARTITION), CHASES, DOORS, FRAMES AND MISCELLANEOUS
CONSTRUCTION ITEMS. PATCH AND REPAIR WALLS, FLOORS, CEILINGS TO MATCH EXISTING
AND NEW WORK AS SCHEDULED.
REMOVE EXISTING MRI EQUIPMENT AND ALL ASSOCIATED ASSEMBLIES AND COMPONENTS.
SEE M/E/P/FP DRAWINGS FOR ADDITIONAL INFORMATION, AND REFER TO GE HEALTHCARE
SIGN ARTIST IPM FINAL STUDY DRAWINGS (DATED 17/DEC/2020) FOR ASSOCIATED EQUIPMENT
PREPARATIONS.
REMOVE EXISTING FIRE PROTECTION PIPING AND HEADS AS REQUIRED TO SUIT NEW WORK.
EXTEND AND/OR RECONFIGURE PIPING AS REQUIRED - SEE FIRE PROTECTION DRAWINGS FOR
FURTHER INFORMATION. COORDINATE ANY REQUIRED SHUT DOWNS WITH THE OWNER.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
12 14 17
16
13 15
REMOVE EXISTING RAISED ACCESS FLOOR FOR NEW WORK; MODIFY AS REQUIRED.19
REMOVE EXISTING HVAC DUCTWORK VALVES, CONTROLS, WIRING, THERMOSTATS, DUCT
HANGERS, RADIATORS, RADIATOR ENCLOSURE COVERS AND ALL EQUIPMENT ACCESSORIES,
ANY MISCELLANEOUS HVAC ACCESSORIES THAT REQUIRE REMOVAL WITH THE DEMOLITION
OF WALLS AND/OR CEILINGS. REMOVE THE DUCTWORK AND PIPING BACK TO THE NEAREST
APPROPRIATE CONCEALED AREA AND CAP THE DUCTS AND LINES IN QUESTION. PATCH AND
REPAIR SURFACES AS REQUIRED TO MATCH EXISTING AND NEW WORK AND MAINTAIN
REQUIRED FIRE RATINGS. SEE HVAC DRAWINGS FOR FURTHER INFORMATION. COORDINATE
WITH OWNER'S REPRESENTATIVE FOR INFECTION CONTROL POLICIES.
REMOVE EXISTING TEL/DATA LINES, RECEPTACLES, AND/OR DEVICES WHERE REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION. ALSO REMOVE ALL RELATED WIRING AND CONDUIT,
EXCEPT WHERE THE CONDUIT IS SCHEDULED TO REMAIN FOR REUSE. REMOVE THE CONDUIT
AND WIRING BACK TO THE NEAREST CONCEALED AREA (WALL, FLOOR, CEILING OR CHASE)
SEE ELECTRICAL PLANS FOR EXACT LOCATIONS OF TELE/DATA DEVICES TO BE REMOVED.
PATCH AND REPAIR SURFACES AS REQUIRED TO MATCH EXISTING AND NEW WORK.
DEMOLITION KEYNOTES
TEMPORARY DUSTPROOFING PARTITION
EXISTING CONSTRUCTION
DEMOLITION
LEGEND
TP TP TP
X
KEYED DEMOLITION NOTES
TEMPORARILY REMOVE EXISTING EXTERIOR WINDOW SYSTEM TO ALLOW FOR THE REMOVAL
OF EXISTING MRI, INSTALLATION OF NEW MRI AND ALL REQUIRED RIGGING; VERIFY OPENING
REQUIRED WITH VENDOR/GENERAL CONTRACTOR. GC SHALL PROTECT WINDOW SYSTEM FOR
RE-INSTALLATION AND REPLACE ANY PORTIONS OF THE EXISTING WINDOW SYSTEM
(INCLUDING WINDOW FILM) IF DAMAGED DURING CONSTRUCTION OPERATIONS.
9A
2/16/2021 2:27 PMDEMOLITION PLAN
AD101
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
STOREROOM
B-74
STOREROOM
B-76
STAIRS
F. E.
CAB.
F.F. ELEV. = 218'-11"
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
MRI
CONTROL
B-124
F.F. ELEV. = 218'-6" (+/-0'-0")
PATIENT
HOLDING
B-122
C.G.
C.G.
STAFF
WORK ROOM
B-123
SOILED
HOLDING
B-107
CORRIDOR
B-119
FEMALE
LOCKER
B-109
BENCHCHANGING
B-108
BENCH BENCH
CHANGING
B-110
BENCHMALE
LOCKER
B-111
C.G.
C.G.
F. E.
CAB.
PATIENT
TOILET
B-102
STAFF
TOILET
B-101
CORRIDOR
B-103
VIEWER
CLEAN
UTILITY
B-106
ELECTRICAL
ROOM
B-112
SCHEDULING/
RECEPTION
B-114
CONFERENCE/
CONSULT
B-120
PATIENT
INTERVIEW
B-110
B-77
F.F. ELEV. = 219'-11"
RAMP
DN
A C D
PLANNORTHPARTIAL BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
28'-7"1'-0"1'-7"1'-0"C.G.C.G.32'-0"16
A301
16
A301
25'-9"24'-3"9'-11"1'-0"17'-5"2'-0"C.G.
6
5
4
2
ISOCENTER
9'-0"15'-3"8'-11"8'-6"5'-9"CLOSET
B-128A
NEW RF WINDOW TO REPLACE
EXISTING
B-128
NEW RF SHIELDED DOOR
8'-0"1'-6"
NEW PENETRATION PANEL ENCLOSURE -
MODIFY EXISTING WALL CONSTRUCTION;
PROVIDE AND INSTALL NEW RF SHIELDING
AS REQUIRED
PROJECT AREA
B-128a
F
REMOVE EXISTING ALUMINUM WINDOW
SYSTEM; PROTECT DURING EQUIPMENT
RIGGING OPERATIONS AND RE-INSTALL
8'-0"1'-93
4"
INFILL EXISTING ELECTRICAL TRENCH - SEE
STRUCTURAL SLAB PLAN; RE-INSTALL EXISTING
RF SHIELDING FLOOR PANELS OVER CONCRETE
T/O EXISTING COMPUTER TYPE
ALUMINUM RAISED FLOORING
EL. = 0'-0"
T/O EXISTING COMPUTER TYPE
ALUMINUM RAISED FLOORING
EL. = 0'-0"
REINFORCED CONCRETE - SEE STRUCTURAL
SLAB PLAN; RE-INSTALL EXISTING RF
SHIELDING FLOOR PANELS OVER CONCRETE
W1
11
A302
A
B
C
D 1
A201
C
6
A201
EXISTING "MRI IN USE" SIGN TO REMAIN
EXISTING COUNTER TO REMAIN;
PROVIDE GROMMETED OPENING AS
REQUIRED FOR ROUTE CABLES
EXISTING BASE CABINETS TO REMAIN
A
BD8
A201
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEP1
1
1
1
2
2
7'-0"738"3'-0"S
O
V
1.GENERAL CONTRACTOR MUST VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND
REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2.ANY REPAIRS, PATCHING, OR DEMOLITION INDICATED ON DRAWINGS REPRESENT THE GENERAL
AREA WHERE WORK IS TO BE DONE, BUT DOES NOT NECESSARILY LIMIT THE EXTENT OF WORK.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SUCH REPAIRS, PATCHING, ETC. WHERE
THEY OCCUR IN BUILDING UNDER THIS CONTRACT.
3.PROVIDE TEMPORARY DUST PROOFING PARTITIONS TO EFFECTIVELY SEAL OFF WORK AREAS
FROM THE REST OF THE BUILDING. PROVIDE TEMPORARY DOOR IF NECESSARY. TEMPORARY
PARTITIONS SUBJECT TO APPROVAL OF OWNER AND ARCHITECT.
4.REPAIR ANY IRREGULARITIES IN SURFACES INCLUDING BUT NOT LIMITED TO AREAS DISTURBED
BY NEW WORK. EXISTING SURFACES INCORPORATED INTO NEW WORK SHALL BE REPAIRED AND
RE-FINISHED TO THE SAME STANDARD AS NEW WORK.
5.CONSTRUCT NEW INTERIOR PARTITIONS FROM FLOOR TO THE BOTTOM OF THE STRUCTURE
(DECK OR SLAB) ABOVE UNLESS NOTED OTHERWISE, VERIFY IN FIELD.
6.ALL WORK TO BE CONSIDERED AS NEW WORK UNLESS INDICATED AS EXISTING TO REMAIN.
7.WHERE UTILITY AND MECHANICAL WORK IS REMOVED OR ALTERED, GENERAL CONTRACTOR IS
RESPONSIBLE FOR PREPARING AND PATCHING BUILDING STRUCTURE TO MATCH NEW AND
EXISTING WORK AS INDICATED ON DRAWINGS.
8.GENERAL CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED FOR ALL WALLS, NEW OR
EXISTING, THAT ARE TO RECEIVE NEW OR EXISTING CABINETRY, SHELVING, ETC.
9.ALL DOORS AND WALLS NOT LABELED WITH A WALL TYPE OR DOOR NUMBER ARE TO BE
CONSIDERED EXISTING TO REMAIN.
10.FURNITURE SHOWN ON DRAWINGS, EXCEPT CASEWORK, IS NOT INCLUDED IN THIS CONTRACT
UNLESS NOTED OTHERWISE.
11.DIMENSIONS ARE TAKEN FROM FACE OF FINISHED CONSTRUCTION. CLEAR DIMENSIONS ARE TO
FINISHED FACE OF CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER
DIMENSION.
GENERAL CONSTRUCTION NOTES
ROOM NAME AND ROOM NUMBER
DOOR NUMBER
NEW WALL CONSTRUCTION
EXISTING CONSTRUCTION
WALL TYPE
NEW HALF WALL CONSTRUCTION (UNO)
ROOM
NAME
XXX
XXX
1
PROJECT AREA
NEW MILLWORK / CASEWORK WITH PLASTIC LAMINATE COUNTERTOP
NEW MILLWORK / CASEWORK WITH SOLID SURFACE COUNTERTOP
SECURITY CAMERA
FIRE ALARM PULL STATION
FIRE ALARM HORN/STROBE
CEILING - MOUNTED EXIT SIGN
WALL - MOUNTED EXIT SIGN
EMERGENCY LIGHT
P
F
F
FIRE ALARM STROBE
LEGEND
PB PUSH BUTTON & DOOR OPENER (ABOVE)
PRIVACY CURTAIN CEILING TRACK
AREA OF NO RENOVATION
♦♦♦♦♦1 HOUR FIRE RATING
♦♦♦♦♦♦2 HOUR FIRE RATING
20
A101
KEY PLAN
SCALE: NOT TO SCALE
FD
FD
FD
FDVC FDVC
MGCV
XFC
FD XFCXFC
FD
FD
FD
FD
FD
FDFD
SUMP
♦
ELEVATOR #1 ELEVATOR #1
AREAWAY
FD
RAMP UP1:12 SLOPE MAX. TYP.RAMP UP1:12 SLOPE MAX. TYP.
C.G.C.G.
BENCH
BENCH BENCH
BENCH
C.G.
C.G.
VIEWER
VIEWER
F.F. ELEV. = 218'-6"
F.F. ELEV. = 218'-11"
F.F. ELEV. = 218'-6"
F.F. ELEV. = 218'-11"
F.F. ELEV. = 218'-11"
F.F. ELEV. = 218'-5 3/4"F.F. ELEV. = 218'-6"
LINE OF ROOM ABOVE
RAMPDN
DN
2/16/2021 1:01 PMPARTIAL BASEMENT FLOOR
PLAN
A101
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
MRI
CONTROL
B-124
PATIENT
HOLDING
B-122
STAFF
WORK ROOM
B-123
SOILED
HOLDING
B-107
CORRIDOR
B-119
FEMALE
LOCKER
B-109
CHANGING
B-108
CHANGING
B-110
MALE
LOCKER
B-111
PATIENT
TOILET
B-102
STAFF
TOILET
B-101
CORRIDOR
B-103
CLEAN
UTILITY
B-106
CONFERENCE/
CONSULT
B-120
P
IN
A C
CLOSET
B-128A
PROJECT AREA
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPPLANNORTHREFLECTED CEILING DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
MRI
CONTROL
B-124
PATIENT
HOLDING
B-122
STAFF
WORK ROOM
B-123
SOILED
HOLDING
B-107
CORRIDOR
B-119
FEMALE
LOCKER
B-109
CHANGING
B-108
CHANGING
B-110
MALE
LOCKER
B-111
PATIENT
TOILET
B-102
STAFF
TOILET
B-101
CORRIDOR
B-103
CLEAN
UTILITY
B-106
CONFERENCE/
CONSULT
B-120
P
IN
A C
CLOSET
B-128A
PROJECT AREA
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPPLANNORTHREFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
TYPE 3A
10'-0"
TYPE 7
8'-0"
1.ALL NEW SPRINKLER HEADS TO BE CENTERED IN CEILING TILES. (COORDINATE LOCATIONS WITH
FIRE PROTECTION PLAN AND ALL OTHER TRADES).
2.COORDINATE NEW CEILING WORK WITH ALL NEW AND EXISTING CEILING ITEMS, ACCESSORIES,
AND SYSTEMS.
3.SEE HVAC DRAWINGS FOR ALL NEW EXHAUST GRILLES AND DIFFUSERS, COORDINATE ALL NEW
DIFFUSERS WITH NEW CEILING GRID LAYOUT, LIGHTS, SPEAKERS, SPRINKLERS, ETC.
4.CENTER ALL NEW ACOUSTICAL CEILING TILES IN BOTH DIMENSIONS IN ALL ROOMS SCHEDULED
TO RECEIVED NEW SUSPENDED ACOUSTICAL TILE, UNLESS SHOWN DIFFERENTLY ON DRAWINGS.
5.SEE ELECTRICAL LIGHTING PLAN AND SCHEDULE FOR ALL LIGHTING FIXTURES.
6.ALL NEW SMOKE AND HEAT DETECTORS SHALL BE CONNECTED TO THE EXISTING FIRE ALARM
SYSTEM.
7.ALL SUSPENDED CEILINGS SHALL BE EQUIPPED WITH SEISMIC PERIMETER CLIPS AT NEW TILES
APPROVED FOR SEISMIC CATEGORY "C". USE CEILING WIRE ASSEMBLY APPROVED FOR USE IN
ANCHORING SUSPENSION WIRES TO SIDES OF CONCRETE RIBS AND BEAMS.
8.USE HARDWARE FRIENDLY OPTIONS AT ALL LIGHT FIXTURES AND OTHER ACCESSORIES. GAPS
BETWEEN FIXTURE TRIM AND REVEALS ARE NOT ACCEPTABLE.
SUSPENDED ACOUSTICAL CEILING
2'x4' LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
2'x2' LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
RECESSED DOWNLIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
1'x4' SURFACE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
CEILING MOUNTED EXIT SIGN - SEE ELECTRICAL DRAWINGS
WALL MOUNTED EXIT SIGN - SEE ELECTRICAL DRAWINGS
1'x4' LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
SPRINKLER HEAD (CEILING OR WALL MOUNTED) - SEE FIRE PROTECTION DRAWINGS
SECURITY CAMERA - SEE ELECTRICAL DRAWINGS
GYPSUM BOARD CEILING / SOFFIT
SUPPLY DIFFUSER - SEE HVAC DRAWINGS
RETURN OR EXHAUST GRILLE - SEE HVAC DRAWINGS
S CEILING MOUNTED SPEAKER - SEE ELECTRICAL DRAWINGS
2' UNDERCABINET LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
4' UNDERCABINET LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
BOX SOFFIT ABOVE CABINETRY (SEE ELEVATION FOR TYPE)
PLASTIC LAMINATE CEILING / SOFFIT
MEP WORK TO BE DESIGN BUILD
CEILING TYPE
CEILING HEIGHT ABOVE FINISH FLOOR
EXISTING CEILING TO REMAIN
EXISTING SOFFIT TO REMAIN
CEILING MOUNTED SMOKE DETECTOR
DOME LIGHT WITH AUDIBLE LOCAL ALARM
HF
F S
CEILING MOUNTED HEAT DETECTOR
USG MARS CLIMA PLUS #86785, 24"x24" TEGULAR TILE, COLOR: WHITE WITH 15/16"
TEE GRID SYSTEM, COLOR: WHITETYPE 1A
TYPE 2A USG ASTRO CLIMA PLUS #8223, 24"x24" TEGULAR TILE, COLOR: WHITE WITH 15/16"
TEE GRID SYSTEM, COLOR: WHITE
USG MARS CLIMA PLUS #88785, 24"x48" TEGULAR TILE, COLOR: WHITE WITH 15/16"
TEE GRID SYSTEM, COLOR: WHITETYPE 1B
TYPE 2B USG ASTRO CLIMA PLUS #8243, 24"x48" TEGULAR TILE, COLOR: WHITE WITH 15/16"
TEE GRID SYSTEM, COLOR: WHITE
TYPE 3A USG RADAR CLIMA PLUS #2220, 24"x24" TEGULAR TILE, COLOR: WHITE WITH
15/16" TEE GRID SYSTEM, COLOR: WHITE
TYPE 3B USG RADAR CLIMA PLUS #2420, 24"x48" TEGULAR TILE, COLOR: WHITE WITH
15/16" TEE GRID SYSTEM, COLOR: WHITE
TYPE 4 USG SHEET ROCK CLIMA PLUS #3270, 24"x48" LAY-IN TILE, COLOR: WHITE WITH
15/16" TEE GRID SYSTEM, COLOR: WHITE
TYPE 5 PLASTIC LAMINATE SOFFITS - SEE DETAILS
EXPOSED TO DECK ABOVE
GYPSUM BOARD CEILING AND SOFFITS - SEE DETAILS
TYPE 7
TYPE 6
1
2
SECOR
WAP
WIRELESS ACCESS POINT
LEGEND
REFLECTED CEILING KEYED NOTES
REFLECTED CEILING NOTES
CEILING TYPE SCHEDULE
TYPE X
X'-X" 2/16/2021 1:04 PMREFLECTED CEILING PLAN
A151
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
1"
MIN.
3"
MIN.12"MIN.EXISTING METAL DECK TO REMAIN
ELAST-O-FORM FLASHING
W/ LAP SPLICE
WATER CUT-OFF MASTIC
METAL COLLAR W/
SEALANT
RAIN HOOD
SEALANT
ROOF CONSTRUCTION
- SEE DETAIL 3/A191
NEW CRYOGEN VENT DETAIL
SCALE: 3" = 1'-0"
4
A191
NEW
PRESSURE-TREATED
WOOD BLOCKING FOR
FULL THICKNESS OF
INSULATION (TYPICAL)
ROOF MANUF'S
COMPATIBLE SEALANT
MOISTURE RESISTANT, PRESSURE TREATED
WOOD BLOCKING SHALL BE BUILT UP TO FULL
THICKNESS OF INSULATION (TYPICAL)
ROOFING MANUF'S COMPATIBLE SEALANT
ROOF CONSTRUCTION - SEE DETAIL
3/A191
.050 GALV. ALUMINUM GRAVEL STOP (TYP.)
CONTINUOUS CLIP (TYP.)
ROOFING MEMBRANE (TYP.) - SEE SPEC.
CONTINUOUS CAULK (TYP.)
ROOF EDGE DETAIL
SCALE: 3" = 1'-0"
13
A191
EXISTING WALL CONSTRUCTION TO
REMAIN
EXP. JOINT @ EXISTING WALL DETAIL
SCALE: 1 1/2" = 1'-0"
3
A191
NEW 0.050 FLASHING PER MANUF. STD DETAILS
MANUF'S COMPATIBLE
SEALANT (TYPICAL)
EXISTING WALL CONSTRUCTION TO REMAIN
0.090 MIL EPDM ROOFING MEMBRANE
- TAPERED RIGID POLYISOCYANURATE
INSULATION BOARDS TO OVERALL INSULATION
THICKNESS SHOWN ON ROOF PLAN
- 2" RIGID POLYISOCYANURATE INSULATION
BOARDS
- 5/8" EXTERIOR GRADE, FIBERGLASS-COATED
SHEATHING BOARDS (SHALL FUNCTION AS
VAPOR BARRIER)
NEW MEMBRANE ROOFING SYSTEM:
WATER CUT-OFF MASTIC
NEW PRESSURE-TREATED WOOD NAILER TO
FULL DEPTH OF INSULATION THICKNESS
(TYPICAL)
ROOF MANUF'S COMPATIBLE
SEALANT
EQUIPMENT CURB DETAIL
SCALE: 1 1/2" = 1'-0"
9
A191
EXISTING BEAM WITH FITTED
STIFFENERS - SEE STRUCTURAL
DRAWINGS
DUNNAGE AND PIPE POST - SEE
STRUCTURAL DRAWINGS
ROOF EQUIPMENT - SEE
MECHANICAL DRAWINGS
MOISTURE RESISTANT, PRESSURE
TREATED WOOD BLOCKING SHALL BE
BUILT UP TO FULL THICKNESS OF
INSULATION
MEMBRANE FLASHING WITH
LAP SPLICE
POURABLE SEALER
3"
MIN.
ROOF CONSTRUCTION -
SEE DETAIL 3/A191 ROOF MANUF'S
COMPATIBLE SEALANT
EXISTING COUNTERFLASHING TO REMAIN
1" EXP. JOINT
TO REMAIN
WALKWAY PADS
SCALE: 1/2" = 1'-0"
8
A191
2'-6"
6"
TYP.2'-6"NEW 2'-6" x 2'-6" x 3/4" ROOF PROTECTION MATS
(RUBBER ROOF WALK PADS) - TYP.
INSTALLATION:
ADHERE ALL FOUR CORNERS AND ONE SPOT IN
THE MIDDLE - SPOTS AF ADHESIVE SHOULD BE AT
LEAST SILVER DOLLAR SIZE. LAY DOWN THE
WALKWAY PADS AND GLUE THEM ONTO THE
ROOFING WITH A CAULKING GUN.
R.D.
T/STEEL EL. = 235'-5"
R.D.
EXISTING CHILLER TO BE
REMOVED
EXISTING EXHAUST FAN TO BE
REMOVED AND RE-INSTALLED
FOLLOWING REPLACEMENT OF THE
MEMBRANE ROOFING SYSTEM - SEE
MECHANICAL DRAWINGS
A C
6
5
32'-0"28'-7"PLANNORTHROOF PLAN
SCALE: 1/4" = 1'-0"1'-0"1'-0"16
A301
16
A301
NEW CHILLER - SEE
MECHANICAL DRAWINS
AIR-COOLED CONDENSING
UNIT TO BE REMOVED -
SEE MECHANICAL
DRAWINGS
NEW CRYOGEN VENT @ EXISTING
VENT LOCATION - SEE DETAIL 4/A191
CONTRACTOR TO REMOVE ALL OF THE
EXISTING MEMBRANE ROOFING SYSTEM
AND RIGID INSULATION; INSTALL NEW
MATERIALS IN ITS PLACE - SEE ROOF
DETAILS
3
A191
3
A191
NEW ROOF PROTECTION
MATS - SEE DETAIL 8/A191
13
A191
2" O.D. WELDED STEEL PIPE GUARDRAIL -
ENSURE SMOOTH TRANSITIONS AND ROUNDED
CORNERS (PAINT); SEE STRUCTURAL
DRAWINGS FOR METHOD OF ATTACHMENT TO
EXISTING STEEL BEAMS BELOW
2'-1516"
NEW AIR-COOLED
CONDENSING UNITS (2) -
SEE MECHANICAL
DRAWINGS
4"
4" FLAT
4" FLAT
4" FLAT
4" FLAT
3"
2"PITCH1/4"/FTPITCH
1/4"/FT
PITCH1/4"/FTPITCH
1/4"/FT PITCH1/8"/FTPITCH
1/8"/FT
PITCH
1/8"/FT
PITCH1/8"/FT7'-634"7'-634"9'-238"4"3"
3"
4"
4"
3"
18
A191
NEW PIPING SUPPORTS FOR REFRIGERANT
AND CHILLED WATER PIPING - SEE
MECHANICAL DRAWINGS (TYP. OF 2)
EXHAUST FANFAN
V VENT THROUGH ROOF
DIRECTION OF ROOF PITCH
ROOF LEGEND
ROOF NOTES
1.ALL DIMENSIONS ARE ±. CONTRACTOR TO FIELD VERIFY PRIOR TO BUILD.
