HomeMy WebLinkAbout19_0123_Renovation of Olin Hall for CBE-Phase 1_ConformedDrawings_IFCPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-647720758.0011/30/2018DRAWING LIST14 - MECHANICALM0.10 HVAC - NOTES & ABBREVIATIONSM0.20 HVAC - LEGENDM1.00 HVAC - LEVEL 0 DEMOM1.20 HVAC - LEVEL 2 DEMOM1.30 HVAC - LEVEL 3 DEMOM2.00 HVAC - LEVEL 0M2.10 HVAC - LEVEL 1M2.20 HVAC - LEVEL 2M2.30 HVAC - LEVEL 3M2.40 HVAC - LEVEL 4M3.10 HVAC - SECTIONSM5.10 HVAC - DETAILSM5.20 HVAC - DETAILSM5.30 HVAC - DETAILSM5.40 HVAC - DETAILSM5.50 HVAC - DETAILSM6.10 HVAC - SCHEDULESM6.20 HVAC - SCHEDULESM6.30 HVAC - SCHEDULESM7.10 HVAC - AIR RISER DIAGRAMM7.20 HVAC - HYDRONIC / STEAM RISER DIAGRAMM8.10 HVAC - CONTROLSM8.20 HVAC - CONTROLSM8.30 HVAC - CONTROLSM8.40 HVAC - CONTROLSM8.50 HVAC - CONTROLSM8.60 HVAC - CONTROLSM8.70 HVAC - CONTROLSM8.80 HVAC - CONTROLS15 - ELECTRICALE0.01 ELECTRICAL LEGEND & GENERAL NOTESE0.02 ELECTRICAL GENERAL SCHEDULESE0.03 ELECTRICAL LAB EQUIPMENT SCHEDULESE0.04 ELECTRICAL PANELBOARD SCHEDULES - SHEET 1E0.05 ELECTRICAL PANELBOARD SCHEDULES - SHEET 2E1.00 LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLANE1.10 LEVEL 1 - PHASE 1 ELECTRICAL DEMO PLANE1.20 LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLANE1.30 LEVEL 3 - PHASE 1 ELECTRICAL DEMO PLANE1.40 LEVEL 4 - PHASE 1 ELECTRICAL DEMO PLANE2.10 LEVEL 0 - ELECTRICAL LIGHTING PLANE2.20 LEVEL 2 - ELECTRICAL LIGHTING PLANE2.30 LEVEL 3 - ELECTRICAL LIGHTING PLANE3.00 LEVEL 0 - ELECTRICAL POWER PLANE3.10 LEVEL 1 - ELECTRICAL POWER PLANE3.20 LEVEL 2 - ELECTRICAL POWER PLANE3.30 LEVEL 3 - ELECTRICAL POWER PLANE4.00 ELECTRICAL PART PLANS - SHEET 1E4.01 ELECTRICAL PART PLANS - SHEET 2E5.00 ELECTRICAL NORMAL POWER RISER DIAGRAMSE5.01 ELECTRICAL EMERGENCY POWER RISER DIAGRAMSE6.00 ELECTRICAL DETAILSE7.00 LIGHTING FIXTURE SCHEDULES & CONTROLS17 - FIRE ALARMFA0.01 FIRE ALARM - SYMBOLS & ABBREVIATIONSFA0.02 FIRE ALARM - NOTES & DESIGN CRITERIAFA1.00 FIRE ALARM - LEVEL 0 DEMOFA1.10 FIRE ALARM - LEVEL 1 DEMOFA1.20 FIRE ALARM - LEVEL 2 DEMOFA1.30 FIRE ALARM - LEVEL 3 DEMOFA2.00 FIRE ALARM - LEVEL 0FA2.10 FIRE ALARM - LEVEL 1FA2.20 FIRE ALARM - LEVEL 2FA2.30 FIRE ALARM - LEVEL 3FA6.01 FIRE ALARM - DETAILS18 - SECURITYSE0.01 SECURITY - LEGENDSE2.00 SECURITY - LEVEL 0SE2.10 SECURITY - LEVEL 1SE2.20 SECURITY - LEVEL 2SE2.30 SECURITY - LEVEL 319 - TELECOMMUNICATIONSTC0.01 TELECOM - LEGENDTC1.01 TELECOM - LEVEL 1 DEMO PLANTC1.02 TELECOM - LEVEL 2 DEMO PLANTC1.03 TELECOM - LEVEL 3 DEMO PLANTC1.04 TELECOM - LEVEL 4 DEMO PLANTC2.00 TELECOM - LEVEL 0TC2.10 TELECOM - LEVEL 1TC2.20 TELECOM - LEVEL 2TC2.30 TELECOM - LEVEL 3TC2.40 TELECOM - LEVEL 4TC4.00 TELECOM - IDF LAYOUT & PART PLANTC4.01 TELECOM - RISER DIAGRAM & DETAILSDRAWING LIST01 - GENERALG0.00 DRAWING INDEX & LOCATION PLANG0.01 GENERAL NOTES, ABBREVIATIONS, & GRAPHIC STANDARDSG0.02 INTERIOR VIEWS FOR REFERENCEG1.11 BASIS OF DESIGN - OCCUPIED AREAS DURING CONSTRUCTIONG1.20 CODE SUMMARYG1.21 CODE PLANSG2.00 MOUNTING HEIGHT SCHEDULE02 - CIVILC1.01 SITE CIVIL DRAWINGSC1.02 SITE CIVIL DRAWINGS03 - ABATEMENTAR1.00 LEVEL 0 - ASBESTOS ABATEMENTAR1.04 LEVEL 4 - ASBESTOS ABATEMENT04 - ARCHITECTURALA1.00 LEVEL 0 - PHASE 1 DEMOA1.10 LEVEL 1 - PHASE 1 DEMOA1.20 LEVEL 