2.ROOF IS TO BE INSTALLED IN SUCH A WAY AS TO SECURE THE MANUFACTURER'S STANDARD 15
YEAR FULL REPLACEMENT WARRANTY.
3.CONTRACTOR TO WARRANTY ALL LABOR AND MATERIALS FOR TWO YEARS FROM DATE OF
SUBSTANTIAL COMPLETION.
4.ALL INSULATION TO BE INSTALLED IN TWO LAYERS. THE FIRST LAYER IS TO BE ONE INCH THICK.
THE SECOND LAYER IS TO BE INSTALLED WITH JOINTS STAGGERED IN BOTH DIRECTIONS OVER
THE FIRST LAYER.
5.CONTRACTOR SHALL TAKE GREAT CARE IN THE INSTALLATION OF INSULATION. THERE SHALL BE
NO VOIDS AND NO DEFLATION IN HEIGHT GREATER THAN 1/8" BETWEEN ADJACENT PIECES. NO
PONDING SHALL BE PERMITTED. ROOFER SHALL USE A LEVEL TO CHECK SLOPES PRIOR TO
INSTALLING MEMBRANE AND MAKE ADJUSTMENTS AS REQUIRED.
6.CONTRACTOR SHALL TAKE GREAT CARE IN THE INSTALLATION OF THE ROOF MEMBRANE. THE
MANUFACTURER'S REQUIREMENTS SHALL SERVE ONLY AS A MINIMUM STANDARD OF
WORKMANSHIP. NO WRINKLES SHALL BE PERMITTED IN THE FINISHED PRODUCT.
7.ROOF DRAIN PIPING IS GENERALLY DIAGRAMMATIC. ROUTE BEST LOCATION AROUND LIGHTING
FIXTURES, GRILLES, FANS, ETC. COORDINATE LOCATION WITH ARCHITECT AND OWNER. REPAIR
ANY CEILING/WALL HOLES REQUIRED FOR PIPING RENOVATION. PATCH TO MATCH EXISTING.
ROOF DRAIN WITH 4' SQUARE SUMP AT EACH DRAIN LOCATIONRD
LINE OF VALLEYVVVV
LINE OF RIDGERRRR
SCUPPER (BELOW)
SPOT ELEVATION OF ROOF INSULATION (ABOVE DECK)+X.X"2/16/2021 1:11 PMROOF PLAN AND DETAILS
A191
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
1/2" SOLID SURFACE
COUNTERTOP WITH EASED
EDGES; MARINE GRADE
PLYWOOD SUBSTRATE AT
ENTIRE UNDERSIDE OF
COUNTER - SEE ROOM FINISH
SCHEDULE
1/2" SOLID SURFACE COUNTERTOP
(3 LAYERS GLUED TOGETHER)
SOLID SURFACE NOSING DETAIL
SCALE: 6"=1'-0"
19a
A201
1"112"R1 8"R18"FINISHED FLOOR
3'-0"
N.T.S.
SCRIBE AND CAULK CONTIN. BY GENERAL
CONTRACTOR
4" BACKSPLASH
3'-4"N.T.S.COUNTER SUPPORT BRACKET AS
REQUIRED @ 32" O.C. (TYP.)
BASE - SEE ROOM FINISH SCHEDULE112"4"END SPLASH AT WALL
CONT. 1-1/2"x1-1/2"x1/8" ALUM. ANGLE CLEAT
INFILL PANEL AT ENTIRE UNDERSIDE OF
COUNTER TO PROVIDE CONTINUOUS FLUSH
SURFACE (TYP.)
NOTE: COUNTER SHALL BE SOLID SURFACE WHEN
OCCURRING AT SINK LOCATION
COUNTER
SCALE: 1" = 1'-0"
13
A201
SOLID SURFACE COUNTERTOP; MARINE
GRADE PLYWOOD SUBSTRATE AT ENTIRE
UNDERSIDE OF COUNTER - SEE ROOM FINISH
SCHEDULE AND MILLWORK NOTE #22
3" Ø STAINLESS STEEL GROMMETS (TYP.)
FINISHED FLOOR3'-4"N.T.S.3'-0"12"MIN.1" TYP.
FINISHED END
PANEL
EQ.EQ.
METAL FURNITURE LEVELER
GLIDE @ EACH END OF
PANEL
NOTE:
FLOORING CONT.
UNDER PANEL
END PANEL DETAIL
SCALE: 1" = 1'-0"
18
A201
3/4" PARTICLE BOARD; PLASTIC LAMINATE
ON ALL EXPOSED SURFACES - SEE ROOM
FINISH SCHEDULE
COUNTERTOP MATERIAL AS INDICATED
IN OTHER DETAILS
FINISHED FLOOR
CEILING
EL = SEE RCP
BLOCKING DETAIL
SCALE: 1/2" = 1'-0"
14
A201 SEE ELEVSEE ELEVSEE ELEVTYPICAL UPPER CABINET - SEE INTERIOR ELEVATIONS
CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED
TO SUPPORT MILLWORK - COORDINATE WITH OWNER
TYPICAL BASE CABINET - SEE INTERIOR ELEVATIONS
A
MRI ROOM #B-128
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
1
A101
W1
BASE - SEE ROOM
FINISH SCHEDULE3'-6"3'-8"B-128
B
BASE - SEE ROOM
FINISH SCHEDULE
B-128a
C
BASE - SEE ROOM FINISH SCHEDULE
REMOVE EXISTING ALUMINUM WINDOW SYSTEM;
PROTECT DURING EQUIPMENT RIGGING OPERATIONS
AND RE-INSTALL
D
BASE - SEE ROOM
FINISH SCHEDULE
EXISTING MILLWORK
TO REMAIN
SHIELD MAGNET - SEE EQUIPMENT SCHEDULE
PHANTOM SET STORAGE CABINET - SEE EQUIPMENT
SCHEDULE
PATIENT TRANSPORT TABLE - SEE
EQUIPMENT SCHEDULE
SHIELD MAGNET - SEE EQUIPMENT SCHEDULE
PATIENT TRANSPORT TABLE - SEE
EQUIPMENT SCHEDULE
MAGNET RUNDOWN UNIT -
SEE EQUIPMENT SCHEDULE
ISOCENTER
MAGNET RUNDOWN UNIT -
SEE EQUIPMENT SCHEDULE
SHIELD MAGNET - SEE
EQUIPMENT SCHEDULE
REAR PEDESTAL - SEE
EQUIPMENT SCHEDULE
ISOCENTER
ISOCENTER
CORRIDOR #B-125
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
6
A101
C
W1
BASE - SEE ROOM
FINISH SCHEDULE 3'-6"3'-8"B-128
MRI
IN USE
EXISTING "MRI IN USE" SIGN TO
REMAIN
ISOCENTER
UPS REMOTE STATUS PANEL - SEE
EQUIPMENT SCHEDULE
REMOTE MAGNET RUNDOWN UNIT -
SEE EQUIPMENT SCHEDULE
REMOTE GRAPHIC DISPLAY - SEE
EQUIPMENT SCHEDULE
MRI EQUIPMENT ROOM #B-127
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
8
A1015'-4"D
BASE - SEE ROOM
FINISH SCHEDULE
CRYOCOOLER COMPRESSOR
- SEE EQUIPMENT SCHEDULE
SECONDARY PENETRATION WALL
- SEE EQUIPMENT SCHEDULE
PENETRATION CABINET - SEE
EQUIPMENT SCHEDULE
MAINTENANCE BYPASS PANEL
- SEE EQUIPMENT SCHEDULE
MAIN DISCONNECT PANEL - SEE EQUIPMENT SCHEDULE
WATER FILTER - SEE EQUIPMENT SCHEDULE
WATER BYPASS - SEE EQUIPMENT SCHEDULE
C
BASE - SEE ROOM
FINISH SCHEDULE
HEAT EXCHANGER CABINET - SEE EQUIPMENT SCHEDULE
MAGNET MONITOR - SEE EQUIPMENT SCHEDULE
POWER, GRADIENT, RF CABINET - SEE EQUIPMENT
SCHEDULE
150 KVA UPS SYSTEM - SEE
EQUIPMENT SCHEDULE
UPS BATTERY CABINET - SEE
EQUIPMENT SCHEDULE
MUSIC SYSTEM - SEE EQUIPMENT
SCHEDULE
OPERATOR CONSOLE COMPUTER -
SEE EQUIPMENT SCHEDULE
3'-4"1"
COUNTERTOP
OVERHANG
OPEN
SPACE
13
A201
NEW SCW LOUVERED DOORS W/
ANODIZED ALUMINUM FRAME &
HARDWARE - SEE DOOR SCHEDULE
1.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE BEGINNING WORK. FABRICATE CASEWORK IN
SECTIONS AS NECESSARY TO FACILITATE HANDLING AND BUILDING ENTRY. ALL SUCH
CASEWORK SECTIONS TO BE JOINED WITH SPLINES AND RV #315 TITE-JOINT FASTENERS.
2.ALL CASEWORK AND MILLWORK FABRICATION AND MATERIALS TO EQUAL ARCHITECTURAL
WOODWORK INSTITUTE QUALITY STANDARDS "CUSTOM GRADE" OR BETTER.
3.CASEWORK IS TO BE FLUSH OVERLAY CONSTRUCTION. USE SCRIBE ENDS WHERE CASEWORK IS
EXPOSED. CAULK JOINTS TO ELIMINATE GAPPING BETWEEN DISSIMILAR MATERIALS, OR NEW
CASEWORK AND EXISTING CONSTRUCTION (TYPICAL). USE STILES WHERE NECESSARY TO
MOUNT HINGES TO ADJACENT DOORS. CAULK BACKSPLASHES TO COUNTERS, NO CAULK JOINT
SHALL EXCEED 1/8".
4.ALL CASEWORK CORES TO BE 3/4" PARTICLE BOARD EXCEPT AS NOTED.
5.ALL BASE CABINETS KICKS TO BE 3/4" SOLID WOOD OR VENEER PLYWOOD.
6.ALL INTERIOR SURFACE OF EXPOSED (OPEN) CABINETS SHALL BE PLASTIC LAMINATE TO MATCH
EXTERIOR OF CABINET. INTERIOR SURFACES OF UNEXPOSED (CLOSED WITH DOORS, DRAWERS,
OR PANELS) SHALL BE MELAMINE (WHITE) UNLESS OTHERWISE NOTED.
7.ALL EXPOSED SURFACES OF CASEWORK TO RECEIVE PLASTIC LAMINATE.
8.BACKS OF PLASTIC LAMINATED SURFACES SHALL RECEIVE BALANCE SHEET.
9.CABINET BACKS - USE PREFINISHED HARDBOARD (MELAMINE, ETC) WITH COLOR TO MATCH
PLASTIC LAMINATE CASEWORK. USE 1/2" HARDBOARD WITH PLASTIC LAMINATE AND BALANCE
SHEET AT ALL CASEWORK BACKS THAT ARE EXPOSED.
10.STENCIL PRODUCT NAME AND COLOR NAME & NUMBER AT UNDERSIDE OF ALL COUNTERTOPS,
INCLUDE DATE OF FABRICATION.
11.GENERAL CONTRACTOR IS TO PROVIDE BLOCKING IN WALLS FOR CASEWORK, EVEN IF NOT
SPECIFICALLY INDICATED ON DRAWINGS.
12.CABINETRY HARDWARE: FOR ADDITIONAL INFORMATION REFER TO SPECIFICATIONS.
PULLS - (US26D) 4" BRUSHED CHROME (UNLESS NOTED OTHERWISE ON FINISH
SCHEDULE), MOUNTED 1-3/4" IN FROM SIDE EDGE OF DOOR(S) AND
CENTERED SIDE TO SIDE ON DRAWER FACES. SEE MILLWORK DETAILS
FOR PULL HEIGHTS
HINGES - 165° OPENING (CONCEALED, SELF-CLOSING);
SHELF SUPPORTS - 32 MM LINE BORE SYSTEM WITH HAFELE #282.04.739 (METAL CLIPS);
LOCKS + CATCHES - KENSTAN CAM LOCK (KEY REMOVABLE IN UNLOCKED POSITION) WITH
2" MINIMUM ELBOW CATCH & ELBOW CATCH AT AT DOUBLE DOORS TO
MATCH PULLS, INSTALL LOCKS IN LIGN WITH CENTER OF PULL;
TOUCH LATCH - EPCO #507 BLACK PLASTIC;
DRAWER SLIDES - BLUM STANDARD DRAWER SLIDE. FULL EXTENSION, WHITE.
13.SHELVES TO HAVE 3/4" CORE (TYPICAL TO 36"; >36" = 1" CORE). SHELVES TO BE FULL DEPTH OF
CABINET.
14.NOT USED.
15.ADJUSTABLE SHELVES HARDWARE: KV 82/182 SHELVING SYSTEM WITH HEAVY DUTY BRACKETS
AND STANDARDS (ARCHITECT TO SELECT COLOR).
16.COUNTER SUPPORT BRACKET: FAST CAP/SPEED BRACE SUPPORT BRACKET W/1/4" X 2" PHILIPS
PAN HEAD SHEET METAL SCREWS OR HEAVY DUTY TOGGLE BOLTS. CONTRACTOR TO
DETERMINE MAXIMUM UNSUPPORTED SPANS AND OVERHANG WITH BRACKET MANUFACTURER
(WHITE POWDER COAT FINISH UNLESS OTHERWISE SPECIFIED BY ARCHITECT).
17.ALL DRAWERS SHALL HAVE FULL HEIGHT SIDES AND BACK, UNLESS NOTED OTHERWISE.
18.CONTRACTOR TO PROVIDE RUBBER DOOR SILENCERS AT ALL DOOR AND DRAWERS.
19.GROMMETS (2-3/4" INTERIOR DIAMETER TYPICAL UNLESS NOTED OTHERWISE); COLOR TBD.
COORDINATE WITH COUNTER FINISH. QUANTITY TBD. (GROMMETS TO BE LOCATED IN FIELD BY
OWNER).
20.KEYBOARD TRAYS TO BE OF/CI.
21.PROVIDE SEAMING PLAN FOR ALL COUNTERS AND SHEET FLOORING.
22.ALL SOLID SURFACE COUNTERTOP SHALL HAVE NOSING PER DETAIL 19a/A201.
23.GC SHALL PROVIDE ALL BLOCKING AS REQUIRED TO SUPPORT MILLWORK, WHETHER OR NOT
SPECIFICALLY CALLED OUT ON THE DRAWINGS PER DETAIL 14/A201.
MILLWORK NOTES
2/16/2021 1:14 PMINTERIOR ELEVATIONS AND
DETAILS
A201
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
T/O FINISHED FLOOR
EL. = 0'-0"158"EXISTING SUBFLOOR RECESSFOR NEW RF SHIELDED PANELASSEMBLY BY SHIELDING CONTRACTORT/O CONCRETE SLAB
EL. = -0'-1 5/8"1'-158"T/O CONCRETE SLAB
EL. = -1'-1 5/8"
T/STEEL FRAMING
EL. = 16'-11"16'-11"1'-158"B/O FOUNDATION
EL. = -4'-4"
PARTIAL BUILDING SECTION
SCALE: 1/2" = 1'-0"
16
A101
MRI
ROOM
B-128
CORRIDOR
B-125
PATIENT
HOLDING
B-122
65
9'-0"3'-6"3'-8"T/STEEL FRAMING (UPPER ROOF)
EL. = 21'-0"4'-1"21'-0"ISOCENTER
INFILL TRENCH WITH NEW FIBERGLASS
REINFORCED CONCRETE - SEE STRUCTURAL
DRAWINGS3'-6" 10'-2"B/O CABLE TRAYNEW ELECTRICAL/DATA CABLE TRAY -
SEE GE EQUIPMENT DRAWINGS; SEE
ELECTRICAL DRAWINGS FOR
SCHEMATIC ROUTING; ELECTRICAL
CONTRACTOR TO COORDINATE FINAL
ROUTING WITH OWNER'S
REPRESENTATIVE; CONTRACTOR TO
PROVIDE AND INSTALL NON-FERROUS
UNI-STRUT ASSEMBLY TO UNDERSIDE
OF STRUCTURE ABOVE (TYPICAL)
NEW CHILLER - SEE MECHANICAL
DRAWINGS
1.5T MAGNET - SEE GE EQUIPMENT
DRAWINGS
PATIENT TABLE - SEE GE
EQUIPMENT DRAWINGS
REAR PEDESTAL - SEE GE
EQUIPMENT DRAWINGS
EXISTING ALUMINUM WINDOW SYSTEM - REMOVE FOR RIGGING
OPERATIONS AND RE-INSTALL AS REQUIRED; PROTECT DURING
STORAGE PERIODS AND PROVIDE WEATHERTIGHT AND SECURE
TEMPORARY ENCLOSURE TO SUIT CONSTRUCTION OPERATIONS
B/O CEILING
EL. = 10'-0"
EXISTING R-33 THERMAL INSULATION TO REMAIN (TYPICAL)
13
A191
EXISTING STEEL ROOF FRAMING WITH SPRAY FIREPROOFING TO
REMAIN (U.L. DESIGN NO. P715) - CONTRACTOR TO PROTECT
EXISTING SPRAY FIREPROOFING TO MAINTAIN 2-HR. RATING
(TYPICAL)8"14
A191
2" O.D. WELDED STEEL PIPE GUARDRAIL - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS (PAINT); SEE
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
NEW MEMBRANE ROOFING SYSTEM:
-0.090 MIL EPDM ROOFING MEMBRANE
-TAPERED RIGID POLYISOCYANURATE INSULATION BOARDS
TO OVERALL INSULATION THICKNESS SHOWN ON ROOF PLAN
-2" RIGID POLYISOCYANURATE INSULATION BOARDS
-5/8" EXTERIOR GRADE, FIBERGLASS-COATED SHEATHING
BOARDS (SHALL FUNCTION AS VAPOR BARRIER)
REMOVE EXISTING SOFFIT,
LIGHT FIXTURES AND ALL
CEILING ACCESSORIES - SEE
DEMOLITION PLAN
EXISTING WALL CONSTRUCTION TO REMAIN - PROTECT EXISTING
CLERESTORY WINDOWS DURING CONSTRUCTION OPERATIONS
(TYPICAL)
NEW RF SHIELDED WINDOW ASSEMBLY
BY SHIELDING VENDOR
NEW RF SHIELDED CEILING ASSEMBLY
BY SHIELDING VENDOR @ 11'-5" AFF -
SEE VENDOR DETAILS FOR
STRUCTURAL CEILING SUPPORT
ATTACHMENT TO UNDERSIDE OF
STRUCTURE ABOVE
NEW INTERIOR WALL CONSTRUCTION
W/ RF SHIELDING - SEE WALL TYPES
MAINTAIN EXISTING
2" AIR SPACE (TYPICAL)
EXISTING EXTERIOR WALL
CONSTRUCTION
TO REMAINMAINTAIN EXISTING
2" AIR SPACE (TYPICAL)
EXISTING MEMBRANE ROOFING SYSTEM TO REMAIN (TYPICAL) -
SEE ROOF PLAN
11'-5"NEW SHEET FLOORING - WELDED, W/ PATTERNING TO IDENTIFY
PERTINENT GAUSS LINES; SEE FINISHES PLAN & SCHEDULE;
COORDINATE WITH SHIELDING CONTRACTOR FOR NEW RF
SHIELDED PANEL ASSEMBLY ON NEW VAPOR BARRIER
NEW SOLID SURFACE WORK COUNTER - PROVIDE NEW BLOCKING
AT EXISTING WALL AS REQUIRED; SEE DETAILS
9
A191
NEW DUNNAGE & PIPE POST - SEE
STRUCTURAL DRAWINS
2/16/2021 1:17 PMPARTIAL BUILDING SECTION
A301
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
T/O FINISHED FLOOR
EL. = 0'-0"1'-158"EXISTINGRAISEDFLOORT/O CONCRETE SLAB
EL. = -0'-1 5/8"
T/ EX. STEEL FRAMING
EL. = 16'-11"16'-11"B/O FOUNDATION
EL. = -4'-4"
C
WALL SECTION
SCALE: 1/2" = 1'-0"
11
A101 8"MRI EQUIPMENT
ROOM
B-127
NEW CHILLER - SEE MECHANICAL
DRAWINGS
NEW STEEL DUNNAGE FOR CHILLER UNIT - SEE
STRUCTURAL DRAWINGS; STEEL SHAPES SHALL HAVE 4"
MIN. FLANGE
NEW W6x12S AT NEW CHILLER - SEE
STRUCTURAL DRAWINGS; PROVIDE & INSTALL
SPRAY FIREPROOFING TO MAINTAIN 2 HR. ROOF
RATING (TYPICAL)
4,000 PSI REINFORCED CONCRETE INFILL FOR NEW MRI
EQUIPMENT BY CONTRACTOR
13
A191
CONTRACTOR TO REMOVE AND REINSTALL PORTIONS OF
EXISTING RAISED COMPUTER-TYPE FLOORING SYSTEM FOR
NEW CONCRETE WORK - SEE STRUCTURAL DRAWINGS
2" O.D. WELDED STEEL PIPE GUARDRAIL - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS (PAINT); SEE
STRUCTURAL DRAWINGS
3'-6" MINIMUM ABOVEADJACENT ROOF SURFACE1'-10"9
A191
SIM.2/16/2021 2:02 PMWALL SECTION
A302
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
HOLLOW METAL FRAME - PAINT; SEE SPEC.
(TYP.)
CAULK CONT. (BOTH SIDES)
2x WOOD BLOCKING (FIRE -RETARDANT)
SEE FLOOR PLAN FOR WALL TYPE
1
2"
TYP.2"12"WALL ANCHORS & BASE CLIPS
DOOR - SEE DOOR SCHEDULE
DOOR HEAD / JAMB DETAIL
SCALE: 3" = 1'-0"
11
A601
CORRIDORMRI ROOM
DOOR HEAD / JAMB DETAIL
SCALE: 3" = 1'-0"
16
A601
EXISTING WALL CONSTRUCTION FROM
CONTROL ROOM SIDE TO REMAIN - SEE
FLOOR FOR WALL TYPE
CORRIDOR
MRI SCAN ROOM
HIGH VISIBILITY RF SCREEN
OBSERVATION WINDOW BY OTHERS
WINDOW HEAD / SILL DETAIL
SCALE: 3" = 1'-0"
18
A601
CAULK JOINT BOTH SIDES
5/8" TYPE "X" GYPSUM BOARD
RF SHIELDING BY SHIELDING
COMPANY
BATT SOUND FIBERGLASS
INSULATION
3-5/8" METAL STUDS @ 16" O.C.
5/8" TYPE "X" GYPSUM BOARD
5/8" TYPE "X" GYPSUM BOARD
CORNER BEAD (TYP.)
NON-FERROUS CORNER BEAD
(TYP.)
5/8" TYPE "X" GYPSUM BOARD
RF SHIELDING BY SHIELDING
COMPANY
BATT SOUND FIBERGLASS
INSULATION
3-5/8" METAL STUDS @ 16" O.C.
5/8" TYPE "X" GYPSUM BOARD
CORNER BEAD (TYP.)
EXISTING WALL CONSTRUCTION FROM
CONTROL ROOM SIDE TO REMAIN - SEE
FLOOR FOR WALL TYPE
5/8" TYPE "X" GYPSUM BOARD
NON-FERROUS CORNER BEAD (TYP.)
DOOR - SEE DOOR SCHEDULE
CAULK JOINT BOTH SIDES
1 WALL TYPE
SCALE: 1" = 1'-0"
FLOOR LINE
EXISTING 5/8" TYPE "X" GYPSUM
BOARD TO REMAIN
EXISTING 3-5/8" METAL STUDS @ 16"
O.C. TO REMAIN
EXISTING BATT SOUND INSULATION
TO REMAIN
BASE - SEE ROOM FINISH SCHEDULE
CEILING
SEE R.C.P.
LINE OF STRUCTURAL DECK OR SLAB
ABOVE
CAULK TO SEAL ALL GAPS
CAULK TO SEAL ALL GAPS
MRI ROOM
5/8" TYPE "X" GYPSUM BOARD
RF SHIELDED PANELS BY
SHIELDING VENDOR
BASE - SEE ROOM FINISH
SCHEDULE
BATT SOUND FIBERGLASS
INSULATION
2" AIR SPACE
3-5/8" METAL STUDS @ 16" O.C.
CORRIDOR
2 WALL TYPE
SCALE: 1" = 1'-0"
NON-RATED WALL
FLOOR LINE
5/8" TYPE "X" GYPSUM BOARD (EACH SIDE)
3-5/8" METAL STUDS @ 16" O.C.
BATT SOUND INSULATION
DIA. BRACING 3-5/8"x 18GA, ALONG LENGTH OF PARTITION
@8'-0" O.C. TO STRUCTURE ABOVE
SECURE TO STRUCTURE @ EACH END EACH CONNECTION
BASE - SEE ROOM FINISH SCHEDULE
CEILING
SEE R.C.P.
LINE OF STRUCTURAL DECK OR SLAB ABOVE
SECURE TOP TRACK TO EXISTING CEILING GRID WITH
CADDY CLIPS
CONSTRUCTION ADHESIVE BASE
TRACK TO EXISTING FLOORNON-RATED WALL
4'-0"
A
2"
TYP
7'-0"2"
TYP2"TYPDOOR ELEVATIONS
7'-0"2"
TYP
2"
TYP 7"2'-10"9"2'-0"10"6"
2'-0"
6"6"
2'-0"
6"
6'-0"
LOUVERS
6" ANOD. ALUMINUM
SLIDE BOLTS EA. LEAF
612"B
WINDOW ELEVATIONS
8'-0"
RF SHIELDED ANOD. ALUMINUM FRAME
WITH RF SHIELDED GLAZING BY
SHIELDING VENDOR
W1 3'-6"3'-8"KICKPLATE
DOOR SCHEDULE
DOOR DOOR FRAME
REMARKS
(SEE DOOR NOTES)HDWRLBLMATLSILLJAMB
DETAIL
HEADLFSGLAZLBLMATLSIZEELEV.MARK
B-128 -4'-0"x 7'-0"x 1-3/4"-HML1--16/A601 -/--1
HARDWARE SCHEDULE
112 - PAIR - RIXSON PIVOT ASSEMBLY F-11712
1 - PASSAGE LATCHSET WITH LEVER
HANDLES
1 - DOOR STOP, WALL OR FLOOR MOUNT
1 - DOOR CLOSER
1 - SET DOOR MUTES
2 - STAINLESS STEEL KICKPLATE - 24"H
1 - ELECTROMAGNETIC INTERLOCK TIED TO
EQUIPMENT CONTROL
RF SHIELDED DOOR AND FRAME BY SHIELDING VENDOR; G.C. COORD.
TO - FROM
B-128 MRI ROOM B-125 CORRIDOR-
1.ALL DOOR HANDLES SHALL BE OF LEVER TYPE MEETING CURRENT ADA STANDARDS, (AS
NOTED IN THE HARDWARE SCHEDULE). DOOR HANDLES TO ROOMS CONSTITUTING A HAZARD
(ELECTRICAL ROOMS, MECHANICAL ROOMS, SOILED UTILITY ROOMS, ETC.) SHALL BE LEVER
TYPE WITH A KNURLED FINISH ON THE GRIP SURFACE.
2.ALL LOCKSETS & LATCHSETS SHALL BE OF MORTISE TYPE.
3.ALL HARDWARE FINISH SHALL BE BRUSHED STAINLESS STEEL (US32D), UNO.
4.ALL PRODUCTS SPECIFIED ON AN 'OR EQUAL' BASIS UNLESS OTHERWISE NOTED.
5.PROVIDE REQUIRED POWER SUPPLY SYSTEMS FOR OPERATING ALL ELECTROMAGNETIC
LOCKS, ELECTROMECHANICAL LOCKS, ELECTRIC STRIKES, & MARLOK ELECTRONIC CYLINDER
SYSTEMS. COORDINATE REQUIREMENTS WITH EC.
6.ALL ELECTROMAGNETIC LOCKS, ELECTROMECHANICAL LOCKS, & ELECTRIC STRIKES SHALL BE
OF THE 'FAIL SAFE' DESIGN, UNLOCKING WHEN THE FIRE ALARM IS ACTIVATED OR ELECTRICAL
POWER IS INTERRUPTED.
7.ALL STAINLESS STEEL KICKPLATES SHALL BE 2" LESS THAN DOOR WIDTH X 12" HIGH (TYPICAL,
UNO) AND SHALL BE MOUNTED 1" FROM THE BOTTOM OF THE DOOR; SEE SPECIFICATION.
8.ALL HOLLOW METAL FRAMES SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE.
9. SPECIES OF ALL DOORS SHALL MATCH EXISTING.
GENERAL DOOR NOTES
ABBREVIATIONS
AA ANODIZED ALUMINUM
AL ALUMINUM
DR DOOR
EI VINYL CLAD DOOR
FGL FIBERGLASS
HM HOLLOW METAL
HML HOLLOW METAL LEAD LINED
IHM INSULATED HOLLOW METAL
K(12)KICKPLATE (HEIGHT")
MTL METAL
MATL MATERIAL
BR NKL BRUSHED NICKEL
PTD PAINTED
SCW SOLID CORE WOOD
SCWL SOLID CORE WOOD,
LEAD LINED
SS STAINLESS STEEL
STL STEEL
T TEMPERED
TI TEMPERED INSULATED
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
WD WOOD
14" WG 14" WIREGLASS
14" T 14" TEMPERED GLASS
1" IG 1" INSULATED GLASS
12" L LEXAN POLYCARBONATE
B-128aB-128a MRI ROOM B-128a CLOSET--(2) 3'-0"x 7'-0"x 1-3/4"2
1.
(2) DOORS WITH LOUVERSAL
3 PAIR BUTT HINGES, BALL BEARING
2 - CRL ALUMINUM 6" SLIDES AND PLATES
2 - CORBIN RUSSWIN TL3750S (DUMMY TRIM,
SURFACE MOUTED, BOTH DOOR LEAVES)
2 - SALVADOR 106' LEVER HANDLES AND
SQUARE "E2" ROSE
1 - DOOR STOP, WALL OR FLOOR MOUNT
1 - SET DOOR MUTES
2.
2SCW--11/A601 -/-11/A601
16/A601
WINDOW SCHEDULE
MARKR. O. SIZE
ELEVDETAIL
HEAD REMARKSTYPEJAMBSILL
BY SHIELDING
VENDOR; G.C. COORD.RF SHIELDED ALW18'-0"W x 3'-6"HW1 18/A601-18/A601 18/A601
2/16/2021 1:22 PMDOOR, WINDOW SCHEDULE
AND WALL TYPS
A601
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PAINTPAINTSTAIN & VARNISHRAISED FLOORINGRESILIENT TILE FLOORINGPORCELAIN TILE FLOORINGVINYL BASEPAINTPAINTPAINTROOM NAMEROOM#
ROOM FINISH SCHEDULE
MRI ROOM B1 P2 P2 P2 P2 S P1
PAINT, AND WALL, DOOR, & TRIM FINISHES
P1 - PAINT 1 (TRIM):
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, SEMI GLOSS N539 OR
DTM SEMI GLOSS HP29, AS APPROPRIATE
COLOR: TBD
P2 - PAINT 2 (TYPICAL WALLS):
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, EGGSHELL N537
COLOR: TBD
P3 - PAINT 3 (ACCENT):
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, EGGSHELL N537
COLOR: TBD
P4 - PAINT 4 (ACCENT):
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, EGGSHELL N537
COLOR: TBD
P5 - PAINT 5 (ACCENT):
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, EGGSHELL N537
COLOR: TBD
PC - CEILING PAINT:
MANUFACTURER: BENJAMIN MOORE
FINISH: ULTRA SPEC 500, FLAT N536
COLOR: TBD
1.ALL NEW INTERIOR WOOD DOORS SHALL BE
WHITE MAPLE VENEER, PREMIUM GRADE,
PLAIN SLICED. FINISH SHALL BE 2 COATS OF
CLEAR SATIN FINISH POLYURETHANE. SEE
DOOR SCHEDULE.
2.ALL PAINTED DOORS (INCLUDING DOORS TO
FIRE STAIRS) IN PROJECT AREA SHALL BE
REPAINTED TBD, REPAIR AS NECESSARY.
3.ALL HOLLOW METAL AND PAINTED INTERIOR
DOOR AND WINDOW FRAMES IN PROJECT
AREA SHALL BE PAINTED TBD, UNLESS NOTED
OTHERWISE.
4.BOTH HORIZONTAL & VERTICAL SURFACES OF
ALL GYPSUM SOFFITS (SEE RCP) SHALL BE
PAINTED TBD UNO
5.ALL GYPSUM BOARD CEILINGS (SEE RCP)
SHALL BE PAINTED (PC) CEILING WHITE UNO
6.ACCESS PANELS, ELECTRICAL PANELS, AND
HVAC REGISTERS & GRILLS, RADIATOR
COVERS, AND FIRE EXTINGUISHER CABINETS
SHALL BE PAINTED TO MATCH ADJACENT
SURFACE (WALL/ CEILING) UNO.
MILLWORK AND SURFACING FINISHES
PL1 - PLASTIC LAMINATE 1 (VERTICAL/ CABINETRY):
MANUFACTURER: TBD
COLOR: TBD
FINISH: TBD
PL2 - PLASTIC LAMINATE 2 (COUNTERTOPS):
MANUFACTURER: TBD
COLOR: TBD
FINISH: TBD
SS1 - SOLID SURFACE 1 (COUNTERTOPS):
MANUFACTURER: CORIAN
COLOR: TBD
GL1 - ART GLASS / RESIN PANELS (DIVIDERS):
MANUFACTURER: LUMICOR
THICKNESS: 3/8"
COLOR: TBD
FINISH: TBD (BOTH SIDES), POLISHED EDGES
1.STENCIL ALL PRODUCT NAMES, COLOR
NAMES & NUMBER, AND DATE OF FABRICATION
AT UNDERSIDE OF ALL COUNTERTOPS.
2.SEE MILLWORK NOTES, SHEET A501, FOR
CABINETRY NOSING, HARDWARE, AND OTHER
SPECIFICS.
3.PROVIDE SEAMING PLAN FOR ARCHITECT'S
APPROVAL FOR ALL COUNTERS.
4.PLASTIC LAMINATE ON VERTICAL SURFACES
(CABINETRY & ALL EXPOSED SURFACES OF
SOFFITS) SHALL BE PL1. PLASTIC LAMINATE
ON HORIZONTAL SURFACES (COUNTERTOPS)
SHALL BE PL2.
5.ALL COUNTERTOPS WITH SINKS SHALL BE
SOLID SURFACE SS1. SINKS SHALL BE XXX
TYPE; SEE PLUMBING DRAWINGS.
6.SOLID SURFACE WALL CAPS AT HALF WALLS
SHALL BE SS1. SEE WALL TYPE -/A501.
7.COLOR OF METAL SUPPORT BRACKETS AT
MILLWORK COUNTERTOPS SHALL BE WHITE.
SEE MILLWORK NOTES.
8.INTERNAL SHELVES SHALL BE WHITE
MELAMINE.
9.SOLID SURFACE AT NEW WINDOW SILL(S)
SHALL BE SS1.
10.DIVIDER PANELS (GL1) AT RECEPTION
WINDOWS IN WAITING ROOM SHALL BE A
SUSPENDED WALL SYSTEM KIT AS PROVIDED
BY LUMICOR. EDGES SHALL BE EASED AND
POLISHED TO GLOSS FINISH. TOP AND
BOTTOM TRACK SHALL BE SATIN ANODIZED.
SEE INTERIOR ELEVATION -/-.
B1 S P1P2P2P2
FLOORING, BASE, AND TILE
FLOORING:
C1 - CARPET TILE:
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
INSTALLATION METHOD: TBD
COLOR: TBD
M1 - WALK-OFF MAT:
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
INSTALLATION METHOD: TBD
COLOR: TBD
V1 - VINYL TILE
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
INSTALLATION METHOD: TBD
COLOR V1-a: TBD
COLOR V1-b: TBD
S1 - RESILIENT SHEET FLOORING (VINYL/ RUBBER):
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
THICKNESS: TBD
INSTALLATION METHOD: HEAT WELD
COLOR: TBD
_______________________________________________
TRANSITIONS:
TS1 - TRANSITION STRIP:
MANUFACTURER: JOHNSONITE
SERIES: WHEELED TRAFFIC TRANSITIONS
(#CTA-XXX-HL OR SIMILAR AS REQUIRED)
COLOR: TBD
_______________________________________________
WALL BASE:
B1 - VINYL BASE:
MANUFACTURER: JOHNSONITE
HEIGHT: 4"
STYLE/ SERIES: TRADITIONAL WALL BASE
·CARPET AREAS- STRAIGHT/
·RESILIENT FLOORING AREAS- COVE
COLOR: TBD
B2 - INTEGRAL COVE BASE:
MANUFACTURER: COORDINATE W/ SHEET
FLOORING MATERIAL(S) LISTED ABOVE.
HEIGHT: 6"
_______________________________________________
TILE:
T1 - PORCELAIN WALL TILE 1 - FIELD TILE:
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
INSTALLATION METHOD: TBD
COLOR: TBD
T2 - WALL TILE 2 - GLASS MOSAIC ACCENT:
MANUFACTURER: TBD
STYLE/ SERIES: TBD
SIZE: TBD
INSTALLATION METHOD: TBD
COLOR: TBD
1.SEE FINISHES FLOOR PLAN FOR FLOORING
PATTERNS & TRANSITIONS.
2.PROVIDE SEAMING PLAN FOR ALL SHEET
FLOORING FOR ARCHITECT'S APPROVAL.
3.CENTER ALL FLOOR TILES IN ROOM WHERE
FEASIBLE.
4.HEAT WELD ALL SHEET VINYL/ RUBBER
FLOORING SEAMS WITH COORDINATING
WELDING ROD COLOR.
5.USE LARGEST SIZE OF RESILIENT SHEET
FLOORING AVAILABLE AS REQUIRED TO
MINIMIZE NUMBER OF SEAMS.
_______________________________________________
6.IF REQUIRED UNDER DOOR, INSTALL
TRANSITION STRIPS DIRECTLY UNDER THE
CLOSED DOOR. SEE TRANSITION DETAILS
XX-XX/AF101 THIS SHEET.
7.PROVIDE TRANSITION STRIPS WHERE NEW
FLOORING ABUTS EXISTING FLOORING
SURFACES TO REMAIN IF REQUIRED.
8.PROVIDE TRANSITION STRIPS WHERE
REQUIRED BY DIFFERENT FINISHED FLOOR
HEIGHTS/THICKNESS. IF TRANSITION IS
BETWEEN MATERIALS OF EQUAL HEIGHT, NO
TRANSITION STRIP IS REQUIRED BENEATH
DOOR.
_______________________________________________
9.ALL RESILIENT BASE SHALL BE ROLLED
GOODS. USE LONGEST LENGTHS POSSIBLE
AND MINIMIZE SEAMS.
10.RESILIENT BASE: USE STRAIGHT BASE FOR
CARPET CONDITION; COVE BASE FOR
RESILIENT FLOORING CONDITION.
11.USE INTEGRAL COVE BASE WITH CONTINUOUS
EDGE CAP FOR ALL SHEET FLOORING
LOCATIONS. ALL SEAMS SHALL BE HEAT
WELDED WITH COORDINATING WELDING ROD
COLOR. SEE DETAIL -/AF601.
_______________________________________________
12.INSTALL PORCELAIN WALL TILE WAINSCOT ON
ALL PLUMBING WALLS IN TOILET ROOMS (SEE
FINISH SCHEDULE) TO A HEIGHT OF XX" AFF
(COORDINATE W/ WALL-MOUNTED TOILET
ROOM ACCESSORIES)
13.INSTALL 6" ACCENT TILE STRIP (T2) 1 COURSE
BELOW TOP COURSE OF FIELD TILE (T1).
14.MITER PORCELAIN WALL TILE AT INSIDE AND
OUTSIDE CORNERS.
15.TERMINATION AT TOP OF PORCELAIN TILE
WAINSCOT SHALL BE SCHLUTER, JOLLY SIZE
100 (10MM FOR 3/8" TILE) IN ANODIZED
ALUMINUM. MITER TRIM AT INSIDE AND
OUTSIDE CORNERS.
WALL & DOOR PROTECTION
CORNER GUARDS: SEE DETAIL -/AF601
MANUFACTURER: INPRO CORPORATION
STYLE/ SERIES: HIGH IMPACT (150/160/130)
HEIGHT: TBD
COLOR: TBD
CHAIR RAILS: SEE DETAIL -/AF601
MANUFACTURER: INPRO CORPORATION
STYLE/ SERIES: 1400, HIGH IMPACT
COLOR: TBD
HANDRAILS: SEE DETAIL -/AF601
MANUFACTURER: INPRO CORPORATION
STYLE/ SERIES: 1400, HIGH IMPACT
COLOR: TBD
CRASH RAILS/ BUMPERS: SEE DETAIL -/AF601
MANUFACTURER: INPRO CORPORATION
STYLE/ SERIES: 1400, HIGH IMPACT
COLOR: TBD
WALL PROTECTION PANELS:
MANUFACTURER: ACROVYN
STYLE/SERIES: TBD
HEIGHT: TBD
COLOR: TBD
FRP PANELS: SEE DETAIL -/AF601
MANUFACTURER: MARLITE
STYLE/ SERIES: STANDARD
FINISH: PEBBLED
HEIGHT: 64" AFF
COLOR: TBD
1.TERMINATE CHAIR RAILS TO PROVIDE 4"
MINIMUM CLEARANCE BETWEEN RAIL AND
ANY OPENINGS OR CORNERS.
2.INSTALL CORNER GUARDS WHERE SHOWN ON
FINISHES FLOOR PLAN, AND AT ANY OTHER
HIGH-TRAFFIC/ HIGH-IMPACT CORNERS AS
REQUIRED.
3.WALL PROTECTION PANELS SHALL BE
INSTALLED TO A HEIGHT OF 4'-0" ON ALL
WALLS UNO WALL PROTECTION PANELS
SHALL BE CUT AROUND ELECTRICAL OUTLETS
AS NECESSARY.
4.INSTALL CRASH RAIL AT RECEPTION APRON -
SEE ELEVATION -/-.
ETRB-128
B-127
B-125
MRI EQUIPMENT ROOM
CORRIDOR
TRIM
FABRICS AND ACOUSTIC PANELS
MATERIALS NOTES
F1 - FABRIC 1:
MANUFACTURER: TBD
PATTERN: TBD
COLORWAY: TBD
F2 - FABRIC 2:
MANUFACTURER: TBD
PATTERN: TBD
COLORWAY: TBD
AP1 - ACOUSTIC PANEL 1:
MANUFACTURER: ARMSTRONG
SERIES: SOUNDSOAK
FABRIC: TBD
1.PRIVACY/ CUBICLE CURTAINS SHALL BE CF/CI
FABRIC SHALL BE F1. SEE DETAIL -/-.
2.FABRIC FOR FABRRIC-WRAPPED HOMASOTE
ACOUSTIC PANELS SHALL BE F2.
PL2
PL1
NEW MILLWORK / CASEWORK WITH PLASTIC LAMINATE COUNTERTOP
NEW MILLWORK / CASEWORK WITH SOLID SURFACE COUNTERTOP
PRIVACY CURTAIN CEILING TRACK
COUNTERTOP MATERIAL
VERTICAL CABINETRY MATERIAL
ABBREVIATIONS
GENERAL FINISH NOTES
A.IN ALL AREAS WHERE DEMOLITION OCCURS, PATCH TO MATCH EXISTING/ NEW FINISHES AS
SCHEDULED.
B.SEE REFLECTED CEILING PLAN FOR CEILING TYPES AND FINISHES.
C.CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL MATERIALS ARE ORDERED ON TIME TO
COMPLETE THE PROJECT. VERIFY AND COORDINATE LEAD TIMES FOR ALL MATERIALS WITH
CONSTRUCTION SCHEDULE.
CG CORNER GUARD
CPT CARPET
ETR EXISTING TO REMAIN
LVT LUXURY VINYL TILE
ME MATCH EXISTING
MOD MODIFY EXISTING AS REQUIRED
MTL METAL
PTD PAINTED
PTM PATCH TO MATCH EXISTING
TBD TO BE DETERMINED
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
WD WOOD
MATERIALS NOTESMATERIALSNOTESMATERIALSNOTES
MATERIALS NOTESRESILIENT SHEET FLOORINGINTEGRAL COVE BASEFLOOR BASE
PLAN NORTH PLAN EAST
WALLS
PLAN SOUTH PLAN WEST
DOOR REMARKS
FINISHES PLAN LEGENDPAINTCEILINGPLASTIC LAMINATESOFFIT
ACTSEERCP -PAINT-ETR
ETR
P2
P2---S P1
-
--2/16/2021 1:23 PMROOM FINISH SCHEDULE
AF101
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
F. E.
CAB.
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
C.G.
C.G.