2 - PHASE 1 DEMOA1.30 LEVEL 3 - PHASE 1 DEMOA1.40 LEVEL 4 - PHASE 1 DEMOA2.00 LEVEL 0 - OVERALL PLANA2.10 LEVEL 1 - OVERALL PLANA2.20 LEVEL 2 - OVERALL PLANA2.30 LEVEL 3 - OVERALL PLANA2.40 LEVEL 4 - OVERALL PLANA4.00 LEVEL 0 - ENLARGED PLANA4.10 LEVEL 1 - ENLARGED PLANA4.20 LEVEL 2 - ENLARGED PLANA4.30 LEVEL 3 - ENLARGED PLANA4.40 LEVEL 4 - ENLARGED PLANA5.20 INTERIOR ELEVATIONS - LEVEL 2A5.21 INTERIOR ELEVATIONS - LEVEL 2A5.22 INTERIOR ELEVATIONS - LEVEL 2A5.23 INTERIOR ELEVATIONS - LEVEL 2A5.24 INTERIOR ELEVATIONS - LEVEL 2A5.30 INTERIOR ELEVATIONS - LEVEL 3A5.31 INTERIOR ELEVATIONS - LEVEL 3A5.32 INTERIOR ELEVATIONS - LEVEL 3A5.33 INTERIOR ELEVATIONS - LEVEL 3A6.20 LEVEL 2 - CEILING PLANA6.30 LEVEL 3 - CEILING PLANA8.00 EXTERIOR DETAILSA8.20 EXTERIOR ROOF DETAILSA9.00 PARTITION TYPESA9.01 PARTITION DETAILSA9.02 FLOOR TRANSITION AND BASE DETAILSA9.10 DOOR SCHEDULEA9.11 INTERIOR DETAILSA9.20 LAB CASEWORK DETAILSA9.21 LAB CASEWORK DETAILSA9.22 LAB CASEWORK DETAILSA9.40 EQUIPMENT LIST10 - STRUCTURALS0.00 GENERAL NOTESS0.10 CONCRETE TYPICAL DETAILSS0.20 STEEL TYPICAL DETAILSS1.01 AREAWAY PART PLANSS1.02 THIRD AND FOURTH LEVEL PART PLANSS4.00 DUNNAGE ELEVATIONS AND SECTIONSS6.00 SECTIONS AND DETAILSS6.01 SECTIONS AND DETAILS12 - FIRE PROTECTIONFP0.01 FIRE PROTECTION - SYMBOLS & ABBREVIATIONSFP0.02 FIRE PROTECTION - NOTES & DESIGN CRITERIAFP1.00 FIRE PROTECTION - LEVEL 0 DEMOFP1.10 FIRE PROTECTION - LEVEL 1 DEMOFP1.20 FIRE PROTECTION - LEVEL 2 DEMOFP1.30 FIRE PROTECTION - LEVEL 3 DEMOFP2.00 FIRE PROTECTION - LEVEL 0FP2.10 FIRE PROTECTION - LEVEL 1FP2.20 FIRE PROTECTION - LEVEL 2FP2.30 FIRE PROTECTION - LEVEL 3FP6.01 FIRE PROTECTION - DETAILSFP7.01 FIRE PROTECTION - RISER13 - PLUMBINGP0.01 PLUMBING LEGEND & GENERAL NOTESP0.02 PLUMBING LEGENDP0.03 PLUMBING LEGENDP1.00 PLUMBING - LEVEL 0 DEMOP1.10 PLUMBING - LEVEL 1 DEMOP1.20 PLUMBING - LEVEL 2 DEMOP1.30 PLUMBING - LEVEL 3 DEMOP2.00 PLUMBING - LEVEL 0P2.00U PLUMBING - UNDERGROUNDP2.10 PLUMBING - LEVEL 1P2.20 PLUMBING - LEVEL 2P2.30 PLUMBING - LEVEL 3P2.40 PLUMBING - LEVEL 4P4.10 PLUMBING - POTABLE RISER DIAGRAMP4.11 PLUMBING - LAB HOT WATER RISER DIAGRAMP4.20 PLUMBING - PURE WATER GENERATION DIAGRAMP4.21 PLUMBING - PURE WATER RISER DIAGRAMP4.30 PLUMBING - NITROGEN & COMPRESSED AIR GENERATIONDIAGRAMP4.31 PLUMBING - COMPRESSED DRY AIR RISER DIAGRAMP4.40 PLUMBING - VACUUM RISER DIAGRAMP4.50 PLUMBING - NITROGEN RISER DIAGRAMP4.60 PLUMBING - LAB WASTE & VENT RISER DIAGRAMP5.01 PLUMBING DETAILSP5.02 PLUMBING DETAILSP5.03 PLUMBING DETAILSP5.04 PLUMBING DETAILSP7.01 PLUMBING SCHEDULESOLIN HALLCARPENTER HALLDUFFIELD HALLPHILLIPS HALLCAMPUS ROADHOLLISTER HALLTHURSTON HALLBARD HALLKIMBALL HALLSNEE HALLUPSON HALLJOHNSON GRADUATE SCHOOL OF MANAGEMENTANABEL TAYLOR HALLLOCATION PLAN (N.T.S.)1 11/30/18 ISSUED FOR CONSTRUCTION