A C
CLOSET
B-128A
PROJECT AREA
F
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPPLANNORTHEQUIPMENT PLAN
SCALE: 1/4" = 1'-0"
1
2
3
1415
5
4
6
7
12
10
11
9
20
21
18
23
26
27
25
22
28
17
24
8
13
EQUIPMENT INFOQTYITEM #
1.5 T MAGNET
(SIZE DETERMINED BY OWNER OR MANUFACTURER INFO)
REMARKS
1 -1
SIZE
W" x D" x H" (IF AVAILABLE)
ACQUIRED
INSTALLED
ELECTRIC
VOLTAGE
REQ'T
N = normal
E = emergency
DATA /
TELE /
CABLE
PLUMBING HVAC
CF/CI -----
ALLOCATIONS FOR EQUIPMENT, TOILET ACCESSORIES AND MISC. ACCESSORIES
CF/CI - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED
OF/OI - OWNER FURNISHED, OWNER INSTALLED
OF/CI - OWNER FURNISHED, CONTRACTOR INSTALLED
REAR PEDESTAL12
GEM PATIENT TABLE13
14
15 PHANTOM SET STORAGE CABINET
16
MAGNET RUNDOWN UNIT
17
SECONDARY PENETRATION WALL18
POWER, GRADIENT, RF CABINET19
HEAT EXCHANGER CABINET110
MAGNET MONITOR111
BLOWER BOX
112
OPERATOR CONSOLE COMPUTER113
OPERATOR WORKSPACE114
PNEUMATIC PATIENT ALERT115
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
CF/CI
125 CF/CI
WATER FILTER120 CF/CI
DIMPLEX 5000 CHILLER (LOCATED ON THE ROOF)119
UPS REMOTE STATUS PANEL1
CF/CI
CF/CI
OF/OI
150 KVA UPS SYSTEM123 CF/CI27" W x 32" D x 71" H
NOT USED-16 CF/CI
PENETRATION CABINET
CRYOCOOLER COMPRESSOR
MUSIC SYSTEM117
MAIN DISCONNECT PANEL118
WATER BYPASS121 CF/CI
CF/CI
CF/CI
REMOTE GRAPHIC DISPLAY122 CF/CI
MAINTENANCE BYPASS PANEL124 CF/CI
126 CF/CIUPS BATTERY CABINET1 CF/CI
127 REMOTE MAGNET RUNDOWN UNIT1 CF/CI
128 METAL DETECTOR (HAND HELD)1
-
-
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
-
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
-
-
-
-
-
-
-
-
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
-
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIRED
CONTRACTOR TO PROVIDE
WALL BLOCKING AS REQUIREDCF/CI
31" W x 11.5" D x 65.87" H
2/16/2021 1:26 PMEQUIPMENT SCHEDULE
AQ601
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
DRILL 1" DIA. x 6" HOLE IN EXISTING
CONCRETE SLAB AND GROUT 1/2" DIA.
FIBERGLASS REINFORCEMENT BAR SOLID
@ 12" O.C. IN NON-SHRINK EPOXY GROUT
EXISTING CONCRETE SLAB TO REMAIN
NEW 12" CONCRETE SLAB (4000 PSI) INFILL
WITH 1/2" DIA. FIBERGLASS REINFORCEMENT
@12" O.C. EACH WAY @ TOP AND BOTTOM
WATERSTOP
(TYPICAL)CONTRACTOR TO PROVIDE 10-MIL VAPOR
BARRIER BELOW PROPOSED CONCRETE
WORK AND OVERLAP EXISTING VAPOR
BARRIER (12" MINIMUM) - TAPE ALL EDGES
SLAB INFILL DETAIL
SCALE: 1" = 1'-0"
16
S101
ALIGN
1'-0"±F.V.EL. = -0'-1 5/8"
T/O EXISTING RECESSED
FLOOR SLAB
8"±F.V.3"CLEAR3"CLEAR2'-0"
F. E.
CAB.
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
C.G.
C.G.
A C
CLOSET
B-128A
PROJECT AREA
F
SEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPSEPS
O
V
T/O EXISTING ACCESS
FLOOR SLAB
EL. = -1'-1 5/8"
T/O RECESSED FLOOR SLAB
EL. = -0'-1 5/8"PLANNORTHSLAB PLAN
SCALE: 1/4" = 1'-0"
INFILL TRENCH WITH NEW FIBERGLASS
REINFORCED CONCRETE - SEE DETAIL 16/S101
T/O RECESSED FLOOR SLAB
EL. = -1'-1 5/8"2'-0"±F.V.11'-978"±
F.V.12'-11"7'-1"3'-212"
REINFORCED CONCRETE (4000 PSI) BY
CONTRACTOR
2/16/2021 1:31 PMSTRUCTURAL SLAB PLAN
S101
GS
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
EX W14 x 30 BEAM WITH
FITTED STIFFENER EACH
SIDE AT POSTS
EX 3" 18 GA. GALV. METAL DECK -
SEE ARCH. DRAWINGS FOR ROOF
CONSTRUCTION
NEW W10 x 26 x 5 3/4" STEEL ROOF TOP
DUNNAGE & PIPE POST - SEE PLANS
4.5" O.D. STD. PIPE POST
4.5" O.D. STD. PIPE
POST ON 3/4" PL
EX W14 x 30 NEW FITTED STIFF.
@ EACH POST
EX W14x30
L1 12"X1 12"X3/16" CONT.
BACKER T&B
13 1/8"x3/8" PL L=10'-0" CENTER ON BEAM BOTH
SIDES. RECESS 1/4" FOR FIT AND WELD
3
16 3 6
14 3 6
EX W14 x 30
1/4" FITTED STIFFENER AT ENDS OF 10'-0"
PLATE
13 1/8" x 3/8" PL L=10'-0" CENTER ON BEAM
BOTH SIDES. RECESS 1/4" FOR FIT AND
WELD
REMOVE EX. FIREPROOFING AS REQUIRED
FOR INSTALLATION OF PLATES. ADD
STIFFENERS & CLOSE OFF ENDS
STEEL PLATE W/ (4) 5/8" HOLES &
(4) 1/2"-13 BOLTS BY RTU MFGR.
14
4.5" O.D. STD. PIPE POST ON
3/4" BOT. PLATE14
4.5" O.D. STD. PIPE POST WITH
12 x6 x 3/4" TOP PLATE
14
DETAIL
SCALE: 1" = 1'-0"
1
S191
DETAIL
SCALE: 1" = 1'-0"
2
S191
DETAIL
SCALE: 1" = 1'-0"
3
S191
DETAIL
SCALE: 1" = 1'-0"
4
S191
DETAIL
SCALE: 1" = 1'-0"
5
S191
DETAIL
SCALE: 1" = 1'-0"
6
S191
TYP. CLIP ANGLE CONN.
SCALE: N.T.S.
7
S1913'-6"1'-9"1'-9"DISTANCE VARIESINSULATION, METALDECK, JOISTSROOF WALKING
SURFACE
EX W14X30 ROOF BEAM
SEE PLANS
3/16
2'-0"3'-6"1'-9"1'-9"7'-6"±
V.I.F.
EX W14X30 ROOF BEAM
PROVIDE 42" GUARD HEIGHT ALL EDGES OF ROOF. FASTEN
CLEAR OF ROOF EDGE AND FLASHING. KEEP IN THE FIELD OF
THE MEMBRANE ROOF. FASTEN TO MAIN ROOF STEEL BELOW
PER DETAILS
12" STD. STEEL PIPE CONSTRUCTION. SHOP
PREPARE AND PRIME AND PAINT WITH
TNEMEC DIRECT TO METAL. COLOR BY
ARCHITECT
412"1'-1716"63
4"1012"712"1012"712"1'-0"112"112"
6"
53
4"
234"10"7"3"3"TYP.3/4" DIA. A325F BOLTS
W6 & W8 - (2) L3 1/2 x 3 1/2 x 5/16
WITH (2) ROWS BOLTS.
W10, W12, & W14 - (2) L4 x 3 1/2 x 5/16
WITH (3) ROWS BOLTS.
W16 & W18 - (2) L4 x 3 1/2 x 3/8 WITH
(4) ROWS BOLTS.
W21 & W24 - (2) L4 x 3 1/2 x 3/8 WITH
(5) ROWS BOLTS.
4.5" O.D. STD. PIPE POST
W/12"x6"x3/4" CAP W/(4)
3/4" A325 BOLTS
EQUIP. CONNECTION BY
MFG.
W10x26x5 3/4"4.5" O.D. STD. PIPE
POST WITH 12x6x3/4"
TOP PLATE
6"1'-0"11
2"112"3'-6"4'-3"
5'-41
8"7'-0"3'-41
2"1'-6"2'-2"V.I.F.53
4"10"234"7"STEEL PLATE W/ (4) 5/8"
HOLES & (4) 1/2"-13 BOLTS
BY RTU MFGR.
4.5" O.D. STD. PIPE
POST ON 34" PL
10 12"712"
1/4" FITTED STIFFENER
EACH SIDE AT EACH POST
SECTION - CHILLER DUNNAGE FRAMING PLAN
SCALE: 1/2" = 1'-0"
A
S101
ROOF MEMBRANE
WALKING SURFACE
R.D.
R.D.
REF - 1
A C
6
5
32'-0"28'-7"PLANNORTHROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
EX W10X49 + 18 CAMBER = 1/2"
EX W14X26
EX W14X30 (+7'-3")
EX W14X30 (+7'-3")
3" TYPE NS, 20 GA. GALV.
METAL ROOF DECK
EX W18X50 (+7'-3")EX W18X50 (+7'-3")EX W14X26 (+7'-3")(-0'-7")EX W8X35EX W6X9EX W6X9(-0'-7")EX W8X351'-0"1'-0"NEW CHILLER
HEIGHT = 85"
WIDTH = 44"
LENGTH = 138"
OPERATING
WEIGHT = 4,001 LBS
33'-0"7'-8316"7'-634"7'-634"9'-238"EX W14X30 (+7'-3")
CENTER NEW
CHILLER ON BEAMW10X26 (+9'-3")5"
S
T
D
.
P
I
P
E5.563" O.D.5"
S
T
D
.
P
I
P
E5.563" O.D.5"
S
T
D
.
P
I
P
E5.563" O.D.5" STD. PIPE5.563"
O.
D.5" STD.
PI
P
E
5.563"
O.
D.5" STD.
PI
P
E
5.563"
O.
D.
3'-412"5'-41
8"
CENTER NEW CHILLER
ON BEAM
W10X26 (+9'-3")5"
S
T
D
.
P
I
P
E
5.
5
6
3
"
O
.
D
.5" STD. PIPE5.
5
6
3
"
O
.
D
.5" STD. PIPE5.
5
6
3
"
O
.
D
.5" STD. PIPE5.563" O.D.5" STD. PIPE5.563" O.D.5" STD. PIPE5.563" O.D.W10X26 (+9'-3")NOTES:
1.VERIFY ALL DIMENSIONS IN THE FIELD.
DO NOT SCALE STRUCTURAL DRAWINGS.
S191
5
NEW STEEL PLATE
REINFORCING
NEW STEEL PLATE
REINFORCING
S191
4
S191
3
2'-0"2'-0"19'-1716"S191
A
S191
2
W10X26
(+9'-3")
W10X26
(+9'-3")
W10X26
(+9'-3")W10X26 (+9'-3")W8X18
(+9'-3")
W8X18
(+9'-3")
3'-412"1'-934"11'-6"1'-934"4'-213
16"
NEW STEEL PLATE
REINFORCING
CHILLER DUNNAGE FRAMING PLAN
SCALE: 1/4" = 1'-0"
B
S191
2/16/2021 1:32 PMROOF FRAMING PLAN AND
DETAILS
S191
BH
SEAL:
MARK DATE ISSUE
-02/15/2021 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
20-052
DH
DH
02/03/2021
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
PROJECT:
MRI Replacement
Basement Floor Level
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
1. THIS PROJECT INCLUDES SYSTEMS AND ELEMENTS REQUIRING DESIGN AND SUBMITTAL BY A PROFESSIONAL
ENGINEER OR QUALIFIED PROFESSIONAL AS PART OF THE CONTRACTOR’S SCOPE OF WORK. THE
PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA FOR THESE DELEGATED DESIGN ITEMS ARE INDICATED IN
THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE SUBMISSION OF DELEGATED DESIGN SUBMITTALS TO THE
AUTHORITY HAVING JURISDICTION FOR APPROVAL.
3. THE FOLLOWING SYSTEMS, OR PORTIONS THEREOF, REQUIRE A DEFERRED SUBMITTAL. REFER TO THE
SPECIFICATIONS FOR REQUIREMENTS. ADDITIONAL SYSTEMS MAY REQUIRE DEFERRED SUBMITTALS WHERE
INDICATED IN THE SPECIFICATIONS. THIS LIST IS NOT INTENDED TO BE A COMPREHENSIVE LIST OF ALL SYSTEMS
REQUIRING A DELEGATED DESIGN, THE CONTRACTOR IS RESPONSIBLE FOR ALL DELEGATED DESIGN
REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS.
a. FIRE PROTECTION SYSTEMS
b. HANGERS AND SUPPORTS
c. EXPANSION COMPENSATION
d. VIBRATION CONTROL SYSTEMS
e. SEISMIC AND WIND RESTRAINT SYSTEMS
f. METAL DUCT CONSTRUCTION
g. ELECTRICAL SHORT CIRCUIT AND COORDINATION STUDIES AND ARC FLASH HAZARD ANALYSIS
h. LIGHTNING PROTECTION SYSTEMS
i. FIRE ALARM SYSTEMS
DELEGATED DESIGN AND DEFERRED SUBMITTALS
1. IT IS NOT THE INTENTION TO SHOW EVERY FITTING, WIRE, OR DEVICE. ALL SUCH ITEMS SHALL BE FURNISHED AND
INSTALLED AS NECESSARY FOR A COMPLETE SYSTEM.
2. CONCEAL RACEWAYS IN FINISHED AREAS. RACEWAYS WITHIN MECHANICAL AND ELECTRICAL ROOMS MAY BE
SURFACE-MOUNTED.
3. DO NOT INSTALL CONDUIT IN CONCRETE SLABS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER.
4. EACH INDIVIDUAL ELECTRICAL HOMERUN SHOWN ON FLOOR PLANS, DETAILS, OR SCHEDULES SHALL BE PROVIDED
IN A DEDICATED RACEWAY.
5. SERIES RATING OF PROTECTIVE/ISOLATION DEVICES AND/OR ELECTRICAL EQUIPMENT IS UNACCEPTABLE. ALL
ELECTRICAL EQUIPMENT AND PROTECTIVE DEVICES SHALL BE “FULLY” RATED.
6. PROVIDE POWER TO MECHANICAL EQUIPMENT SHOWN ON MECHANICAL PLANS, RISERS, SCHEDULES, OR IN
SPECIFICATIONS. MECHANICAL EQUIPMENT IS NOT NECESSARILY SHOWN ON ELECTRICAL PLANS. REFER TO
MECHANICAL PLANS AND SCHEDULES FOR LOCATIONS AND SPECIFIC ELECTRICAL REQUIREMENTS. COORDINATE
EXACT LOCATION AND ORIENTATION OF EQUIPMENT WITH OTHER TRADES.
7. PROVIDE INTERFACE CONNECTIONS TO THE FIRE ALARM SYSTEM AND FIRE PROTECTION SYSTEM EQUIPMENT
SHOWN ON PLANS, SCHEDULES, RISERS, OR IN SPECIFICATIONS. THIS EQUIPMENT IS NOT NECESSARILY SHOWN
ON ELECTRICAL PLANS. COORDINATE EXACT LOCATION AND QUANTITY WITH THE FIRE PROTECTION CONTRACTOR.
8. FURNISH AND COORDINATE THE LOCATION OF DUCT SMOKE DETECTORS. PROVIDE AND WIRE DEVICES TO THE
FIRE ALARM SYSTEM; FURNISH DETECTORS TO THE MECHANICAL CONTRACTOR FOR INSTALLATION.
9. MAKE CONNECTIONS TO LUMINAIRES IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. PROVIDE
SWITCHING, AND OCCUPANCY SENSORS AND NORMAL CIRCUIT MONITORING AS PER THE DETAILS.
10. EXIT SIGNS ARE NOT NECESSARILY SHOWN WIRED ON THE DRAWINGS. PROVIDE SINGLE CIRCUIT EXIT SIGNS WITH
BATTERY BACKUP; CONNECT POWER TO THE UN-SWITCHED LIGHTING CIRCUIT IN THE AREA SERVED BY THE EXIT
SIGN.
11. CONNECT EMERGENCY FLUORESCENT POWER UNITS (BATTERY BALLAST(S)) OR EMERGENCY LIGHTING UNITS TO
LINE SIDE OF SWITCHING. THESE UNITS MUST MONITOR THE NORMAL LIGHTING CIRCUIT WITHIN THE SPACE.
12. INSTALL WIRING FROM AN EMERGENCY SOURCE OR EMERGENCY DISTRIBUTION OVERCURRENT PROTECTION TO
EMERGENCY LOADS ENTIRELY INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT EXCEPT WITHIN THE
EQUIPMENT, EXIT SIGNS, AND EMERGENCY LUMINAIRES.
13. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR THE EXACT LOCATION OF ALL CEILING MOUNTED
LUMINAIRES SHOWN ON ELECTRICAL PLANS.
14. BOND ALL OF THE FOLLOWING SERVICES TOGETHER PER THE NEC: POWER, TELECOMMUNICATIONS, CATV AND
LIGHTNING PROTECTION.
15. PROVIDE BRANCH CIRCUITS FROM ELECTRICAL PANELS WITH SUFFICIENT CAPACITY AND SPACE FOR
MISCELLANEOUS SYSTEMS. THESE SYSTEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO, MONITORING SYSTEMS,
CONTROL PANELS, ANNUNCIATOR PANELS, PLUMBING ACCESSORIES, ETC. FURNISH AND INSTALL ALL BRANCH
CIRCUIT WIRING AND CIRCUIT BREAKERS FOR THE EQUIPMENT SHOWN.
16. PROVIDE GROUND FAULT RECEPTACLES WITHIN SIX FEET (6') OF SINK OR OTHER WATER SOURCE; PROVIDE
GROUND FAULT WEATHER PROOF RECEPTACLES AT ALL EXTERIOR LOCATIONS.
ELECTRICAL CONDUITS
1. PARTIAL CONDUIT ROUTING INDICATED ARE INTENDED TO REPRESENT A PROPOSED PATHWAY SHOWN FOR
DESIGN INTENT ONLY. NOT ALL CONDUITS, PULL BOXES AND JUNCTION BOXES ARE SHOWN.
2. THE CONTRACTOR IS RESPONSIBLE PROVIDING AND SIZING OF ALL PULL BOXES, SPLICE BOXES, FITTINGS,
RACEWAYS AND TRANSITIONS ETC. FOR ALL ELECTRICAL WORK AS INDICATED BY SCHEDULE, RISERS,
SEQUENCES, SPECIFICATIONS AND DRAWINGS.
ELECTRICAL
1. UNLESS OTHERWISE NOTED, THE INTENT OF THESE DOCUMENTS IS TO PROVIDE FULL SPRINKLER
COVERAGE TO ALL SCOPE OF WORK AREAS. PROVIDE ALL PIPING, SUPPORTS, AND EQUIPMENT
NECESSARY FOR A FULL COVERAGE SYSTEM IN CONFORMANCE WITH NFPA, STATE AND LOCAL CODES,
THE OWNER'S INSURANCE COMPANY, AND THE AUTHORITY HAVING JURISDICTION.
2. THE DRAWINGS DEPICT A PROPOSED FIRE PROTECTION SYSTEM LAYOUT; PIPE ROUTING, PIPE SIZES, AND
APPROXIMATE SPRINKLER HEAD LOCATIONS ARE SHOWN FOR COORDINATION PURPOSES ONLY. THE
CONTRACTOR SHALL PRODUCE A COMPLETE SET OF WORKING PLANS IN ACCORDANCE WITH NFPA 13
BASED ON HYDRAULIC CALCULATIONS PER THE SPECIFIED DESIGN CRITERIA. ALL PLANS AND
CALCULATIONS SHALL BE SIGNED AND SEALED BY THE CONTRACTOR'S REGISTERED FIRE PROTECTION
ENGINEER AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITY AND OWNER'S UNDERWRITER FOR
APPROVAL.
3. WHERE SPRINKLER HEADS ARE SHOWN ON CONTRACT DOCUMENTS, THEY ARE INDICATED FOR GENERAL
COORDINATION PURPOSES ONLY; FULL SPRINKLER COVERAGE REMAINS THE RESPONSIBILITY OF THE
INSTALLING CONTRACTOR. REFER TO THE ARCHITECTURAL DRAWINGS FOR COORDINATION OF SPRINKLER
HEAD LOCATIONS WITH CEILING AND WALL CONSTRUCTION.
4. ALL EQUIPMENT MAIN DRAINS AND INSPECTOR TEST DRAINS SHALL BE PIPED TO THE EXTERIOR OF THE
BUILDING. PROVIDE CONCRETE SPLASH GUARDS AT EACH DRAIN LOCATION TO AVOID SOIL EROSION OR
OTHER DAMAGE.
5. BRANCH PIPING TO SPRINKLER HEADS SHALL NOT BE INSTALLED FROM THE BOTTOM OF HORIZONTAL
SPRINKLER MAINS OR BRANCH LINES; ALL CONNECTIONS TO SPRINKLER HEADS SHALL BE MADE FROM THE
TOP OR SIDES OF THE MAIN OR BRANCH LINES.
6. LOCATIONS OF FIRE DEPARTMENT CONNECTIONS AND FIRE PROTECTION SERVICE CONTROL VALVES
SHALL BE COORDINATED WITH THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.
7. PROVIDE DRAINS AT ALL LOW POINTS AND PITCH PIPING TO DRAIN. PROVIDE BALL VALVES ON ALL DRAINS
SERVING PIPING CONTAINING MORE THAN 4 GALLONS OF WATER.
FIRE PROTECTION
1. FOR DRAWING CLARITY, VOLUME DAMPERS ARE NOT NECESSARILY SHOWN ON DUCTWORK PLANS. REFER
TO SPECIFICATIONS, DETAILS, AND SCHEMATIC DIAGRAMS FOR VOLUME DAMPER LOCATIONS; VOLUME
DAMPERS SHOWN ON DUCT PLANS ARE IN ADDITION TO THOSE INDICATED IN THE SPECIFICATIONS AND
DETAILS.
2. FOR DRAWING CLARITY, VALVES AND ACCESSORIES ARE NOT NECESSARILY SHOWN ON PIPING PLANS.
REFER TO SPECIFICATIONS, DETAILS, AND SCHEMATIC DIAGRAMS FOR VALVE AND ACCESSORY LOCATIONS;
VALVES AND ACCESSORIES SHOWN ON PLANS ARE IN ADDITION TO THOSE INDICATED IN THE
SPECIFICATIONS AND DETAILS.
3. PROVIDE DUCT TAKE-OFF FITTINGS PER THE SPECIFICATIONS AND DETAILS ON DRAWINGS. TAKE-OFFS
SHOWN ON FLOOR PLANS DO NOT NECESSARILY REPRESENT THE SPECIFIC TYPE OF TAKE-OFF REQUIRED.
4. PIPING SHALL BE SUPPORTED FROM STRUCTURE ABOVE. TO MAXIMIZE HEAD ROOM, INSTALL TIGHT TO
BOTTOM OF BEAMS WHEN RUNNING PERPENDICULAR TO BEAM. INSTALL PIPING TIGHT TO FLOOR SLAB
WHEN RUNNING PARALLEL TO BEAM. PROVIDE ALL NECESSARY FITTINGS AND TRANSITIONS.
5. FOR ALL PIPING SYSTEMS, PROVIDE AIR VENTS AT ALL HIGH POINTS AND DRAINS AT ALL LOW POINTS.
6. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS OF FIRE-RATED CONSTRUCTION, INCLUDING WALLS,
SHAFTS AND FLOOR PENETRATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS.
7. PROVIDE MOTORIZED DAMPERS AT ALL PERMANENT EXTERIOR DUCTED OR LOUVERED OPENINGS (EXCEPT
DRYER, KITCHEN, AND FUME EXHAUST) AND PROVIDE BMS CONTROL OF THE DAMPER OPERATION. PITCH
ALL DUCTWORK CONNECTED TO LOUVERS TO EXTERIOR OF BUILDING.
HVAC
1. FOR DRAWING CLARITY, INDIVIDUAL BRANCH PIPING TO EACH PLUMBING FIXTURE IS NOT NECESSARILY
SHOWN ON PLANS. EACH FIXTURE SHALL BE PROPERLY PIPED TO WATER, WASTE, AND VENT PIPING
SYSTEMS. REFER TO THE PLUMBING SCHEDULES FOR INDIVIDUAL PIPE SIZES TO EACH FIXTURE.
2. INSTALL TRAP PRIMERS FOR ALL FLOOR DRAINS AND WATER HAMMER ARRESTORS AT ALL QUICK CLOSING
VALVES (FLUSH VALVES, SOLENOID VALVES, ETC.); SIZE SHALL BE BASED ON FIXTURE UNITS PER PDI
STANDARDS.
3. INCLUDE NECESSARY PIPING OFFSETS AND TRANSITIONS AS REQUIRED TO INSTALL THE PLUMBING
FIXTURES AND EQUIPMENT.
4. PIPING SHALL BE INSTALLED WITHIN INTERIOR WALLS UNLESS FIXTURE OR EQUIPMENT LOCATION
NECESSITATES PIPING INSTALLATION IN EXTERIOR WALL. PIPING INSTALLED IN EXTERIOR WALLS SHALL BE
INSTALLED COMPLETELY ON THE INTERIOR SIDE OF THE BUILDING ENVELOPE IN A LOCATION FREE OF
INFILTRATION.
5. PROVIDE COOLING COIL CONDENSATE TRAPS AND DRAIN PIPING FOR ALL MECHANICAL EQUIPMENT
REQUIRING SAME; PIPE CONDENSATE DRAINS TO INDIRECT WASTE FLOOR DRAIN OR OTHER APPROVED
LOCATION.
6. COORDINATE EXACT LOCATION OF UNDERGROUND UTILITIES (WATER, GAS, SANITARY, ETC.) EXITING OR
ENTERING THE BUILDING WITH THE SITE CONTRACTOR, GENERAL CONTRACTOR OR CONSTRUCTION
MANAGER.
PLUMBING
1. THIS PROJECT INVOLVES THE RENOVATION OF AN EXISTING FACILITY; BEFORE SUBMITTING A BID,
CONTRACTORS SHALL ARRANGE A VISIT TO THE SITE THROUGH THE BUILDING OWNER AND BECOME
THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS UNDER WHICH THE PROJECT IS TO BE
COMPLETED.
2. CONTRACTORS SHALL BE HELD RESPONSIBLE FOR ASSUMPTIONS, OMISSIONS OR ERRORS MADE AS A
RESULT OF FAILURE TO BECOME FULLY FAMILIAR WITH THE EXISTING CONDITIONS.
3. IT IS NOT THE INTENT OF THESE DOCUMENTS TO SHOW EVERY DEVICE, APPURTENANCE, PIPE, WIRE OR
CONDUIT TO BE REMOVED. COMPLETELY REMOVE EQUIPMENT AND SYSTEMS NOT BEING REUSED,
INCLUDING ASSOCIATED HANGERS, SUPPORTS, BASES, PADS, PIPES, DUCTS, CONDUITS, WIRES,
INSULATION, AND CONTROLS BACK TO THE ACTIVE POINT OF ORIGIN.
4. EQUIPMENT, PIPING, OR CONDUIT SHALL NOT BE ABANDONED IN PLACE UNLESS SPECIFICALLY NOTED.
5. PROPERLY DISPOSE OF REMOVED EQUIPMENT IN COMPLIANCE WITH CODES, REGULATIONS, AND
ENVIRONMENTAL PROTECTION STANDARDS.
6. VERIFY THE EXACT LOCATION AND QUANTITY OF ALL SYSTEM COMPONENTS SCHEDULED FOR REMOVAL OR
RELOCATION.
7. PROTECT ALL SYSTEMS SCHEDULED TO REMAIN DURING CONSTRUCTION.
8. RELOCATE EXISTING SYSTEM COMPONENTS SCHEDULED TO REMAIN IN ORDER TO ACCOMMODATE
CONSTRUCTION OF NEW SYSTEMS AND FINISHES.
9. MAINTAIN THE CONTINUITY OF ALL EXISTING SYSTEMS SCHEDULED TO REMAIN ACTIVE DURING
CONSTRUCTION INCLUDING ACTIVE SYSTEMS PARTIALLY REMOVED AS PART OF THIS PROJECT.
COORDINATE ALL INTERRUPTIONS OF SERVICE WITH THE OWNER IN ADVANCE.
10. PROVIDE TEMPORARY SERVICES REQUIRED TO ACCOMMODATE PHASING IN ORDER TO MAINTAIN EXISTING
SERVICES TO ACTIVE AREAS.
11. PRIOR TO CONSTRUCTION, MEASURE AND RECORD EXISTING AIRFLOW AND FAN DATA FOR OPERATING
CONDITION PRIOR TO DEMOLITION FOR ALL EXISTING AIR SYSTEMS AND BRANCH DUCTS SCHEDULED TO
REMAIN. PROVIDE REPORT TO ENGINEER PRIOR TO DEMOLITION.
RENOVATION
1. THE PROJECT DRAWINGS AND SPECIFICATIONS ARE BASED ON THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI)
DOCUMENTATION FORMAT. SPECIFICATION AND DRAWING CONTENTS ARE ARRANGED BY TOPIC AND CATEGORY.
2. THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE MECHANICAL AND
ELECTRICAL SYSTEMS. THE SPECIFIED FIRE PROTECTION, PLUMBING, HVAC, ELECTRICAL, TECHNOLOGY, AND
SPECIAL SYSTEMS SHALL BE COMPLETE IN ALL RESPECTS (OPERATIONAL, TESTED, ADJUSTED, CALIBRATED, AND
APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER).
3. THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. INFORMATION IS
PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE DOCUMENTS INCLUDED IN
THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN
AND INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.
4. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK
INCLUDED IN THE CONTRACT. IN ORDER TO INDICATE THE SCOPE OF WORK, THE PLANS ARE ARRANGED FOR
CLARITY IN TWO DIMENSIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE ACTUAL LAYOUT OF
SYSTEMS AND COORDINATION WITH OTHER SYSTEMS AND BUILDING ELEMENTS. COORDINATE LOCATIONS OF
UTILITIES AND EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATIONS TO THE
EQUIPMENT AND UTILITY LAYOUTS REQUIRED FOR INSTALLATION ARE TO BE PERFORMED UNDER THE CONTRACT
AGREEMENT AT NO ADDITIONAL COST. PROVIDE ADDITIONAL TRANSITIONS AND OFFSETS IN ALL PIPING, DUCTWORK
OR CONDUIT FOR COORDINATION WITH OTHER TRADES AND BUILDING ELEMENTS AND STRUCTURE.
5. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION AND MOUNTING HEIGHTS OF EQUIPMENT,
FIXTURES, AND DEVICES IN FINISHED SPACES. COORDINATE EQUIPMENT, FIXTURE, AND DEVICE COLORS AND
FINISHES WITH THE ARCHITECT. MOUNTING HEIGHTS SHALL BE APPROVED BY THE ARCHITECT.
6. PERFORM ALL WORK IN COMPLIANCE WITH THE SPECIFICATIONS, APPLICABLE CODES, ORDINANCES AND THE
REGULATORY AGENCIES HAVING JURISDICTION. WHERE THE CONTRACT DOCUMENTS EXCEED CODE
REQUIREMENTS, THE CONTRACT DOCUMENTS MUST BE FOLLOWED.
7. INSTALL ALL EQUIPMENT IN ACCESSIBLE LOCATIONS. WHERE EQUIPMENT MUST BE INSTALLED ABOVE AN
INACCESSIBLE CEILING OR BEHIND A WALL, PROVIDE AN APPROPRIATE ACCESS DOOR RATED TO MATCH THE CEILING
OR WALL RATING. COORDINATE THE LOCATION WITH THE ARCHITECT PRIOR TO INSTALLATION.
8. COORDINATE ALL UTILITIES ENTERING OR LEAVING THE BUILDING WITH THE SITE CONTRACTOR(S) BEFORE
INSTALLATION. COORDINATE INVERTS WITH THE STRUCTURE AND SYSTEM REQUIREMENTS PRIOR TO INSTALLATION.
9. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS DISCOVERED BETWEEN DOCUMENTS. IF THE CONFLICT IS
NOT RESOLVED PRIOR TO SUBMITTING A BID, CARRY THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S).
10. BEFORE INSTALLATION, COORDINATE REQUIRED SERVICE CONNECTIONS, FACTORY START UPS AND INSTALLATION
OF FIELD DEVICES ASSOCIATED WITH OWNER-FURNISHED EQUIPMENT.
11. PROVIDE A CONCRETE HOUSEKEEPING PAD FOR ALL FLOOR-MOUNTED EQUIPMENT.
12. ENCLOSED CONTROLLERS SHALL BE PROVIDED BY THE CONTRACTOR PROVIDING THE EQUIPMENT REQUIRING AN
ENCLOSED CONTROLLER. REQUIREMENTS ARE SPECIFIED UNDER DIVISION 26: "ENCLOSED CONTROLLERS".
13. DO NOT INSTALL PIPING OR DUCTWORK OVER ELECTRICAL PANELS, TRANSFORMERS, OR SPECIAL EQUIPMENT.
14. DO NOT INSTALL ANY SYSTEMS IN OR THROUGH ELEVATOR MACHINE ROOMS OR ELEVATOR SHAFTS THAT DO NOT
SERVE THE ROOM OR SHAFT. MAINTAIN A MINIMUM OF SEVEN (7) FOOT HEAD CLEARANCE IN THE ELEVATOR
MACHINE ROOM.
15. DO NOT INSTALL ANY SYSTEMS IN STAIRS NOT ASSOCIATED WITH OR SERVING THAT STAIR.
16. NO SYSTEM COMPONENTS MAY BE SUPPORTED FROM STRUCTURAL BRACED FRAMES.
17. NO SYSTEMS OR COMPONENTS MAY REST ON OR MAKE CONTACT WITH PIPING AND EQUIPMENT REQUIRED BY CODE
TO BE INDEPENDENTLY SUPPORTED, SUCH AS FIRE PROTECTION PIPING AND MEDICAL GAS PIPING.
GENERAL
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
DATE:
MEP001
02.15.2021
MEP GENERAL NOTES
AND CODES
NMP/GDB/BPW
JSC
780 CMR 115, APPENDIX AA: STRETCH ENERGY CODEMUNICIPAL REQUIREMENTS LOCAL CODES AND ORDINANCES ADOPTED BY MUNICIPALITY
STATE LAW MASSACHUSETTS GENERAL LAWS
THE JOINT COMMISSION
NFPA 101 - 2012: LIFE SAFETY CODE, AS ENFORCED BY CMS
NFPA 99 - 2012; HEALTH CARE FACILITIES CODE, AS ENFORCED BY CMSHEALTH CARE FACILITIES
2018 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES
OCCUPATIONAL SAFETY AND HEALTH ACT, TITLE 29/LABORPUBLIC HEALTH AND SAFETY 105 CMR: DEPARTMENT OF PUBLIC HEALTH REGULATIONS
THE AMERICANS WITH DISABILITIES ACT, TITLE II, INCLUDING THE AMERICANS WITH
DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND ADA REGULATIONS
2009 ICC/ANSI A117.1, GUIDELINES FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
MASSACHUSETTS GENERAL LAWS, CHAPTER 22
ACCESSIBILITY
521 CMR: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS
SEISMIC 2010 ASCE/SEI 7 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WITH
SUPPLEMENT NO. 1
FIRE ALARM NFPA 72 - 2013; NATIONAL FIRE ALARM AND SIGNALING CODE
NFPA 20 - 2013: STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS
FOR FIRE PROTECTION
NFPA 14 - 2013; STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMSFIRE PROTECTION
NFPA 13 - 2013; INSTALLATION OF SPRINKLER SYSTEMS
2015 INTERNATIONAL FIRE CODEFIRE CODE NFPA 1 - 2015; FIRE CODE
2016 ANSI / ASHRAE / IESNA 90.1; ENERGY STANDARD FOR BUILDINGS EXCEPT LOW RISE
RESIDENTIAL BUILDINGS
ENERGY EFFICIENCY
AMENDMENTS (780 CMR 13.00)
2018 INTERNATIONAL ENERGY CONSERVATION CODE
NFPA 110 - 2013; STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMSELECTRICAL (780 CMR 27.00)NFPA 70 - 2020; NATIONAL ELECTRIC CODE
271 CMR 6.00; UNIFORM SHEET METAL INSTALLATION RULES
MECHANICAL SYSTEMS (780
CMR 28.00)
2015 INTERNATIONAL MECHANICAL CODE
BUILDING CODE 2015 INTERNATIONAL BUILDING CODE
PARTIAL LIST OF APPLICABLE AND REFERENCED CODES AND STANDARDS, AS AMENDED BY STATE CODES, REGULATIONS, AND
LAWS (NOT ALL REFERENCED AND APPLICABLE CODES AND STANDARDS ARE LISTED)
527 CMR CHAPTER 27: EMERGENCY AND STANDBY POWER SYSTEMSSTATE ELECTRICAL CODE 527 CMR CHAPTER 12: MASSACHUSETTS ELECTRICAL CODE
STATE PLUMBING CODE 248 CMR CHAPTER 10: MASSACHUSETTS UNIFORM STATE PLUMBING CODE
MASSACHUSETTS GENERAL LAW CHAPTER 148: FIRE PREVENTION - SECTION 26STATE FIRE PREVENTION CODE 527 CMR - BOARD OF FIRE PREVENTION REGULATIONS
STATE BUILDING CODE MASSACHUSETTS STATE BUILDING CODE, 780 CMR - NINTH EDITION
THE FOLLOWING CODES APPLY TO ALL DRAWINGS AND SPECIFICATIONS
CODE INFORMATION
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
A AMPERE
AC ALTERNATING CURRENT
AL ALUMINUM CABLING
AMP AMPERE
AF ARC FAULT
AIC AMPS INTERRUPTING CURRENT
AWG AMERICAN WIRE GAUGE
BNC BAYONET NEIL-CONCELMAN
C/B CIRCUIT BREAKER
CKT CIRCUIT
COP or CU COPPER CABLING
DC DIRECT CURRENT
EM EMERGENCY
EM/NL EMERGENCY/NIGHT LIGHT WALK THROUGH
EMT ELECTRICAL METAL TUBING
FC FOOT CANDLE
FMC FLEXIBLE METALLIC CONDUIT
GE GROUNDING EQUALIZER
GEC GROUNDING ELECTRODE CONDUCTOR
GF GROUND FAULT
IG ISOLATED GROUND
JB JUNCTION BOX
MC METAL-CLAD CABLE
MCB MAIN CIRCUIT BREAKER
MLO MAIN LUGS ONLY
NL NIGHT LIGHT WALK THROUGH
P POLE
PE PRIMARY ELECTRIC SERVICE
PF POWER FACTOR
PH or ø PHASE
PNL PANELBOARD
PT POTENTIAL TRANSFORMER
R RELAY
RGS RIGID GALVANIZED STEEL CONDUIT
RMS ROOT MEAN SQUARED
SE SECONDARY ELECTRIC SERVICE
SPDT SINGLE POLE DOUBLE THROW
SPST SINGLE POLE SINGLE THROW
SW SWITCH
TP TAMPER PROOF
ELECTRICAL GENERAL ABBREVIATIONS
AAP AREA ALARM PANEL
AC AIR COMPRESSOR
ATC AUTOMATIC TEMPERATURE CONTROL SYSTEM
ACP AUTOMATIC CONDENSATE PUMP
ACU AIR CONDITIONING UNIT
AHU AIR HANDLING UNIT
ANN ANNUNCIATOR
ATS AUTOMATIC TRANSFER SWITCH
B BOILER
BFWP BOILER FEEDWATER PUMP
BLR BOILER
CFP CHEMICAL FEED PUMP
CHP CONSOLE HEAT PUMP
COMP COMPRESSOR
COND CONDENSER
COP COEFFICIENT OF PERFORMANCE
CP CONDENSATE PUMP
CPU CENTRAL PROCESSING UNIT
CRAC COMPUTER ROOM AIR CONDITIONING UNIT
CRU COMPUTER ROOM UNIT
CSG CLEAN STEAM GENERATOR
CT COOLING TOWER
CU CONDENSING UNIT
CUH CABINET UNIT HEATER
DOAS DEDICATED OUTDOOR AIR SYSTEM
DWBP DOMESTIC WATER BOOSTER PUMP
DWET DOMESTIC WATER EXPANSION TANK
EBR ELECTRIC BASEBOARD RADIATION
EF EXHAUST FAN
EHC ELECTRICAL HEATING CABLE
ETP ELECTRIC TRAP PRIMER
EUH ELECTRIC UNIT HEATER
EVAP EVAPORATOR
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
FACP FIRE ALARM CONTROL PANEL
FCU FAN COIL UNIT
FP FIRE PUMP
FPP FREEZE PROTECTION PUMP
FSCP FIREFIGHTER’S SMOKE CONTROL PANEL
FSD COMBINATION FIRE/SMOKE DAMPER
GRU GREASE RECOVERY UNIT
GWH GAS WATER HEATER
HTR HEATER
HUM HUMIDIFIER
HV HEATING AND VENTILATING UNIT
HWP HOT WATER PUMP
HWRP HOT WATER RETURN PUMP
HX HEAT EXCHANGER
IAC INSTRUMENT AIR COMPRESSOR
IEF INLINE EXHAUST FAN
JP JOCKEY PUMP
KEF KITCHEN EXHAUST FAN
KWH KITCHEN WATER HEATER
LAC LABORATORY AIR COMPRESSOR
LVP LABORATORY VACUUM PUMP
MAC MEDICAL AIR COMPRESSOR
MAGP MASTER ALARM GAS PANEL
MAU or MUAU MAKEUP AIR UNIT
MCC MOTOR CONTROL CENTER
MVP MEDICAL VACUUM PUMP
RF or RAF RETURN AIR FAN
RF RELIEF FAN
RTU ROOFTOP UNIT
SAC SHOP AIR COMPRESSOR
SCC SPRINKLER CONTROL CABINET
SCP STEAM CONDENSATE PUMP
SD SMOKE DAMPER
SEP SEWAGE EJECTOR PUMP
SG STEAM GENERATOR
SP SUMP PUMP
SWBD SWITCHBOARD
SWH STEAM WATER HEATER
TX TRANSFORMER
UH UNIT HEATER
UPS UNINTERRUPTIBLE POWER SUPPLY
VFC VARIABLE FREQUENCY CONTROLLER
WEF WALL EXHAUST FAN
EQUIPMENT ABBREVIATIONS
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AMB AMBIENT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
AVG AVERAGE
BCT BONDING CONDUCTOR FOR TELECOMMUNICATIONS
BHP BRAKE HORSEPOWER
BICSI BUILDING INDUSTRY CONSULTING SERVICE
INTERNATIONAL
BSMT BASEMENT
BTU BRITISH THERMAL UNIT
BTUH BRITISH THERMAL UNITS PER HOUR
C CONDUIT
CAT CATEGORY ETHERNET CABLE
CCW COUNTER CLOCKWISE
CFM CUBIC FEET PER MINUTE
CI CAST IRON
CLG CEILING
CO2 CARBON DIOXIDE
CT CURRENT TRANSFORMER
CU FT or CF CUBIC FEET
CW CLOCKWISE
D DEPTH
dB DECIBEL
DEG or ° DEGREE
DIA or ø DIAMETER
DN DOWN
DWG DRAWING
EFF EFFICIENCY
ELEC ELECTRICAL
ELEV ELEVATOR
EMI ELECTROMAGNETIC INTERFERENCE
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXP EXPANSION
F FAHRENHEIT
FA FIRE ALARM
FM FACTORY MUTUAL
FOF FUEL OIL FILL
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FOV FUEL OIL VENT
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FEET OR FOOT
GA GAUGE
GAL GALLONS
GND GROUND
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
H HEIGHT
HD HEAD
HDCP HANDICAP
HP HORSEPOWER
HR HOUR
HVAC HEATING, VENTILATION, AND AIR CONDITIONING
HZ FREQUENCY (HERTZ), CYCLES PER SECOND
ID INSIDE DIAMETER
IN INCHES
IN WG INCHES WATER, GAUGE (PRESSURE)
KVA KILOVOLT AMPERE
KW KILOWATT
L LENGTH
LB/HR POUNDS PER HOUR
LF LINEAR FEET
LWT LEAVING WATER TEMPERATURE
MA MILIAMPERE
MAX MAXIMUM
MBH THOUSAND BTUH
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
NC NORMALLY CLOSED
NO NORMALLY OPEN
NA or N/A NOT APPLICABLE
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
PD PRESSURE DROP
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH, GAUGE
PVC POLYVINYL CHLORIDE
QTY QUANTITY
RH RELATIVE HUMIDITY
RM ROOM
RO REVERSE OSMOSIS WATER
RPM REVOLUTIONS PER MINUTE
RV RADON VENT
S&R SUPPLY AND RETURN