SCALE:------------C#---DRAWING SUBTITLEDRAWING TITLETOP OF SLABELEV = 100'-0"-----C#--TOP OF SLABELEV = 100'-0"-----APLINE TYPESSYMBOLSREFLECTED CEILING PLANSDOOR TYPESMATERIAL INDICATIONSWALL INDICATIONSGENERAL NOTESABBREVIATIONSOVERHEAD (OVER COUNTER AND SOFFITS)REFERENCE (COLUMN LINES AND MATCH LINES)BELOW AND BEYOND(UNDERCOUNTER AND FOOTINGS)BREAK LINELIMIT OF WORK LINESHEET NUMBERSECTION IDENTIFICATION&L@Cф#ACTADAFFAHUALUMALTAVBOTBOSCGCJCLCLGCMUCOCOLCONCCONTCPTCTCUHDFDIADNDWGEEIFSEJEMER SHREPEQEQUIPEWCEWSEXISTF/FFACPFCOFCUFDFDCFDVFECFEFFFHFHCFHRFOCFOFFTRGGFCIGFRCGFRGGYP BDHBHPTHRHVACHWIDIFIGINTLLABLPTMAXMECHMHMINMONNICOAOCODOFOF/CIOFDOPHOQTRRCPRDREFRORWLSSHRSHRDSIMSSTSTCTTDTOCTOSTOWTYPULUONVACVCTVIFWWHANDANGLEATCENTERLINEDIAMETERPOUNDACOUSTICAL CEILING TILEAREA DRAINABOVE FINISHED FLOORAIR HANDLING UNITALUMINUMALTERNATEAUDIOVISUALBOTTOMBOTTOM OF STEELCORNER GUARDCONTROL JOINTCENTERLINECEILINGCONCRETE MASONRY UNITCASED OPENINGCOLUMNCONCRETECONTINUOUSCARPETCERAMIC TILECABINET UNIT HEATERDRINKING FOUNTAINDIAMETERDOWNDRAWINGEASTEXTERIOR INSULATION & FINISH SYSTEMEXPANSION JOINTEMERGENCY SHOWERELECTRICAL PANELEQUALEQUIPMENTELECTRIC WATER COOLEREYE WASH STATIONEXISTINGFACE TO FACEFIRE ALARM CONTROL PANELFLOOR CLEANOUTFAN COIL UNITFLOOR DRAINFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT VALVEFIRE EXTINGUISHER CABINETFIRE EXTINGUISHERFINISH FACEFIRE HYDRANTFIRE HOSE CABINETFIRE HOSE RACKFACE OF CONCRETEFACE OF FINISHFINNED TUBE RADIATIONGASGROUND FAULT CIRCUIT INTERRUPTERGLASS FIBER REINFORCED CONCRETEGLASS FIBER REINFORCED GYPSUMGYPSUM BOARDHOSE BIBBHIGH POINTHOURHEATING, VENTILATION, AIR CONDITIONINGHOT WATERINSIDE DIAMETERINSIDE FACEINSULATED GLASSINTERIORLEFTLABORATORYLOW POINTMAXIMUMMECHANICALMANHOLEMINIMUMMASONRY OPENINGNORTHNOT IN CONTRACTOVERALLON CENTEROUTSIDE DIAMETEROUTSIDE FACEOWNER FURNISHED/CONTRACTOR INSTALLEDOVERFLOW DRAINOPPOSITE HANDOXYGENQUARRY TILERISERREFLECTED CEILING PLANROOF DRAINREFRIGERATORROUGH OPENINGRAIN WATER LEADERSOUTHSHOWERSHOWER DRAINSIMILARSTAINLESS STEELSOUND TRANSMISSION CLASSTREADTRENCH DRAINTOP OF CONCRETE SLABTOP OF STEELTOP OF WALLTYPICALUNDERWRITERS LABORATORIESUNLESS OTHERWISE NOTEDVACUUMVINYL COMPOSITION TILEVERIFY IN FIELDWESTWALL HYDRANTLDOCUMENT REVISIONDETAILWALL SECTIONPLAN DETAILDATUM POINTELEVATION MARKERPAINT COLOR DESIGNATIONPARTITION TYPE SYMBOLCOLUMN LINESHEET NUMBERSECTION IDENTIFICATIONBRICKSTONEPRECAST CONCRETECAST-IN-PLACE CONCRETECONCRETE MASONRY UNITSTERRA COTTAUNDISTURBED EARTHDRAINAGE FILLCOMPACTED FILLSTEELALL OTHER METALSPLYWOODHARDWOOD CUT IN SECTIONFINISH WOOD FACE SEEN IN ELEVATIONCONTINUOUS WOOD BLOCKING/FRAMINGNON-CONTINUOUS WOOD BLOCKING/FRAMINGRIGID INSULATIONBATT INSULATIONSPRAYED FIRE-RESISTIVE MATERIALGYPSUM BOARDFLOOR TILEACOUSTICAL CEILING TILEEXTERIOR INSULATION AND FINISHSYSTEMWATERPROOFINGSPRINKLER HEAD - CONCEALEDSPRINKLER HEAD - TYPICAL2 HOUR FIRE RATING1 HOUR FIRE RATINGSUPPLY DIFFUSERRETURN OR EXHAUST DIFFUSERFLUORESCENT LIGHT FIXTURE - RECESSEDINCANDESCENT LIGHT FIXTURE - RECESSEDINCANDESCENT LIGHT FIXTURE - WALL MOUNTEDFLUORESCENT LIGHT FIXTURE - SURFACE MOUNTEDFLUORESCENT LIGHT FIXTURE - LIGHT STRIPSUSPENDED CEILING GRIDFLUORESCENT LIGHT FIXTURE - PENDANTGLASSTYPICAL NEW CONSTRUCTIONTYPICAL WINDOWWINDOW WALLRECESSED ITEMEXISTING TO REMAINEXISTING TO BE REMOVEDACOUSTIC TILE OR PANELACCESS PANELTYPICAL DOORUNEQUAL LEAFPAIREXISTING DOOR TO REMAINEXISTING DOOR TO BE REMOVEDEQUIPMENTNUMBERPLASTIC LAMINATETITLEDOOR NUMBERDOOR SYMBOL EQUIPMENT NUMBERSHEET NUMBERSECTION IDENTIFICATION-TERRAZZO1.2.3.DIMENSIONS TO LOCATE PARTITIONS ARE GIVEN TYPICALLY TO THE FINISHEDFACE. PARTITIONS THAT GRAPHICALLY CENTER ON A GRID OR WINDOWMULLION ARE TO BE CENTERED AS SHOWN UNLESS OTHERWISE NOTED. NEWPARTITIONS AND SURFACES THAT ARE SHOWN TO ALIGN WITH EXISTINGSURFACES ARE TO BE ALIGNED AND FINISHED SMOOTH AND FLUSH.CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS.HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK,CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUTOUTSIDE INDICATED LIMITS.COORDINATE THE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICALEQUIPMENT PADS WITH EQUIPMENT PROVIDED.ROOFINGAIR BARRIER---ABCDELEVATION IDENTIFICATIONINTERIOR ELEVATIONSHEET NUMBERSMOKE PARTITIONOCCUPANCY SENSOR - WALL MOUNTEDEMERGENCY LIGHT - WALL MOUNTEDFIRE ALARM - AUDIO / VISUAL - WALL MOUNTEDFIRE ALARM - VISUAL - WALL MOUNTEDEOSFFEXISTING SUSPENDED CEILING TO BE REMOVEDEXISTING ITEMS TO BE REMOVEDFBWC--###ROOM IDENTIFICATIONROOM IDENTIFICATIONFLOOR FINISH KEYBASE FINISH KEYWALL FINISH KEYCEILING FINISH KEYROOM NUMBERROOM NAMEPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 12" = 1'-0"20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION
Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-647720758.0011/30/20182ND FLOOR LAB ENTRANCE3RD FLOOR LAB SPACE2ND FLOOR EAST WRITE UP SPACE1 11/30/18 ISSUED FOR CONSTRUCTION
LEGEND AND NOTESINDICATES AREAS OF THE PROJECT THAT REMAIN OCCUPIED DURING CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH THE CONTINUED OCCUPATION AND ACCESS TO THESE SPACES.MAINTAIN EXISTING EGRESSNOTES:1. SWING SPACE AREAS TO BE COMPLETED & OCCUPIED BEFORE WORK BEGINS ON LEVELS 2 & 3MATERIAL REMOVAL AND DEBRIS REMOVABLE PATHWORK AREAACCESSIBLEWORK AREAWORK AREA (SWING SPACE)(SWING SPACE)EXISTING LOADING DOCK30' x 50' CRANE LOCATION FOR ROOF TOP WORKTRACTOR TRAILER ACCESSFENCED STORAGE FOR DUMPSTERS. OVERHEAD DOOR TO REMAIN ACCESSIBLEFENCING FOR AREAWAY EXCAVATIONSIDEWALK CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGESIDEWALK CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGEWORK AREAWORK AREAWORK AREA (SWING SPACE)WORK AREAPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE: 1/32" = 1'-0"1LEVEL 0 - Occupied AreaSCALE: 1/32" = 1'-0"2LEVEL 1 - Occupied AreaSCALE: 1/32" = 1'-0"3LEVEL 2 - Occupied AreaSCALE: 1/32" = 1'-0"4LEVEL 3 - Occupied AreaSCALE: 1/32" = 1'-0"5LEVEL 4 - Occupied Area1 11/30/18 ISSUED FOR CONSTRUCTION
Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-647720758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION
OCCUPANCY AND USE NOTES USEFLOOR AREA PER OCCUPANT(SF / OCC)LABORATORY 1001-HOUR FIRE RATING2-HOUR FIRE RATINGEGRESS PATHLEGENDLEVEL 2 ALTERATIONSWORK AREAWORK AREAEXISTING ACCESSIBLE ENTRYEXISTING UNISEX ACCESSIBLE RESTROOMACCESSIBLE DRINKING FOUNTAIN (NEW)EXISTING ACCESSIBLE PASSENGER ELEVATORLEVEL 2 ALTERATIONSLECTURE HALL EXIT 136" DOOR / 0.15 = 24042" STAIR / 0.2 = 210EXIT CAPACITY = 210LECTURE HALL EXIT 236" DOOR / 0.15 = 24042" STAIR / 0.2 = 210EXIT CAPACITY = 210EXIT 165" DOOR / 0.15 = 43365" STAIR / 0.2 = 325EXIT CAPACITY = 325EXIT 260" DOOR / 0.15 = 400197" STAIR / 0.2 = 985EXIT CAPACITY = 400EXIT 440" DOOR / 0.15 = 266EXIT CAPACITY = 266EXIT 365" DOOR / 0.15 = 43396" STAIR / 0.2 = 480EXIT CAPACITY = 433EXIT 