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STP SHIELDED TWISTED PAIR
TAG IDENTIFICATION OF EQUIPMENT
TD TEMPERATURE DIFFERENCE
TEMP TEMPERATURE
TEMP TEMPORARY
TV TELEVISION
TYP TYPICAL
U USB
UTP UNSHIELDED TWISTED PAIR
V VOLTS
VA VOLT AMPERE
VEL VELOCITY
VIF VERIFY IN FIELD
VOL VOLUME
W WATT
WI WIDTH
WP WEATHERPROOF
WPD WATER PRESSURE DROP
WTR WATER
GENERAL ABBREVIATIONS
AF or ACF AIRFOIL CENTRIFUGAL FAN
APD AIR PRESSURE DROP
BAU BOTTOM ANGULAR UP
BDD BACKDRAFT DAMPER
BI or BICF BACKWARD INCLINED CENTRIFUGAL FAN
DB DOWNBLAST
DSA DUCT SOUND ATTENUATOR
EA EXHAUST AIR
ESP EXTERNAL STATIC PRESSURE
FC or FCCF FORWARD CURVED CENTRIFUGAL FAN
FD FIRE DAMPER
FD/SB FIRE DAMPER WITH INTEGRAL SECURITY BARS
FOB FLAT ON BOTTOM
FOT FLAT ON TOP
ICF INLINE CENTRIFUGAL FAN
MA MIXED AIR
MD MOTORIZED DAMPER
MFF MIXED FLOW FAN
OA OUTSIDE AIR
PF PROPELLER FAN
PL or PLEF PLENUM FAN
PLUF PLUG FAN
RA RETURN AIR
REG REGISTER
RGD REGISTERS, GRILLES, AND DIFFUSERS
SA SUPPLY AIR
SP STATIC PRESSURE
TAF TUBE AXIAL FAN
TSP TOTAL STATIC PRESSURE
UB UPBLAST
UPF UBLAST PROPELLER ROOF EXHAUST FAN
USF UTILITY SET FAN
VAF VANE AXIAL FAN
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER
WTG WALL TRANSFER GRILLE
WWM WELDED WIRE MESH
HVAC AIR SYSTEM ABBREVIATIONS
CC COOLING COIL
CONV CONVECTOR
CV COEFFICIENT, VALVE FLOW
CV CONSTANT VOLUME
DB DRY BULB TEMPERATURE
DP DIFFERENTIAL PRESSURE
DX DIRECT EXPANSION
EAT ENTERING AIR TEMPERATURE
EER ENERGY EFFICIENCY RATIO
EWB ENERING WET BULB TEMPERATURE
FM FLOW METER
GR GRAINS
HC HEATING COIL
LAT LEAVING AIR TEMPERATURE
LIQ LIQUID
REF REFRIGERANT PIPING (MULTIPLE PIPES)
RHC REHEAT COIL
RHG REFRIGERANT HOT GAS
SUCT SUCTION
T’STAT THERMOSTAT
V VENT
WB WET BULB TEMPERATURE
HVAC GENERAL ABBREVIATIONS
AS AIR SEPARATOR
AWT AVERAGE WATER TEMPERATURE
C COOLING COIL CONDENSATE
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
ET EXPANSION TANK
HTHW HIGH TEMPERATURE HOT WATER
HTHWR HIGH TEMPERATURE HOT WATER RETURN
HTHWS HIGH TEMPERATURE HOT WATER SUPPLY
HW HOT WATER
HWR HOT WATER RETURN
HWRR HOT WATER REVERSE RETURN
HWS HOT WATER SUPPLY
PCD PUMPED CONDENSATE DRAIN (COOLING)
HVAC HYDRONIC PIPING SYSTEM ABBREVIATIONS
CO2 CARBON DIOXIDE
EA EQUIPMENT AIR
IA INSTRUMENT AIR
IAI INSTRUMENT AIR INTAKE
MA MEDICAL COMPRESSED AIR
MAI MEDICAL AIR INTAKE
MAP MASTER ALARM PANEL
MGM MEDICAL GAS MANIFOLD
MV MEDICAL VACUUM
MVE MEDICAL VACUUM EXHAUST
N OR N2 NITROGEN
N2O NITROUS OXIDE
O or O2 MEDICAL OXYGEN
WAGD WASTE ANESTHETIC GAS DISPOSAL
ZVB MEDICAL ZONE VALVE BOX
MEDICAL GAS SYSTEM ABBREVIATIONS
a SPECIAL HEIGHT: REFER TO ARCHITECTURAL
DRAWINGS FOR DIMENSIONS
c CEILING MOUNTED
BSC LAB BIOSAFETY CABINET
EX EXISTING TO REMAIN
F FREEZER
H LAB HOOD
K REFRIGERATOR/FREEZER
M MICROWAVE
NL NEW LOCATION
P PRINTER/COPIER
RE EXISTING TO BE DISCONNECTED AND REMOVED
RL EXISTING TO BE DISCONNECTED, REMOVED, AND
RELOCATED
s SWITCHED RECEPTACLE
DEVICE AND EQUIPMENT PLACEMENT AND DISPOSITION
ABBREVIATIONS AD AREA DRAIN
BFP BACKFLOW PREVENTER
CO CLEAN OUT
DCV DOUBLE CHECK VALVE
DET DOMESTIC WATER EXPANSION TANK
DP DIFFERENTIAL PRESSURE
ET EXPANSION TANK
FD FLOOR DRAIN
FM FLOW METER
FS FLOOR SINK
KHWST KITCHEN HOT WATER STORAGE TANK
LAV LAVATORY
ORD OVERFLOW ROOF DRAIN
RD ROOF DRAIN
REF ROOF EXHAUST FAN
RPD REDUCED PRESSURE DEVICE
TMV THERMOSTATIC MIXING VALVE
TP TRAP PRIMER
UR URINAL
VTR VENT THROUGH ROOF
WC WATER CLOSET
WH WALL HYDRANT (HOSE BIBB)
WHA WATER HAMMER ARRESTER
PLUMBING GENERAL ABBREVIATIONS
A GENERAL SERVICE COMPRESSED AIR
CD CONDENSATE (COOLING)
CW or DCW DOMESTIC COLD WATER
G GAS
GCC GRAVITY COOLING CONDENSATE
GW GREASE WASTE
GWA GREASE WASTE ABOVE GRADE
GWB GREASE WASTE BURIED
GW / V COMBINATION GREASE WASTE AND VENT
HPG HIGH PRESSURE GAS
HW or DHW DOMESTIC HOT WATER
HWR or DHWR DOMESTIC HOT WATER RETURN
IW INDIRECT WASTE
NPCW NON-POTABLE COLD WATER
NPHW NON-POTABLE HOT WATER
ORWL OVERFLOW RAIN WATER LEADER
PCD PUMPED CONDENSATE DRAIN (COOLING)
RO REVERSE OSMOSIS WATER
RWL RAIN WATER LEADER
S SOIL
SAN SANITARY
ST STORM
TW TEMPERED WATER
TWR TEMPERED WATER RETURN
V VENT
VAC VACUUM
W WASTE
W / V COMBINATION WASTE AND VENT
PLUMBING PIPING SYSTEM ABBREVIATIONS
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
DATE:
MEP002
02.15.2021
MEP ABBREVIATIONS
NMP/GDB/BPW
JSC
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
EHC
XXX
XXX
FDC
PRE
DRY
SP
SPK
SP/SPK
F
O
MV
MA
TWR
TW
A
G
C
RWL
ORWL
IW
GW
WV
S
RV
MFSVFCBDDVDFDZONE VALVE BOX
MASTER ALARM PANEL
SLIDE
MEDICAL COMPRESSED AIR
MEDICAL VACUUM
OXYGEN
SHOWER HEAD -LOCATION
T&P RELIEF VALVE
ROOF DRAIN
FLOOR DRAIN
GAS METER ASSEMBLY
WATER METER ASSEMBLY
AIR OUTLET
TEMPERED WATER RETURN
TEMPERED WATER
GENERAL SERVICE COMPRESSED AIR
GAS ABOVE GRADE
ELECTRICAL HEATING CABLE
CONDENSATE DRAIN
RAIN WATER LEADER
OVERFLOW RAIN WATER LEADER
INDIRECT WASTE
GREASE WASTE ABOVE GRADE
WASTE & VENT COMBINATION ABOVE
GRADE
SOIL OR WASTE ABOVE GRADE
RADON VENT
HOT WATER RECIRCULATING
HOT WATER
POINT OF NEW TO EXISTING CONNECTION,
INCLUDING TRANSITIONS
THICK, DASHED LINES INDICATE EXISTING
ITEMS TO BE REMOVED
THIN, LIGHT LINES INDICATE EXISTING ITEMS
OR RACEWAY TO REMAIN IN PLACE AND BE
REUSED
THICK, DARK SOLID LINES INDICATE NEW
OR RELOCATED ITEMS OR NEW RACEWAY
AND WIRING
FIRE SERVICE
COMBINATION SP / SPK MAIN
WET SPRINKLER MAIN
STANDPIPE MAIN
DRY SPRINKLER MAIN
PREACTION SPRINKLER MAIN
FIRE DEPT. CONNECTION SUPPLY LINE
F.D.C. (WALL TYPE)
F.D.C. (FREE STANDING)
WALL INDICATOR VALVE
FIRE HOSE VALVE
CURB GATE VALVE
ELECTRIC ALARM BELL
WATER MOTOR GONG
RISER (SPRINKLER OR STANDPIPE)
FIRE VALVE CABINET
FIRE HOSE CABINET
FIRE VALVE CABINET (RISER DIAGRAM)
FIRE HOSE CABINET (RISER DIAGRAM)
FIRE PUMP
INSPECTOR'S TEST MODULE
(VALVE, ORIFICE, SIGHT GLASS)
FIRE HOSE VALVE
INSPECTOR'S TEST VALVE (W / ORIFICE)
BACKFLOW PREVENTER ASSEMBLY OR
BACKFLOW PREVENTER WITH TAMPER
SWITCHES
DOUBLE CHECK VALVE ASSEMBLY OR
DOUBLE CHECK VALVE ASSEMBLY WITH
TAMPER SWITCHES
POST INDICATOR VALVE WITH TAMPER
SWITCH
PRESSURE SWITCH
FLOW SWITCH
LOW PRESSURE SWITCH
OS&Y WITH TAMPER SWITCH ON PIPE RISE
BUTTERFLY VALVE WITH TAMPER SWITCH
OS&Y VALVE WITH TAMPER SWITCH
FIRE PUMP TEST HEADER
PENDANT SPRINKLER HEAD CONCEALED
PENDANT SPRINKLER HEAD SEMI-RECESSED
UPRIGHT SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
EXISTING SPRINKLER HEAD TO REMAIN
EXISTING SPRINKLER HEAD TO BE REMOVED
DRY PENDANT SPRINKLER
DRY SIDEWALL SPRINKLER
WIRE GUARD OVER SPRINKLER HEAD
EXTENDED COVERAGE SPRINKLER
HIGH TEMPERATURE SPRINKLER
FULLY SPRINKLERED SPACE
PARTIALLY SPRINKLERED SPACE
NON-SPRINKLERED SPACE
AIR COMPRESSOR
JOCKEY PUMP
FIRE PUMP CONTROLLER
JOCKEY PUMP CONTROLLER
WET ALARM CHECK VALVE OR ALARM
CHECK VALVE WITH TAMPER AND
PRESSURE SWITCHES
PREACTION ALARM CHECK VALVE OR
PREACTION VALVE WITH CONTROL PANEL
DELUGE VALVE OR DELUGE VALVE WITH
CONTROL PANEL
DRY CHEMICAL OR CLEAN AGENT SYSTEM
DRY ALARM CHECK VALVE OR DRY PIPE
VALVE WITH COMPRESSOR, TAMPER
SWITCH AND HIGH AND LOW PRESSURE
SWITCHES
FIRE HYDRANT
DP
DS
WG
EC
H
RECTANGULAR, FLAT OVAL OR ROUND
AIR DUCT
AIR DUCT WITH ACOUSTICAL LINING
SUPPLY AIR DUCT UP
SUPPLY AIR DUCT DOWN
RETURN AIR DUCT UP
RETURN AIR DUCT DOWN
EXHAUST AIR DUCT UP
EXHAUST AIR DUCT DOWN
ACCESS DOOR
FLEXIBLE DUCT CONNECTION
CEILING SUPPLY DIFFUSERS
CEILING RETURN / EXHAUST GRILLE
HARD DUCTED DIFFUSER OR GRILLE WITH
FULL SIZE BOTTOM TAKE-OFF
DIRECTION OF SUPPLY OR OUTDOOR
AIRFLOW
DIRECTION OF RETURN OR EXHAUST
AIRFLOW
AIR TRANSFER UNDER DOOR
BACK DRAFT DAMPER
VOLUME DAMPER
FIRE DAMPER
FIRE DAMPER WITH INTEGRAL SECURITY
BARS
VAV BOX W / UNIT TYPE
FAN POWERED VAV BOX
SUPPLY PIPING. REFER TO ABBREVIATION
LIST FOR DESIGNATION (XXX)
RETURN PIPING. REFER TO ABBREVIATION
LIST FOR DESIGNATION (XXX)
ELECTRICAL HEATING CABLE. REFER TO
ABBREVIATION LIST FOR DESIGNATION (XXX)
SMOKE DAMPER SYSTEM AND
ASSOCIATED DEVICES PER
SPECIFICATIONS AND MEP DETAILS
COMBINATION FIRE AND SMOKE DAMPER
MOTORIZED DAMPER
HUMIDIFIER TUBE / PANEL
DUCT SMOKE DETECTOR WITH REMOTE
INDICATING LIGHT AND TEST SWITCH
DUCT STATIC PRESSURE SENSOR
DIFFERENTIAL PRESSURE SENSOR
VARIABLE FREQUENCY CONTROLLER
ROOM THERMOSTAT OR TEMPERATURE
SENSOR
ROOM TEMPERATURE WITH CARBON
DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
CARBON DIOXIDE SENSOR
HUMIDISTAT
FINNED TUBE RADIATION
VAV PERFORMANCE TAG
FIN TUBE TAG
PIPE ANCHOR
BACKFLOW PREVENTER
STRAINER OR STRAINER WITH BLOW-
DOWN VALVE HOSE END, CAP AND CHAIN
WALL CLEANOUT OR BLIND FLANGE
"P" TRAP
PIPE TEE DOWN
IN-LINE EXPANSION COMPENSATOR
FLOOR CLEANOUT
STEAM TRAP ASSEMBLY
STEEL PENETRATION / PIPE SLEEVE
PIPE ELBOW UP OR PIPE TEE UP
PIPE ELBOW DOWN
COMPANION FLANGE
PIPE CAP OR CAPPED END OF PIPE
UNION
PIPE GUIDES
PUMP
WATER HAMMER ARRESTOR
TAKEOFF FROM TOP OF MAIN PIPE
TAKEOFF FROM BOTTOM OF MAIN PIPE
DIRECTION OF FLUID FLOW
VALVE ON RISER
VALVE ON DROP
METERING ORIFICE
AIR VENT
FLOW SENSOR
PIPE DROP WITH VALVE
2-WAY CONTROL VALVE
3-WAY CONTROL VALVE
BALL VALVE
CALIBRATED BALANCING VALVE
SHUT-OFF VALVE (SEE SPECIFICATIONS
FOR APPLICATION TYPE)
BUTTERFLY VALVE
CHECK VALVE
THERMOSTATIC MIXING VALVE
GLOBE VALVE
GATE VALVE
PRESSURE REDUCING VALVE
GAS COCK
TRIPLE DUTY VALVE
OS&Y VALVE
FUSOMATIC VALVE (FIREMATIC)
DRAIN VALVE WITH HOSE END, CAP &
CHAIN OR WALL HYDRANT / HOSE BIBB
MOTORIZED BUTTERFLY VALVE
PRESSURE RELIEF SAFETY VALVE
AQUASTAT
SOLENOID VALVE
TEMPERATURE SENSOR WITH SEPARABLE
SOCKET IN IMMERSIBLE WELL
TEMPERATURE GAUGE WITH SEPARABLE
SOCKET IN IMMERSIBLE WELL
THERMOMETER WITH SEPARABLE SOCKET
IN IMMERSIBLE WELL
PRESSURE GAUGE
PRESSURE SENSOR WITH SYPHON
(STEAM)
FLEXIBLE CONNECTOR
RECTANGULAR DUCT
ROUND DUCT
20x12
20Ø
TRAP PRIMER
COLD WATER
H
SP
DPFD/SBNS
AS
AS
S
E
*
FHC
FVC
XXX
XXX
T
H
Tc
CO
CO2
FITTINGS AND VALVESHVAC SYMBOLSFIRE PROTECTION SYMBOLSGENERAL SYMBOLS PLUMBING SYMBOLS
MEDICAL GAS SYMBOLS
DUCT SIZING
DS
VENT
PCD PUMPED CONDENSATE DRAIN
EHC
999
999
999
FLAT OVAL DUCT20/12
EMERGENCY EYEWASH / DELUGE SHOWER
SUB LETTERS "EX" INDICATE EXISTING
EQUIPMENT TO REMAIN INTACT
SUB LETTERS "RE" INDICATE EXISTING
EQUIPMENT TO BE DISCONNECTED AND
REMOVED
SUB LETTERS "RL" INDICATE EXISTING
EQUIPMENT TO BE DISCONNECTED,
REMOVED AND RELOCATED
SUB LETTERS "NL" INDICATE NEW
LOCATION OF RELOCATED EQUIPMENT
SUB LETTERS "NR" INDICATE NEW
EQUIPMENT TO REPLACE EXISTING
SUB LETTERS "RR" INDICATE REMOVE
EQUIPMENT AND REPLACE ON NEW
SURFACE
EX
RE
RL
NL
NR
RR
A
M
M
TP
TS
TS
TS
LP
FS
PS
TS
TS TS
TSTS
FP
FPC
JP
JPC
AC
M
* = a, b, clg, AF, GF IG OR TP. WHEN
TAGGED IN THE ELECTRICAL SYMBOL
LIST, REFER TO THE ABBREVIATION LIST
*
AD
AD T
FLOW METERFM
P
P
T
T
ASDCLEAN ROOM GASKETED SPRINKLER HEADC
A
TYPE
LENGTH IN FEET
FVC
FHC
MEDICAL GAS MANIFOLDMGM
ZVB
MAP
AREA ALARM PANELAAP
STORM, SOIL OR WASTE BURIED
MAIN NURSE CALL EQUIPMENT STATION
NURSE CALL CORRIDOR LIGHT (CEILING
OR WALL-MOUNTED)
MNC
N N
NURSE CALL SYMBOLS
2
3
4
P
L
E
R
D
D3
T
K
K3
K4
SC
MC
OC
OC
VS
VC
T
OC
(1) 20A-1P
LV-1 HOME RUN
CIRCUIT BREAKER SIZE
PANEL DESIGNATION
DOOR OPERATOR
PUSH PLATE
PENDANT LIGHT FIXTURE (SUBSCRIPT
INDICATES SWITCH LEG -TYPICAL)
ELECTRICAL SYMBOLS
LINEAR LIGHT FIXTURE
PENDANT MOUNTED LIGHT FIXTURE
RECESSED DOWNLIGHT FIXTURE
RECESSED WALL WASH DOWNLIGHT
FIXTURE
SURFACE-MOUNTED LIGHT FIXTURE
WALL-MOUNTED LIGHT FIXTURE
RECESSED OR SURFACE-MOUNTED
FIXTURE
OPEN LAMP LIGHT FIXTURE
LIGHTING TRACK (NUMBER OF FIXTURES
INDICATED ON PLANS)
CEILING OR WALL-MOUNTED EXIT LIGHT
FIXTURE
CEILING OR WALL-MOUNTED EMERGENCY
LIGHT UNIT
LIGHT FIXTURE (PART OF EMERGENCY
ILLUMINATION SYSTEM)
SINGLE-POLE SWITCH (SUBSCRIPT
INDICATES SWITCH LEG -TYPICAL)
DOUBLE-POLE SWITCH
3-WAY SWITCH
4-WAY SWITCH
SINGLE-POLE SWITCH
(TOGGLE LIGHTED -LOAD ON)
LOW VOLTAGE SWITCH
EMERGENCY OFF SWITCH
EMERGENCY LIGHTING RELAY
SINGLE-POLE DIMMER SWITCH
THREE-WAY DIMMER SWITCH
SINGLE-POLE TIMER SWITCH
SINGLE-POLE KEYED SWITCH
KEYED, 3-WAY SWITCH
KEYED, 4-WAY SWITCH
SPEED CONTROL SWITCH
MOMENTARY CONTACT SWITCH
OCCUPANCY SENSOR W / POWER PACK
(CEILING / WALL)
OCCUPANCY SENSOR SWITCH
VACANCY SENSOR SWITCH
VACANCY SENSOR CONTROL SWITCH
MARK TIME SWITCH
DAYLIGHTING SENSOR
TIME CLOCK
PHOTOCELL
EMERGENCY OFF SWITCH WITH COVER
SURFACE MOUNTED FACTORY PRE-WIRED
MULTI-OUTLET RACEWAY
SURFACE MOUNTED RACEWAY. SEE PLANS
OR SCHEDULE FOR QUANTITY OF DEVICES
ELECTRICAL HEATING CABLE
POWER WIRING
SWITCH LEG WIRING
CONTROL WIRING
FURNITURE PARTITION WHIP CONNECTION
FLOOR SERVICE FITTING WITH OUTLET(S);
REFER TO SCHEDULE (X)
POKE-THRU ASSEMBLY WITH OUTLET(S);
REFER TO SCHEDULE (X)
WALL BOX WITH PLATE FOR FURNITURE
POWER WITH WHIP CONNECTIONS
WALL BOX WITH PLATE FOR FURNITURE
TELECOMMUNICATIONS WITH WHIP
CONNECTIONS
FEEDER TAG
SURFACE ELECTRICAL PANEL,
480Y/277 OR 480 VOLT
SURFACE ELECTRICAL PANEL,
208Y/120 OR 208 VOLT
SURFACE SPECIAL-PURPOSE PANEL OR
CABINET
FLUSH ELECTRICAL PANEL, 480Y/277 VOLT
FLUSH ELECTRICAL PANEL, 208Y/120 VOLT
FLUSH SPECIAL-PURPOSE PANEL OR
CABINET
TRANSFORMER
ENCLOSED SWITCH
ELECTRIC MOTOR
JUNCTION BOX
MASTER FIRE ALARM PULL BOX
VOICE FIRE ALARM CONTROL PANEL
FIRE ALARM CONTROL PANEL
FIRE ALARM REMOTE ANNUNCIATOR
SMOKE DETECTOR
HEAT DETECTOR
REMOTE INDICATOR
FIRE ALARM MANUAL PULL STATION
FIRE ALARM HORN / STROBE
FIRE ALARM SPEAKER / STROBE
FIRE ALARM CHIME / STROBE
FIRE ALARM STROBE
FIRE ALARM CEILING-MOUNTED SPEAKER
FIREFIGHTER'S TELEPHONE JACK
PP
DO
TC
PC
DL
FB-X
PT-X
T
P
EHC
C
H
F
H
S
J
F
F
F
RI
ANN
FACP
VFACP
TX
TX
ELECTRICAL SYMBOLS
WIRING -REFER TO ABBREVIATION LIST
(XXX)
XXX
WALL CLOCK WITH HANGER TYPE OUTLET
B PROGRAM BELL
C
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE SPLIT WIRED
DUPLEX RECEPTACLE ON EMERGENCY
POWER
DOUBLE DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE ON
EMERGENCY POWER
SINGLE RECEPTACLE
SPECIAL PURPOSE RECEPTACLE; VERIFY
NEMA CONFIGURATION WITH EQUIPMENT
SPECIAL PURPOSE RECEPTACLE ON
EMERGENCY POWER; VERIFY NEMA
CONFIGURATION WITH EQUIPMENT
*
*
*
*
*
*
*
*
CALL-FOR-AID SWITCH W/ CORDE
CALL-FOR-AID LIGHT AND BUZZER
MAGNETIC DOOR LOCKML
COMBINATION SMOKE/CARBON MONOXIDE
DETECTORS CO
LV-1
HOME RUN
PANEL DESIGNATION
20A-1P HOME RUN (TYPICAL)
LV-1
XP/XXA HOME RUN
PANEL DESIGNATION
POLES/AMPERAGE
HOME RUN
LV-1
1,2,3
PANEL DESIGNATION
CIRCUIT NUMBERS
TP-X TELEPOWER POLE WITH OUTLET(S);
REFER TO SCHEDULE (X)
GROUNDING BUSBARG
a
a
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
DATE:
MEP003
02.15.2021
MEP SYMBOL LIST
NMP/GDB/BPW
JSC
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
ELECTRICAL EQUIPMENT
TAG VOLTS /
PHASE KW FLA HOME RUN BRANCH CIRCUIT SIZE DISCONNECT STARTER NOTES
PROCESS CHILLER 460/3 49.0 80A-3P C/B IN 'P1' 3#4, 1#8G., IN 1-1/4" CONDUIT 100A/80AF - 1
CU-1 460/3 10.3 20A-3P C/B IN 'EE-US1' 3#12, 1#12G., IN 3/4" CONDUIT 30A/20AF 1
CU-2 460/3 10.3 20A-3P C/B IN 'EE-US1' 3#12, 1#12G., IN 3/4" CONDUIT 30A/20AF 1
CRAC-1 460/3 20.3 30A-3P C/B IN 'EE-US1' 3#10, 1#10G., IN 1" CONDUIT 30A/30AF 1
CRAC-2 460/3 20.3 30A-3P C/B IN 'EE-US1' 3#10, 1#10G., IN 1" CONDUIT 30A/30AF 1
NOTES:
1. DISCONNECT SWITCH FURNISHED AND INSTALLED BY DIVISION 26.
NEW PROCESS CHILLER PROVIDED BY GE.
INSTALL ON VIBRATION ISOLATION KIT
PROVIDED BY MANUFACTURER
ROOF
HIGH POINT MANUAL AIR VENTS
ISOLATION VALVE (TYPICAL)
TT
P
EQUIPMENT ROOM
P
2" PCHWS&R
N.C.
1" COLD WATER
FROM EXISTING
BACKFLOW DEVICE N.C.
N.C.
1 1/2"
PT
1" BYPASS DRAIN WITH BALANCING
VALVE. PIPE TO EXISTING DRAIN
FILTER BYPASS
BOILER DRAIN
100 MICRON 1 1/2" FILTER
EXISTING DRAIN
1 1/2" NPT HOSE
CONNECTIONS
VENDOR-SUPPLIED HOSES
GE HEAT
EXCHANGER
CABINET. REFER TO
GE DRAWINGS FOR
CONNECTIONS AND
REQUIREMENTS
T
P
N.C.
FM
HOSE CONNECTIONS TO
PGR IN EQUIPMENT ROOM.
REFER TO GE DRAWINGS
HOSE CONNECTIONS TO GRADIENT COIL (XRM) IN
MAGNET ROOM. RUN PIPING THROUGH
PENETRATION PANEL WAVEGUIDES. REFER TO GE
DRAWINGS
HOSE CONNECTIONS
TO CRYO. REFER TO
GE DRAWINGS
1/2" BACKUP RETURN
TO EXISTING DRAIN
CRYO MANUAL BYPASS PANELS,
FIRNISHED BY VENDOR. MOUNT
ON WALL AND CONNECT AT
HOSE CONNECTIONS1 1/2"
1/2" COLD WATER FROM
EXISTING 1" COLD WATER
DOWNSTREAM OF
BACKFLOW DEVICE
1
1 INSITE SERIES PX INLINE FLOW METER (PVC),
SIZED FOR FLOW RATE OF 30 - 35 GPM.
1 1/2"
NOTE:
SYSTEM SHALL BE FILLED WITH 40 - 50% PROPOLENE GLYCOL
USING DISTILLED WATER. REFER TO GE REQUIREMENTS FOR
WATER QUALITY STANDARDS.
8" QUENCH VENT (TYPICAL)
DISCHARGE WITH 45-DEGREE
DOWN WITH 1/2" BIRDSCREEN,
MINIMUM 36" ABOVE ROOF
ROOF LINE
GE VENTGLASS
CONNECTOR WITH
DIELECTRIC BREAK
GE VENTGLASS
CONNECTOR WITH
DIELECTRIC BREAK
RF SHIELD
CEILING
WAVEGUIDE
8" VENT CONNECTION
PROVIDED WITH EQUIPMENT
MRI
NOTES:
1. ALL QUENCH MATERIALS SHALL BE WELDED OR SEAMLESS PER GE
REQUIREMENTS, (TYPE 304 SS, AL 6061-T6, OR COPPER TYPE DWV, M
OR L. CONFIRM MATERIALS WITH GE REQUIREMENTS.
2. PROVIDE SIGNAGE AND EXCLUSION AREA FOR ROOM DISCHARGE
LOCATION.
3. DETAIL PROVIDES GENERAL REQUIREMENTS; REFER TO GE
DRAWINGS FOR ADDITIONAL INFORMATION.
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
DATE:
MEP004
02.15.2021
MEP SCHEDULES AND
DETAILS
NMP/GDB/BPW
JSC
TAG ID FAN SECTION REHEAT HUMIDIFIER ELECTRICAL REMARKSCFM ESP (IN W.C.) HP KW STAGES TYPE CAPACITY (LBS/HR) VOLTAGE PHASE
CRAC-1 2200 .2 2.6 14 SCR STEAM 8 460 V 3 [1] [2] [3]
CRAC-2 2200 .2 2.6 14 SCR STEAM 8 460 V 3 [1] [2] [3]
1. NOT USED [1] FURNISH CONDENSATE PUMP WITH OVERFLOW SAFETY SHUTOFF SWITCH.
[2] STEAM GENERATING REPLACEABLE CANNISTER.
[3] FURNISH WITH LOCKING UNIT DISCONNECT SWITCH..
GENERAL NOTES SCHEDULE NOTES
COMPUTER ROOM AIR CONDITIONING UNIT SCHEDULE
TAG ID MANUFACTURER MODEL EAT DB/WB (°F)
COOLING COMPRESSOR (DELETE IF USING CHW)SERVESTOTAL MBH SENSIBLE MBH QUANTITY STEPS TOTAL CIRCUITS
CRAC-1 LIEBERT MT048 75 / 61 49.1 45.7 1 2-STAGE SCROLL 1 MRI EQUIPMENT ROOM
CRAC-2 LIEBERT MT048 75 / 61 49.1 45.7 1 2-STAGE SCROLL 1 MRI EQUIPMENT ROOM
CRAC CONDENSING UNIT (CU) - OUTDOOR UNIT REFRIGERANT
TYPE REMARKSTAG ID MANUFACTURER MODEL
AMBIENT TEMP
(°F) HI/LOW
CAPACITY
(TONS)FLA OPD HP VOLTAGE PHASE SERVES
CU-1 LIEBERT PFD054 95 4 10.3 20 1/2 460 V 3 CRAC-1 R410A
CU-2 LIEBERT PFD054 95 4 10.3 20 1/2 460 V 3 CRAC-2 R410A
GRILLE, REGISTER, AND DIFFUSER SCHEDULE
CEILING SUPPLY DIFFUSER DUCTED CEILING RETURN/EXHAUST GRILLE NON-DUCTED CEILING RETURN/EXHAUST
GRILLE FLEXIBLE DUCT SIZES TO SUPPLY DIFFUSERS
CFM SQUARE NECK SIZE ROUND NECK SIZE CFM NECK SIZE CFM NECK SIZE CFM SIZE
0-100 6 x 6 6"Ø 0-150 6 x 6 0-350 12 x 12 0-100 6"Ø
101-250 9 x 9 8"Ø 151-350 12 x 12 351-1200 22 x 22 101-175 8"Ø
251-400 12 x 12 10"Ø 351-650 16 x 16 176-275 10"Ø
401-600 15 x 15 12"Ø 651-1000 22 x 22 401-600 12"Ø
601-800 18 x 18 14"Ø 601-800 14"Ø
TYPE MODEL (TITUS)DESCRIPTION (ALL MODELS ARE BASED ON TITUS UNLESS NOTED OTHERWISE)
A4 TDC SQUARE LOUVER FACE CEILING SUPPLY DIFFUSER WITH REMOVABLE CORE, LAY-IN, 4-WAY THROW. TRANSITIONAL ADAPTER.
AL-4 OMNI-AA ALL ALUMINUM PLAQUE DIFFUSER, INTENDED FOR MRI LOCATION
B 355RL LOUVER TYPE CEILING / WALL RETURN OR EXHAUST GRILLE, 35° FIXED DEFLECTION, 1/2" SPACING WITH BLADES PARALLEL TO THE LONG DIMENSION.
B-AL 45F ALL ALUMINUM SIGHTPROOF, 1/2"x1/2" EGGCRATE GRID, 92% FREE AREA, INTENDED FOR MRI LOCATION
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
CIRCUIT BREAKER
IN EMERGENCY
PANEL
EMERGENCY
LIGHTING RELAY
CIRCUIT BREAKER
IN NORMAL PANEL
NORMAL POWER LIGHT
FIXTURE CONTROLLED BY
GRAFIK EYE CONTROL
UNIT
LUTRON GRX-3106
SERIES GRAFIK EYE
DIMMING CONTROL
STATION
LUTRON #NGRX-PB
POWER BOOSTER
EMERGENCY POWER
LIGHT FIXTURE
CONTROLLED BY
GRAFIK EYE CONTROL
UNIT THRU POWER
BOOSTER
CONTROL
WIRING
SWITCH LEG
C
H
N
CONTACT
COIL
H
N
NOTES:
1. PROVIDE EQUIPMENT & WIRING SHOWN ABOVE
IN ALL SPACES CONTAINING NORMAL AND
EMERGENCY CIRCUITS, WITH LUTRON GRAFIK EYE
CONTROL UNIT CONTROLLING EACH CIRCUIT.
2. CONTACT POSITION SHOWN WITH COIL IN
DE-ENERGIZED POSITION.
NOTES:
1. EQUIPMENT IDENTIFICATION LABEL.
2. WARNING LABEL UNGROUNDED CONDUCTORS
(VOLTAGE LABEL).
3. MOTOR DISCONNECT SWITCH WARNING. LABEL
4. TESTING LABEL.
2
3
1
4
MOTOR DISCONNECT SWITCH (MAY
BE PART OF MOTOR CONTROLLER)
(FRONT VIEW)
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
DATE:
MEP005
02.15.2021
MEP DETAILS
NMP/GDB/BPW
JSC
N.T.S.1 EMERGENCY LIGHTING DETAIL FOR DIMMING SYSTEM
N.T.S.2 ELECTRICAL DEVICE LABELING DETAIL
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
CLOSET
B-128A
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
S
O
V
CLOSET
B-128A
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
T
T
T
TT
ROOF
A C
6
5
EXISTING 1" PCW EXISTING 1/2" O2
AND 3/4" MV
1"1/2"3/4"1/2"1
8
2
6
5
5
7
4
3
11
11
11
11
12
7
3/4"9
10
13
12
CRAC-2
CRAC-1
1
2
3
2
2
2
2 4
5
6
5
6
7
7
2
2
2
2
8
8
AL-4-300
B-1200
AL-4-300AL-4-300
A4-500
A4-500
A4-500
A4-500
B-1000
B-1000
12
13 REFREFS
S
9
10
11
AL-4-300
B-AL
CU-1 CU-2
NEW QUENCH VENT
WITH HORIZONTAL
ORIENTATION
EXISTING EXHAUST FAN
NEW PROCESS CHILLER,
PROVIDED BY GE AND INSTALLED
BY MECHANICAL CONTRACTOR
REF REF
2 3
1
FD
FD
FDVC
FDVC
MGC V
XFC
FD
XFC
XFC
FD
FD
FD
FD
FD
FDFDFD
PACS
PROJECT AREA
ELEVATOR #1 ELEVATOR #1
AREAWAY
VI EWER
VI EWER
BENCH
BENCH BENCH
BENCH
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 5 3/ 4"F. F. ELEV. = 218'- 6"
LI NE O F RO OM ABO VE
C.G.
C.G.C.G.C. G.C. G.
C. G.
C. G.
FD
SUMP
RAMP
U
P
1:12 SL
O
P
E
M
A
X
.
T
Y
P
.
RAMP UP1:12 SLOPE MAX. TYP.
RAM P DN
DN
KEYPADENTRY
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION.
DATE:
PROJECT AREA
KEY PLAN
M101
02.15.2021
MECHANICAL PLANS
NMP/GDB
CheckerPLANNORTH1/4" = 1'-0"
PLUMBING, FIRE PROTECTION AND MEDICAL GAS GROUND GLOOR PLAN PLANNORTH1/4" = 1'-0"
HVAC GROUND FLOOR PLAN
HVAC DRAWING NOTES:
NEW 8" QUENCH VENT FROM EQUIPMENT CONNECTION TO HORIZONTAL
DISCHARGE ABOVE ROOF. SEE DETAIL.
CONNECT NEW SUPPLY DIFFUSERS, EXHAUST AND RETURN GRILLES TO
EXISTING DUCTWORK. ALIGN WITH NEW CEILING GRID LAYOUT WITH NEW
FLEX DUCT CONNECTIONS AS NEEDED. BALANCE TO AIRFLOW INDICATED.
24x24 NON-FERROUS EGGCRATE RETURN AIR GRILLE FOR PRESSURE
EQUALIZATION.
EXISTING EXHAUST AND RETURN DUCT AND ASSOCIATED DAMPERS TO
REMAIN. BALANCE AIRFLOW TO 1200 CFM IN BOTH RETURN AND EXHAUST
MODE. TEST SYSTEM OPERATION WITH MANUAL EXHAUST PURGE SWITCH IN
BOTH MRI ROOM AND CONTROL ROOM. CONFIRM PROPER DAMPER
OPERATION AND AIRFLOW IN BOTH MODES OF OPERATION.
LIEBERT FURNISHED 3-WAY SUPPLY DIFFUSERS.
RETURN AIR PLENUM WITH FILTER GRILLE, 24x24 "TITUS 350FLF1".
LIEBERT FURNISHED CONDENSATE PUMPS, WIRED INTERNALLY THROUGH
CRAC UNIT. UNIT SHALL AUTOMATICALLY STOP ON HIGH LEVEL.
CONNECT NEW RETURN GRILLES TO EXISTING FACILITY RETURN BRANCH.
EXTEND RETURN DUCT AS NEEDED.
REMOVE AND REINSTALL EXISTING MANUAL PURGE EXHAUST SWITCH TO
ACCOMMODATE NEW SHIELDING INSTALLATION.
INSTALL NEW SELECTOR SWITCH TO MATCH EXISTING IN MRI ROOM TO
MANUALLY START PURGE EXHAUST. EITHER SWITCH SHALL INITIATE PURGE.
REMOVE AND INSTALL NEW WAVE GUIDES AT EXISTING SUPPLY, RETURN AND
EXHAUST DUCTS AT PENETRATIONS OF NEW SHIELDING. CONFIRM DUCT
SIZES IN FIELD AND REFER TO SHIELDING VENDOR DRAWINGS FOR
REQUIREMENTS.
RUN NEW REFRIGERANT PIPING UP HIGH OVER TO NEW ROOF PENETRATION.
COORDINATE EXACT ROUTING AND LOCATION IN FIELD.
NEW EXHAUST GRILLE SHALL BE NON-FERROUS.
1
PLUMBING, FIRE PROTECTION AND MEDICAL GAS DRAWING NOTES:
REPLACE EXISTING MEDICAL GAS INLET/OUTLET AND SLIDE AND MODIFY PIPING TO ACCOMMODATE NEW
SHIELDING.
EXISTING 1" BFP AND 1/2" DRAIN TO REMAIN.
PROVIDE NEW 1/2" O2 AND 3/4" MV PIPING THROUGH NEW PENETRATION PANEL.
CONNECT 1/2" CW TO EXISTING 1" PCW AND EXTEND TO NEW CRAC UNIT HUMIDIFIERS.
NEW 1/2" CW TO CRAC UNIT HUMIDIFIER CONNECTION.
NEW CONCEALED PENDENT NON-FERROUS SPRINKLER HEAD. CONNECT TO EXISTING BRANCH PIPING.
CONFIRM EXISTING PRE-ACTION SYSTEM PIPING MATERIAL IN THE FIELD. TYPICAL.
NEW UPRIGHT PENDENT SPRINKLER HEAD IN EQUIPMENT ROOM WITH NO CEILING. CONNECT TO EXISTING
BRANCH PIPING. VERIFY LAYOUT WITH EXISTING UTILITIES AND OBSTRUCTIONS. TYPICAL.
PROVIDE NEW 1" BACKUP TO GE HEAT EXCHANGER PROCESS CHILLED WATER AND 1/2" BACKUP TO GE
CRYO MANUAL BACKUP BOX. CONNECT DOWNSTREAM OF EXISTING BACKFLOW PREVENTER. REFER TO
DETAIL FOR ADDITIONAL INFORMATION.
PROVIDE 1/2" MEDICAL AIR DROP AND CAP WITH A BLANK COVER PLATE FOR FUTURE OUTLET
INSTALLATION.
PROVIDE 1/2" MEDICAL AIR PIPING THROUGH PENETRATION PANEL AND CAP IN EQUIPMENT ROOM FOR
FUTURE USE.
PROVIDE UPRIGHT SPRINKLER HEADS UNDER OBSTRUCTIONS PER NFPA 13 REQUIREMENTS.
PROVIDE 3/4" COOLING COIL CONDENSATE CONNECTION AT CRAC UNIT CONDENSATE PUMP.
PIPE 3/4" COOLING COIL CONDENSATE DISCHARGE TO EXISTING DRAIN.
1
2
3
4
5
6
7
8
9
10 PLANNORTH1/4" = 1'-0"
MEP ROOF PLAN
MEP ROOF DRAWING NOTES:
PROVIDE NEW NEMA-3R, 3-PHASE, 100A FUSED DISCONNECT FOR NEW AIR COOLED CHILLER. CIRCUIT TO NEW 100A
BREAKER IN PANEL P1. PROVIDE (3) #4 AND (1) #8G IN 1-1/4" CONDUIT.
PROVIDE NEW NEMA-3R, 3-PHASE, 30 A FUSED DISCONNECT FOR CU-1. CIRCUIT TO NEW 20A BREAKER IN PANEL EE-US1.
PROVIDE (3) #10 & (1) #10G IN 1" CONDUIT.
PROVIDE NEW NEMA-3R, 3-PHASE, 30 A FUSED DISCONNECT FOR CU-2. CIRCUIT TO NEW 20A BREAKER IN PANEL EE-
US1.PROVIDE (3) #10 & (1) #10G IN 1" CONDUIT.
1
2
3
2
3
4
5
6
7
8
HVAC GENERAL NOTE:
ALL MATERIALS USED INSIDE THE MRI ROOM SHALL BE NON-FERROUS.
11
12
13
TEMPERATURE CONTROL NOTES:
1. EXISTING AUTOMATIC TEMPERATURE CONTROLS FOR THE SCOPE OF WORK
AREA ARE THROUGH THE EXISTING JCI METASYS SYSTEM. EXISTING
SYSTEMS ARE TO REMAIN EXCEPT AS NOTED.
2. PROVIDE A NEW RELATIVE HUMIDITY SENSOR IN THE RETURN DUCT
SERVING THE MRI ROOM CONNECTED TO THE EXISTING JCI SYSTEM.
MODIFY THE EXISTING AIR HANDLING UNIT HUMIDITY CONTROLS TO INCLUDE
THIS POINT AND BASE HUMIDITY CONTROL (STEAM VALVE POSITION) UPON
THE FURTHEST OUT OF RANGE FOR THE EXISTING POINT OR THIS
SETPOINT. SET CONTROL TO 30% RH (ADJUSTABLE) WITH LOW HUMIDITY
ALARM AT 25% RH (ADJUSTABLE) AND HIGH HUMIDITY ALARM AT 65% RH
(ADJUSTABLE). PROVIDE GRAPHIC OF SPACE RH AT WORKSTATION.
3. NEW EQUIPMENT CRAC UNITS SHALL OPERATE UNDER PACKAGED
CONTROLS. PROVIDE STAGED SETPOINTS BETWEEN THE ROOM VAV
CONTROLS AND CRAC UNITS (VAV SHALL BE LEAD COOLING SOURCE). BMS
SHALL MONITOR ALARM CONDITION AT EACH CRAC UNIT WITH GRAPHIC AT
OPERATOR WORKSTATION.
4. BMS SHALL MONITOR PROCESS CHILLER SUPPLY AND RETURN WATER
TEMPERATURES WITH BMS TEMPERATURE SENSORS. PROVIDE GRAPHIC
DISPLAY OF TEMPERATURES WITH ADJUSTABLE HIGH AND LOW
TEMPERATURE ALARM INDICATION BASED ON SYSTEM SETPOINTS
REQUIRED BY GE. MONITOR ALARM STATUS OF CHILLER.
5. INSTALL PROCESS CHILLER REMOTE DISPLAY PANEL (PROVIDED WITH
CHILLER) IN EXISTING CONTROL ROOM (COORDINATE LOCATION IN FIELD
WITH OWNER). REFER TO CHILLER INSTALLATION INSTRUCTIONS FOR
REQUIREMENTS.
10
11
12
13
9
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
T
T
T
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
F. E.
CAB.
F
C.G.
C.G.
ROOF
A C
6
5
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
F. E.
CAB.
F
C.G.
C.G.
*
*
*
*
*
*
*
*
O
V
S
1 2 3 4
1
6
5
5
5
5
5 5
5
5
5
5
5
5
7
7
1
3
2
5
4
6
1
3
2
2
2
1 1
4
5
EXISTING 1" PCW EXISTING 1/2" O2
AND 3/4" MV
1
FD
FD
FDVC
FDVC
MGC V
XFC
FD
XFC
XFC
FD
FD
FD
FD
FD
FDFDFD
PACS
PROJECT AREA
ELEVATOR #1 ELEVATOR #1
AREAWAY
VI EWER
VI EWER
BENCH
BENCH BENCH
BENCH
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 5 3/ 4"F. F. ELEV. = 218'- 6"
LI NE O F RO OM ABO VE
C.G.
C.G.C.G.C. G.C. G.
C. G.
C. G.
FD
SUMP
RAMP
U
P
1:12 SL
O
P
E
M
A
X
.
T
Y
P
.
RAMP UP1:12 SLOPE MAX. TYP.
RAM P DN
DN
KEYPADENTRY
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION.
DATE:
PROJECT AREA
KEY PLAN
MD101
02.15.2021
MEP DEMOLITION PLANS
NMP/GDB/BPW
JSCPLANNORTH1/4" = 1'-0"
MEP GROUND FLOOR DEMOLITION PLAN PLANNORTH1/4" = 1'-0"
MEP ROOF DEMOLITION PLAN
MEP ROOF DEMOLITION NOTES:
ALL ASSOCIATED DISCONNECTS, CONDUIT, FEEDERS TO BE DEMOISHED AND REPLACED WITH NEW. REFER TO MEP
DRAWING NOTES FOR NEW EUIPMENT CIRCUIT REQUIREMENTS.
REMOVE EXISTING LIEBERT AIR COOLED CONDENSING UNIT AND ASSOCIATED REFRIGERANT PIPING BACK TO AIR
HANDLER IN EQUIPMENT ROOM.
REMOVE EXISTING AIR COOLED PROCESS CHILLER AND ASSOCIATED PIPING DOWN TO SOURCE.
EXISTING EXHAUST FAN TO REMAIN.
REMOVE EXISTING QUENCH VENT.
1
MEP GROUND FLOOR DEMOLITION NOTES:
ALL EXISTING WALL MOUNTED ELECTRICAL FIXTURES INCLUDING BUT LIMITED TO TEL/DATA DEVICES, FIRE ALARM
DEVICES, ETC. SHALL BE REMOVED, CLEANED, STORED, AND REINSTALLED UPON NEW CONSTRUCTION. ALL BOXES,
CONDUIT, AND ASSOCIATED WIRING SHALL BE MAINTAINED. RECEPTACLES SHALL BE REMOVED AND REPLACED WITH
NEW, EXISITNG BACK BOX AND CONDUIT SHALL BE REUSED.
ALL CEILING MOUNTED FIRE ALARM DEVICES SHALL BE REMOVED, CLEANED, STORED, AND REINSTALLED UPON NEW
CONSTRUCTION. REFER TO SHEET E102 FOR NEW DEVICE LOCATION.
ALL LIGHT FIXTURES AND LIGHTING CONTROL DEVICES SHALL BE REMOVED AND REPLACED WITH NEW. EXISTING BRANCH
CIRCUITING SERVING ARE SHALL BE MAINTAINED AND REUSED. REFER TO SHEET E101 FOR NEW FIXTURE AND DEVICE
LAYOUT.
EXISING MECHANICAL AC UNITS IN EXISTING EQUIPMENT ROOM AND ALL ASSOCIATED DISCONNECTS, CONDUIT, FEEDERS
TO BE DEMOISHED AND REPLACED WITH NEW. REFER TO SHEET E102 FOR NEW EUIPMENT LAYOUT AND CIRCUITNG.
REMOVE ALL EXISTING SUPPLY IFFUSERS, RETURN AND EXHAUST GRILLES IN EXAM AND EQUIPMENT ROOMS.
REMOVE EXISTING LIEBERT VERTICAL AIR HANDLING UNIT, TOP DISCHARGE PLENUM, ASSOCIATED REFRIGERANT PIPING
THROUGH CEILING SPACE AND UP TO ROOF, WIRING AND CONTROLS.
REMOVE EXISTING CHILLED WATER PIPING BACK TO CHILLER ON ROOF. VALVE AND CAP EXISTING COLD WATER PIPING
FOR REUSE. CONFIRM EXISTING CHILLER GLYCOL CONTENT PRIOR TO DISPOSAL.
1
2
3
4
5
6
MEP GROUND FLOOR GENERAL NOTES:
1. PRIOR TO ANY DEMOLITION, CONTRACTOR TO RECORD ALL AIRFLOW VALUES ON EXISTING DIFFUSERS AND
GRILLES IN SCOPE OF WORK AND REPORT FINDINGS TO ENGINEERS.
2. DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL LIGHTING EQUIPMENT WITHIN DESIGNATED AREA FOR
SCOPE OF WORK. EXISTING BRANCH CIRCUIT SHALL REMAIN AND BE REUSED FOR NEW SCOPE OF WORK. REFER
TO FLOOR PLANS FOR ADDITIONAL SCOPE WITH REGARDS TO POWER AND SPECIAL SYSTEMS. THIS WORK DOES
NOT INCLUDE COMPLETE DEMO AND SHALL BE COORDINATED WITH THE HOSPITAL PROJECT MANAGER.
3. DISCONNECT AND REMOVE EXISTING WIRING, CONDUIT, BOXES, ETC. SERVING ALL EQUIPMENT BEING REMOVED
BY MECHANICAL AND OTHER TRADES. REFER TO PLUMBING, MECHANICAL AND ARCHITECTURAL DRAWINGS FOR
COORDINATION OF REQUIRED WORK. REMOVALS SHALL BE COMPLETE BACK TO SOURCE PANEL.
4. DISCONNECT AND REMOVE ALL ELECTRICAL FEEDERS AND ASSOCIATED EQUIPMENT FOR THE REMOVAL OF THE
EXISTING ‘MRI’ IMAGING SYSTEM. COORDINATE SYSTEM SHUTDOWN WITH HOSPITAL FACILITIES AND CLINICIANS
PRIOR TO START OF DEMOLITION WORK.
7PLANNORTH1/4" = 1'-0"
PLUMBING, FIRE PROTECTION & MEDICAL GAS DEMOLITION PLAN
PLUMBING, FIRE PROTECTION AND MEDICAL GAS GROUND FLOOR DEMOLITION NOTES:
REMOVE EXISTING PRE-ACTION SPRINKLER HEAD TO ACCOMMODATE NEW CEILING INSTALLATION. EXISTING BRANCH
PIPING TO REMAIN AND BE REUSED. TYPICAL.
REMOVE EXISTING PRE-ACTION SYSTEM SPRINKLER HEAD TO ACCOMMODATE CEILING REMOVAL. RETAIN BRANCH PIPING
FOR INSTALLATION OF NEW UPRIGHT PENDENT HEAD. TYPICAL.
REMOVE EXISTING 1/2" CW LINE TO EXISTING CRAC UNIT.
REMOVE EXISTING CW BACKUP PIPING TO PROCESS COOLING SYSTEM AND CRYO COOLING SYSTEM. EXISTING BFP AND
1" PIPING TO REMAIN.
REMOVE EXISTING 1/2" O2 AND 3/4" MV PIPING AT EXISTING PENETRATION PANEL TO ACCOMMODATE INSTALLATION OF
NEW PENETRATION PANEL.
REMOVE EXISTING MED GAS INLET, OUTLET, AND SLIDE AND ASSOCIATED PIPING TO ACCOMMODATE INSTALLATION OF
NEW RF SHIELD.
1
2
3
4
5
6
2
3
4
5
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
LUMINAIRE SCHEDULE
TYPE DESCRIPTION MOUNTING SOURCE
DRIVER INPUT
WATTS EFFICACY SHEILDING/OPTICS ACCESSORIES/FEATURES REFERENCE PPRODUCT NOTES
SPEC VOLT
LD1 4" ROUND LED
DOWNLIGHT -
MRI
RECESSED 500LM REMOTE UNV 15W 85LM/W
MATTE WHITE REFLECTOR AND FLANGE, MEDIUM
DISTRIBUTION, REGRESSED LENSED TRIM, SMOOTH
LENS
NON-FERROUS CONSTRUCTION ONLY GOTHAM - EVEO 4M SERIES
3500K 0-10V OR APPROVED EQUAL
LED DIMMING
90+ CRI DRIVER
TO 1%
LT1 2x2 LENSE LEDTROFFER - MRI RECESSED 3300LM REMOTE UNV 36W 94LM/W
WHITE FINISH, EDGE LIT POLYCARBONATE LENS (9) 2'X2' CONFIGURATION,NON-FERROUS CONSTRUCTION ONLY,CONSULT WITH OWNER FOR IMAGE
SELECTION PRIOR TO PURCHASE
FAIL - SAFE CV SERIES
3500K 0-10V OR APPROVED EQUAL
LED DIMMING
80+ CRI TO 1%
LP1 4' LED
INDUSTRIAL
STRIP
SUSPENDED 525 LM/FT INTEGRAL UNV 34W 13LM/W
SNAP ON FROSTED DIFUSSED LENS, WHITE FINISH,
PROVIDE WIRE GUARD
MOUNTED 8' AFF - PROVIDE HANGER
CHAIN TO ACCOMMODATE MOUNTING
PER DRAWINGS
METALUX - SNLED SERIES
3500K 0-10V OR APPROVED EQUAL
LED DIMMING
80+ CRI TO 10%
EM DUAL HEAD LEDEMERGENCY
BATTERY UNIT
WALL INTEGRAL UNV
ADJUSTABLE AIMING HEADS, WHITE THERMOPLASTICWITH CLEAR LIGHT REFRACTION STYLE LENSES NICKLE CADIUM BATTERY RATED FOR90 MINUTES DUAL LITE - EZ SERIES
DRIVER OR APPROVED EQUAL
AND BATTERY
SUPPLY
CLOSET
B-128A
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
D D
LP1
LP1
LP1
LT1
b
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LD1
a
LP1
a b
1
2
3
3
EM
FD
FD
FDVC
FDVC
MGC V
XFC
FD
XFC
XFC
FD
FD
FD
FD
FD
FDFDFD
PACS
PROJECT AREA
ELEVATOR #1 ELEVATOR #1
AREAWAY
VI EWER
VI EWER
BENCH
BENCH BENCH
BENCH
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 5 3/ 4"F. F. ELEV. = 218'- 6"
LI NE O F RO OM ABO VE
C.G.
C.G.C.G.C. G.C. G.
C. G.
C. G.
FD
SUMP
RAMP
U
P
1:12 SL
O
P
E
M
A
X
.
T
Y
P
.
RAMP UP1:12 SLOPE MAX. TYP.
RAM P DN
DN
KEYPADENTRY
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION.
DATE:
PROJECT AREA
KEY PLAN
E101
02.15.2021
ELECTRICAL LIGHTING
PLAN
BPW
JSCPLANNORTH1/4" = 1'-0"
ELECTRICAL LIGHTING GROUND FLOOR PLAN
LIGHTING GENERAL NOTES:
1. COORDINATE EXACT LOCATION OF ELECTRICAL DEVICES SUCH AS LIGHTING
FIXTURES, EXIT SIGNS, SWITCHES, CONTROL DEVICES (SENSORS), ETC.,
WITH ARCHITECTURAL PLANS, ELEVATION DETAILS AND MANUFACTURER’S
EQUIPMENT SUBMITTALS/LAYOUTS (AS APPLICABLE) PRIOR TO START OF
WORK. ALL DEVICES WITHIN MECHANICAL AND ELECTRICAL ROOMS SHALL
BE COORDINATED WITH PANELS, DUCTWORK, PIPING, CONDUITS, ETC. FOR
FINAL LOCATIONS.
2. TYPICAL HOMERUN FOR EACH BRANCH CIRCUIT SHALL BE FED BY 2#12, 1#
12G., IN A 3/4” CONDUIT TO A 20A-1P CIRCUIT BREAKER IN PANELBOARD
DESIGNATED, UNLESS OTHERWISE NOTED. EACH CIRCUIT SHALL HAVE A
DEDICATED NEUTRAL AND GROUNDING CONDUCTOR.
3. REFER TO ELECTRICAL SPECIFICATIONS FOR PROJECT REQUIREMENTS,
PROCEDURES, INSTALLATION STANDARDS AND ADDITIONAL INFORMATION.
LIGHTING DRAWING NOTES:
CONTRACTOR TO VERIFY CLEARANCES PRIOR TO INSTALLATION OF
LUMINAIRES.
DECUCT ALTRERNATE - PROVIDE 4X4 LT1 LAYOUT
EXISTING EMERGENCY LIGHITNG BRANCH CIRCUIT SHALL BE REUSED.
1
LIGHTING GENERAL NOTES:
4. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION
SYSTEMS IN WALLS AND ABOVE CEILING SPACE TO PERMIT THE PLACEMENT
OF LIGHTS, DEVICES AND ASSOCIATED EQUIPMENT IN THE LOCATION
SHOWN ON THE ARCHITECTURAL DRAWINGS.
5. REFER DIRECTLY TO THE ARCHITECTURAL ELEVATION DRAWINGS TO
CONFIRM MOUNTING LOCATION AND HEIGHTS OF ELECTRICAL DEVICES.
COORDINATE DIMENSIONS AND PLACEMENT WITH ARCHITECT PRIOR TO
ROUGH-IN OF DEVICE.
6. EXISTING CONDITIONS BASED ON LIMITED FIELD SURVEY AND EXISTING
DESIGN DRAWINGS. EXACT LOCATIONS OF EQUIPMENT, DEVICES, ETC. MAY
VARY IN FIELD. COORDINATE CONDITIONS DURING DEMOLITION PHASE AND
REPORT SIGNIFICANT FINDINGS AND DISCREPANCIES TO
ENGINEER/ARCHITECT.
7. MAINTAIN EXISTING BRANCH CIRCUIT CONTINUITY OF ADJACENT SPACES
THROUGHOUT DEMOLITION, CONSTRUCTION AND FOR FINAL COMPLETION
OF PROJECT. COORDINATE WITH FACILITIES AND PROJECT MANAGER.
2
3
MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021
CLOSET
B-128A
MRI
ROOM
B-128
MRI
EQUIPMENT ROOM
B-127
CORRIDOR
B-125
CRAC-1
CRAC-2
2
3
1 4
FD
FD
FDVC
FDVC
MGC V
XFC
FD
XFC
XFC
FD
FD
FD
FD
FD
FDFDFD
PACS
PROJECT AREA
ELEVATOR #1 ELEVATOR #1
AREAWAY
VI EWER
VI EWER
BENCH
BENCH BENCH
BENCH
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 6"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 11"
F. F. ELEV. = 218'- 5 3/ 4"F. F. ELEV. = 218'- 6"
LI NE O F RO OM ABO VE
C.G.
C.G.C.G.C. G.C. G.
C. G.
C. G.
FD
SUMP
RAMP
U
P
1:12 SL
O
P
E
M
A
X
.
T
Y
P
.
RAMP UP1:12 SLOPE MAX. TYP.
RAM P DN
DN
KEYPADENTRY
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
Tel: (860) 286-9171 www.bvhis.com
206 West Newberry Road
Bloomfield, CT 06002
servicesintegrated
H AI Architecture, Inc.
SEAL:
PROJECT NO:
BVH PROJECT NO:
PROJECT MANAGER:
DRAWN BY:
COPYRIGHT:
XX-XXXX
21-20-207
SHEET TITLE:
CONSULTANT:
MRI Replacement
Cooley Dickinson Hospital
30 Locust Street
Northampton, MA 01060
Renovation for:
PROJECT:
REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION.
DATE:
PROJECT AREA
KEY PLAN
E102
02.15.2021
ELECTRICAL POWER AND
SPECIAL SYSTEMS PLAN
Author
Checker
POWER & SPECIAL SYSTEMS GENERAL NOTES:
1. COORDINATE EXACT LOCATION OF ELECTRICAL DEVICES SUCH AS
PANELBOARDS, RECEPTACLES, DATA/TEL, FIRE ALARM DEVICES, ACCESS
DEVICES, SECURITY DEVICES, A/V DEVICES, ETC., WITH ARCHITECTURAL
PLANS, ELEVATION DETAILS AND MANUFACTURER’S EQUIPMENT
SUBMITTALS/LAYOUTS (AS APPLICABLE) PRIOR TO START OF WORK. ALL
DEVICES WITHIN MECHANICAL AND ELECTRICAL ROOMS SHALL BE
COORDINATED WITH PANELS, DUCTWORK, PIPING, CONDUITS, ETC. FOR
FINAL LOCATIONS.
1. TYPICAL HOMERUN FOR EACH BRANCH CIRCUIT SHALL BE FED BY 2#12, 1#
12G., IN A 3/4” CONDUIT TO A 20A-1P CIRCUIT BREAKER IN PANELBOARD
DESIGNATED, UNLESS OTHERWISE NOTED. EACH CIRCUIT SHALL HAVE A
DEDICATED NEUTRAL AND GROUNDING CONDUCTOR.
2. REFER TO ELECTRICAL SPECIFICATIONS FOR PROJECT REQUIREMENTS,
PROCEDURES, INSTALLATION STANDARDS AND ADDITIONAL INFORMATION.
3. REFER TO ‘MEP’ SERIES DRAWINGS FOR ELECTRICAL LEGEND,
ABBREVIATIONS, CODE REFERENCES AND SCHEDULES.
4. REFER TO #E4 SERIES DRAWINGS FOR ELECTRICAL DETAILS, RISER
DIAGRAMS, SCHEMATICS AND WIRING DIAGRAMS.
5. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION
SYSTEMS IN WALLS AND ABOVE CEILING SPACE TO PERMIT THE PLACEMENT
OF LIGHTS, DEVICES AND ASSOCIATED EQUIPMENT IN THE LOCATION
SHOWN ON THE ARCHITECTURAL DRAWINGS.
6. CONTRACTOR SHALL NOTE SENSITIVE WORK AREAS THAT REQUIRE
SPECIAL ATTENTION TO SCOPE OF WORK, HOURS OF WORK AND
COORDINATION WITH STAFF & ENVIRONMENT OF AREAS. VERIFY WITH
PROJECT MANAGER AND STAFF FOR SPECIAL CONDITIONS.
7. ALL WORK ASSOCIATED WITH THE EXISTING POWER DISTRIBUTION SYSTEM,
TECHNOLOGY SYSTEM, FIRE ALARM SYSTEM AND NURSE CALL SYSTEM
SHALL BE CLOSELY COORDINATED WITH THE HOSPITAL BUILDING FACILITIES
AND OWNER PROJECT MANAGER. THIS INCLUDES SHUTDOWNS OF
SERVICES, MODIFICATIONS TO SYSTEMS, AND VERIFICATION OF EXISTING
SYSTEM DEVICES AND WIRING.
8. 9.REFER DIRECTLY TO THE ARCHITECTURAL ELEVATION DRAWINGS TO
CONFIRM MOUNTING LOCATION AND HEIGHTS OF ELECTRICAL DEVICES.
COORDINATE DIMENSIONS AND PLACEMENT WITH ARCHITECT PRIOR TO
ROUGH-IN OF DEVICE.
9. EXISTING CONDITIONS BASED ON LIMITED FIELD SURVEY AND EXISTING
DESIGN DRAWINGS. EXACT LOCATIONS OF EQUIPMENT, DEVICES, ETC. MAY
VARY IN FIELD. COORDINATE CONDITIONS DURING DEMOLITION PHASE AND
REPORT SIGNIFICANT FINDINGS AND DISCREPANCIES TO
ENGINEER/ARCHITECT.
POWER & SPECIAL SYSTEMS GENERAL NOTES:
10. MAINTAIN EXISTING BRANCH CIRCUIT CONTINUITY OF ADJACENT
SPACES THROUGHOUT DEMOLITION, CONSTRUCTION AND FOR FINAL
COMPLETION OF PROJECT. COORDINATE WITH FACILITIES AND
PROJECT MANAGER.
11. NOTE THAT RECEPTACLE DEVICES SHOWN WITH THE ‘EX’ DESIGNATION
ARE EXISTING DEVICES. BACKBOXES AND CONDUITS MAY BE REUSED
IN THESE POSITIONS. HOWEVER ALL DEVICES AND CONDUCTORS
SHALL BE REPLACED WITH NEW IN SAME LOCATION.
12. ELECTRICAL CONTRACTOR SHALL REFER DIRECTLY TO THE PROJECT
SITE SPECIFIC DRAWINGS BY THE MEDICAL EQUIPMENT VENDOR
(GENERAL ELECTRIC). THESE DRAWINGS ARE A PART OF THE
CONTRACT DOCUMENTS AND ALL INFORMATION AND REQUIREMENTS
SHALL BE CONSIDERED INCLUDED IN THE ELECTRICAL SCOPE OF
WORK. REFER TO DRAWINGS #E SERIES FOR REQUIREMENTS ON
WIRING TROUGHS, CONDUITS, CONDUCTORS, ALL ROUTING AND
INTERCONNECTION WIRING, ACCESSORIES AND OTHER ITEMS
REQUIRED FOR THE COMPLETE INFRASTRUCTURE AND INSTALLATION
OF THE MRI SYSTEM. VENDOR DRAWINGS CONTAINS A RESPONSIBILITY
MATRIX TO DETERMINE COMPONENT (CONDUIT AND CABLING) AND
SYSTEM REQUIREMENTS FOR MANUFACTURER AND FOR ELECTRICAL
CONTRACTOR.
13. CONDUITS DESIGNATED FOR THE MEDICAL EQUIPMENT (PER VENDOR
SITE SPECIFIC DRAWINGS) THAT ARE TO BE RUN BENEATH FLOOR (IN
CEILING SPACE OF LEVEL BELOW) SHALL BE CONDUITS RUN TO PULL
BOXES WITH PULL STRINGS [AS OPPOSED TO WIRING TROUGH OR
TRAY]. THIS ENABLES ALL MEDICAL EQUIPMENT WIRING TO BE
INSTALLED FROM PROCEDURE ROOM SIDE IN LIEU OF ACCESS TO
CEILING SPACE BELOW AT A LATER DATE. COORDINATE DIRECTLY WITH
THE MEDICAL EQUIPMENT VENDOR SITE SPECIFIC DRAWINGS.
14. ALL CONDUIT RUNS REQUIRED FOR THE MEDICAL VENDOR EQUIPMENT
SHALL BE ‘EMT’ UNLESS OTHERWISE APPROVED BY VENDOR OR
VERIFIED BY THE DESIGN TEAM. FLEXIBLE METALLIC CONDUIT SHALL BE
CONSIDERED ON A CASE BY CASE BASIS. COORDINATE ROUTING AND
CONDUIT SIZES WITH MEDICAL EQUIPMENT VENDOR AND ENGINEER.
15. CONSTRUCTION MANAGER AND ELECTRICAL CONTRACTOR SHALL
NOTIFY OWNER OF PROPOSED SHUTDOWN SCHEDULE TO IMPLEMENT
THE REQUIRED MODIFICATIONS TO THE NORMAL AND THE ESSENTIAL
SWITCHGEAR IN THE MAIN ELECTRIC ROOM. REVIEW THE PROPOSED
SCOPE OF WORK AND IDENTIFY A METHOD OF PROCEDURES PRIOR TO
ORDERING EQUIPMENT AND ROUTING ANY CONDUIT SYSTEMS.
COORDINATE THIS WITH OWNER AND HOSPITAL FACILITIES FOR
RECOMMENDATION OF TIMES AND SCHEDULING WORK AROUND
HOSPITAL REQUESTS.
16. ALL SYSYEMS (ELECTRICAL INFRASTRUCTURE) AND APPLICABLE
DEVICES WITHIN THE PROCEDURE ROOM SHALL BE NON-FERROUS.
(TYPICAL)
POWER & SPECIAL SYSTEMS DRAWING NOTES:
PROVIDE NEW 300A BREAKER IN PANEL P1 FOR NEW MRI UPS. PROVIDE (4) #
350 AND (1) #4G IN 4" CONDUIT.
PROVIDE NEW 3-POLE, 30 A FUSED DISCONNECT FOR CRAC-1. CIRCUIT TO
NEW 30A BREAKER IN PANEL EE-US1. PROVIDE (3) #10 & (1) #10G IN 1" CONDUIT.
PROVIDE NEW 3-POLE, 30 A FUSED DISCONNECT FOR CRAC-2. CIRCUIT TO
NEW 30A BREAKER IN PANEL EE-US1.PROVIDE (3) #10 & (1) #10G IN 1" CONDUIT.
DISCONNECT AND REMOVE EXISTING RECEPTACLES, DEVICES, AND OTHER
WALL MOUNTED ACCESSORIES FOR THE REPLACEMENT OF THE SHIELDING IN
WALL. REPLACE EXISTING RECEPTACLES IN SAME LOCATION AND RECONNECT
TO EXISTING BRANCH CIRCUIT PROVIDED BOX EXTENDERS AS APPLICABLE TO
ACCOMMODATE NEW SHIELDING.
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MARK DATE ISSUE
02.15.2021 PERMIT SET
21-20-207
2/12/2021