544" DOOR / 0.15 = 28062" STAIR / 0.2 = 310EXIT CAPACITY = 280TOTAL EXIT CAPACITY = 2,124106' TRAVEL DISTANCELAB4,345 SF44 OCC @100 SF/OCC116' TRAVEL DISTANCEWORK AREA151514NEW ACCESSIBLE UNISEX RESTROOMLEVEL 2 ALTERATIONSACCESSIBLE DRINKING FOUNTAIN (NEW)EXISTING WOMEN'S ACCESSIBLE RESTROOMFUTURE CONTROL ZONESTAIR 166" STAIR / 0.2 = 33056" DOOR / 0.15 = 373EXIT CAPACITY = 330STAIR 266" STAIR / 0.2 = 33056" DOOR / 0.15 = 373EXIT CAPACITY = 330STAIR 344" STAIR / 0.2 = 22040" DOOR / 0.15 = 266EXIT CAPACITY = 220TOTAL EXIT CAPACITY = 880WORK AREALAB3,386 SF34 OCC @100 SF/OCC80' TRAVEL DISTANCE78' TRAVEL DISTANCE913 12LEVEL 2 ALTERATIONSACCESSIBLE DRINKING FOUNTAIN (NEW)EXISTING UNISEX ACCESSIBLE RESTROOMCONTROL ZONESTAIR 146" STAIR / 0.2 = 23056" DOOR / 0.15 = 373EXIT CAPACITY = 230STAIR 244" STAIR / 0.2 = 22056" DOOR / 0.15 = 373EXIT CAPACITY = 220STAIR 344" STAIR / 0.2 = 22046" DOOR / 0.15 = 266EXIT CAPACITY = 220TOTAL EXIT CAPACITY = 670Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE: 1" = 20'-0"1LEVEL 0 - CODE PLANSCALE: 1" = 20'-0"2LEVEL 1 - CODE PLANSCALE: 1" = 20'-0"3LEVEL 2 - CODE PLANSCALE: 1" = 20'-0"4LEVEL 3 - CODE PLAN1 11/30/18 ISSUED FOR CONSTRUCTION
10"4' - 0"1'-6"MIRRORACCESSIBLE LAVORATORYACCESSIBLE TOILET AND ACCESSORIESGRAB BARTOILET PAPER DISPENSERGRAB BARACCESSIBLE TOILET AND ACCESSORIES(BEHIND TOILET)SOAP DISPENSERPAPER TOWELDISPENSERLCLCFIRE EXTINGUISHER CABINETFIRE ALARMPULL STATIONFIRE ALARMAUDIO/VISUAL ALARM6" MIN.7' - 2"3' - 10"4' - 0"CEILINGLCLCLIGHT SWITCHHIGH ELECTRICAL OUTLET OR RACEWAY(EQUIPMENT AND SUPPORT ROOM)DATA OUTLET CARD READERWALL PHONE3' - 10"1' - 6"3' - 10"3' - 10"LC1' - 6"THERMOSTAT3' - 10"MOP AND BROOM HOLDERWALL MOUNTED EXIT SIGN6' - 0"LAB COAT HOOKS6"1' - 6"4' - 0"SANITARY NAPKIN DISPOSAL2' - 11"2' - 0"1' - 5"1' - 9"1' - 2"PLUMBING ACCESSPANELTOILET PAPER DISPENSERSANITARY NAPKIN DISPOSALTOILET PAPERDISPENSERELECTRICAL OUTLET 5' - 0"ALARM CONNECTION 5' - 0"TELEPHONE1' - 6"DATA OUTLETELECTRICAL OUTLET3' - 5"MOVABLE BENCH AT WALL3' - 1"TELEPHONE OUTLETTURRETS AT NON-BACKSPLASH LOCATIONSDATA OUTLETELECTRICAL OUTLET3' - 8"ADA COUNTER / BENCH2' - 10"LED TASK SWITCHTELEPHONE OUTLETTURRETS AT NON-RACEWAY LOCATIONSRACEWAY (@ TOP OF BACKSPLASH, TYP.)7' - 4"LED SHELVING RECEPTACLE8' - 0"CO2 SERVICE AT INCUBATORS1' - 6"SERVICE AT BIOSAFETY CABINETSEXIT4"EQEQ7' - 0"4' - 7"WALL SHELVING ABOVE COUNTER OR / TABLE6'-0" @ WIREMOLD7' - 4"PURE WATER TAP8' - 0"EMERGENCY SHOWERACCESSIBLE LAVORATORY27" MIN6" MAX11" MIN8" MINPROFILE OF REQUIRED ACCESSIBLE KNEE AND TOE CLEARANCET.O. HOOK1' - 6"-3'-2'' TO T.O. OPPERABLE PART1' - 0"ACCESSIBLE URINALB.O. MIRROR4' - 10"T.O. GRAB BAR2' - 11"T.O. GRAB BARSANITARY NAPKIN DISPENSER3' 2" TO T.O. OPPERABLE PART.EXIT55" AFFB.O. TACTILE CHARACTERSTACTILE EXIT SIGN @ EGRESS STAIRWAY EXIT PASSAGEWAY + EXIT DISCHARGELC3' - 10"A.E.D. CABINET15" TO RIM3' - 0"3' - 4"GRAB BAR4' - 6"DATA OUTLETELECTRICAL OUTLET4' - 0"COUNTER W/ BACKSPLASH3' - 1"LED TASK SWITCHTELEPHONE OUTLETTURRETS AT NON-RACEWAY LOCATIONS2"55" AFFB.O. TACTILE CHARACTERS2"WALL MOUNTED ROOM SIGN17" MIN9"3'-4"1'-6"7"RACEWAY AT ALCOVE4'-0"6"18 1/2" T.O. SEAT3'-0"--3'-2'' TO T.O. OPPERABLE PART-6" BELOW B.O. GRAB BARLC-3' 2" TO T.O. OPPERABLE PARTTOILET SEAT COVER DISPENSER8" MIN2'-10"2'-3" MIN6" MAX9" MIN3'-0"1'-5" MINDRINKING FOUNTAINPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION
LEVEL 10"LEVEL 0-12' - 0"1ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009#DATEDESCRIPTIONAS SHOWN20758.00 / TGM-E18-4911/30/2018Drawing ScaleProject NumberDate IssuedCode ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477111/30/18ISSUED FOR CONSTRUCTIONRenovation of Olin Hall forChemical and BiomolecularEngineering - Phase 1C1.01SITE CIVILDRAWINGS201/07/19ADDENDUM 022222
ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009# DATEDESCRIPTIONAS SHOWN20758.00 / TGM-E18-4911/30/2018Drawing ScaleProject NumberDate IssuedCode ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-64771 11/30/18 ISSUED FOR CONSTRUCTIONRenovation of Olin Hall forChemical and BiomolecularEngineering - Phase 10.0000
C1.02SITE CIVILDRAWINGS····
UPUPUPUPFE2066 SFB00UA10 SF12913 SFB00UG38 SFB00TB73 SFB00UR79 SFB00JB91 SFB00UJ129 SFB45138 SFB00UM118 SF138164 SFB78A178 SFB00CD159 SF141238 SFB00SB280 SFB08240 SFB00SA301 SFB59320 SFB54320 SFB50320 SFB52320 SFB48320 SFB461359 SFB49384 SFB00UL425 SFB40A477 SFB56514 SFB06521 SFB40672 SFB53666 SFB55684 SFB57799 SFB02812 SFB781100 SFB14NotEnclosedB00UN1093 SF1802332 SFB00CA51 SF182157 SF1831133 SFB011165 SFB051935 SFB40B993 SFRoomB776 SFB00UK82 SFB00EB14 SFB00UB14 SFB00UC45 SFB40CNotEnclosedB00UP384 SFB00UH214 SFB00UE475 SFB00UF328 SFB00UD341 SFB14A159 SFB14C154 SFB14B1092 SFB11MLKJIHG20'-3 1/2"20'-0"20'-0"20'-0"20'-0"20'-0"15'-2 1/2"9'-5"16'-9"9'-5"12'-2 1/2"20'-0"20'-3 1/2"FEDCBAN221133410'-10"15'-5 1/2"20'-0"15'-0"20'-0"20'-0"12'-0"12'-0"12'-0"12'-0"12'-0"20'-0"20'-0"6677885QPRSTO101315151616171710'-10"15'-5 1/2"25'-0"4'-0"19'-0"20'-0"20'-0"19'-0"1'-0"U1819202124252326911121420'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-3 1/2"20'-0"25'-3 1/2"5'-0"9'-8 1/2"10'-0"S12'-6"R15'-0"4A6'-2"Q110"225.123.126.1ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedCode ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Cost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345 3/32" = 1'-0"AR1.0020758.0011/30/2018LEVEL 0 - ASBESTOSABATEMENT#DATEDESCRIPTIONDelta860 Hooper RoadEndwell, NY 13760Tel: 607-231-6600Abatement SpecialistCivil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477111/30/18ISSUED FOR CONSTRUCTIONNRenovation of Olin Hall forChemical and BiomolecularEngineering - Phase 1
UPUPUPMLKJIHGFEDCBAN21346785QPRSTO1013151617U181920212425232691112144AQ1225.123.126.1401400UCArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedCode ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Cost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345 3/32" = 1'-0"AR1.0420758.0011/30/2018LEVEL 4 - ASBESTOSABATEMENT#DATEDESCRIPTIONAsbestos SpecialistDelta860 Hooper RoadEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477111/30/18ISSUED FOR CONSTRUCTIONNRenovation of Olin Hall forChemical and BiomolecularEngineering - Phase 1
UPUPUPUPFEMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U18192021242523269111214S1R14AQ1225.120' - 3 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-15' - 2 1/2" +-9' - 5" +-16' - 9" +-9' - 5" +-12' - 2 1/2" +-20' - 0" +-20' - 3 1/2" +-10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +-10' - 10" +-15' - 5 1/2" +-25' - 0" +-4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +-15' - 0"2' - 6"5' - 0"10"23.126.11.041.041.031.031.121.11WORK AREA1.1718' - 4" R.O.6'-2" +-1.011.121.09DEMOLITION GENERAL NOTESA. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN.D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE.F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED.G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS.DEMOLITION PLAN LEGENDCONCRETE SLAB TO BE REMOVED FOR NEW PENETRATIONRAISED FLOOR SYSTEM TO BE REMOVEDREMOVAL AND REINSTALLATION OF CEILING AS NOTEDWALL TO REMAINWALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.DOOR AND FRAME TO BE DEMOLISHED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018 DEMOLITION KEYNOTES1.01 REMOVE RESILIENT FLOORING1.03 REMOVE EXISTING CEILING1.04 REMOVE STAIRS1.09 REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO MATCH EXISTING1.11 NEW OPENING WITHIN EXTERIOR WALL.1.12 REMOVE EXISTING PARTITION.1.17 REMOVED RAISED FLOOR SYSTEM1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
UPUPUPUPUPUPUPUPMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U18192021242523269111214S1R14AQ1225.120' - 0" +-20' - 0" +-20' - 0" +-20' - 3 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-15' - 2 1/2" +-9' - 5" +-16' - 9" +-9' - 5" +-12' - 2 1/2" +-20' - 0" +-20' - 3 1/2" +-10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +-10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-23.126.115' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +-1.221.09WORK AREA1.181.201.191.22REMOVE ALL WALL HUNG PICTURES & DEVICES. PATCH WALLS.1.231.231.231.241.251.091.091.26REMOVE ALL WALL HUNG PICTURES & DEVICES. PATCH WALLS.DEMOLITION GENERAL NOTESA. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN.D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE.F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED.G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS.DEMOLITION PLAN LEGENDCONCRETE SLAB TO BE REMOVED FOR NEW PENETRATIONRAISED FLOOR SYSTEM TO BE REMOVEDREMOVAL AND REINSTALLATION OF CEILING AS NOTEDWALL TO REMAINWALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.DOOR AND FRAME TO BE DEMOLISHED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018 DEMOLITION KEYNOTES1.09 REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO MATCH EXISTING1.18 EXISTING KITCHENETTE TO REMAIN1.19 EXISTING FIRE EXTINGUISHER TO REMAIN1.20 REMOVE EXISTING LETTERS. PATCH WALL1.22 REMOVE EXISTING MILLWORK PARTITION. PATCH FLOOR1.23 REMOVE COLUMN. PATCH CEILING1.24 REMOVE SHAFT WALL.1.25 REMOVE DOOR AND FRAME. EXPAND OPENING.1.26 REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL.1 11/30/18 ISSUED FOR CONSTRUCTION
UPUPUPMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U1819202124252326911121410' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0"10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-20' - 3 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-15' - 2 1/2" +-9' - 5" +-16' - 9" +-9' - 5" +-12' - 2 1/2" +-20' - 0" +-20' - 3 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-S1R14AQ1225.123.126.115' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +-1.141.14REMOVE CEILING AT SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING.1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.011.011.08WORK AREA1.151.151.151.151.151.151.151.151.151.151.151.151.151.151.151.151.161.241.241.26DEMOLITION GENERAL NOTESA. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN.D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE.F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED.G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS.DEMOLITION PLAN LEGENDCONCRETE SLAB TO BE REMOVED FOR NEW PENETRATIONRAISED FLOOR SYSTEM TO BE REMOVEDREMOVAL AND REINSTALLATION OF CEILING AS NOTEDWALL TO REMAINWALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.DOOR AND FRAME TO BE DEMOLISHED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018 DEMOLITION KEYNOTES1.01 REMOVE RESILIENT FLOORING1.02 REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING1.08 REMOVE SINK1.14 REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING WALL FOR NEW DOOR SIZE. SEESCHEDULE1.15 REMOVE EXISTING WINDOW SILL. EXISTING ROLLER SHADE TO REMAIN.1.16 REMOVE AND REPLACE DOOR.1.24 REMOVE SHAFT WALL.1.26 REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL.1 11/30/18 ISSUED FOR CONSTRUCTION
UPUPUPUPUPUPMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U1819202124252326911121410' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +-4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0"20' - 0"20' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"S1R14AQ1225.123.126.115' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0"1.141.141.021.021.021.021.021.02REMOVE CEILING AT SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING.1.021.021.021.021.021.021.021.021.02WORK AREA1.161.151.151.151.151.151.151.151.151.151.081.241.26DEMOLITION GENERAL NOTESA. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN.D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE.F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED.G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS.DEMOLITION PLAN LEGENDCONCRETE SLAB TO BE REMOVED FOR NEW PENETRATIONRAISED FLOOR SYSTEM TO BE REMOVEDREMOVAL AND REINSTALLATION OF CEILING AS NOTEDWALL TO REMAINWALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.DOOR AND FRAME TO BE DEMOLISHED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018 DEMOLITION KEYNOTES1.02 REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING1.08 REMOVE SINK1.14 REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING WALL FOR NEW DOOR SIZE. SEESCHEDULE1.15 REMOVE EXISTING WINDOW SILL. EXISTING ROLLER SHADE TO REMAIN.1.16 REMOVE AND REPLACE DOOR.1.24 REMOVE SHAFT WALL.1.26 REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL.1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01
UPUPUPMLKJIHGFEDCN2233466QRS17U24252326R14A2220' - 3 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-15' - 2 1/2" +-9' - 5" +-16' - 9" +-9' - 5" +-12' - 2 1/2" +-20' - 0" +-20' - 0" +-20' - 0" +-23.126.115' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-5' - 0" +-15' - 0" +-20' - 0" +-5' - 3 1/8"10' - 0 3/8"1.10REMOVE AND PATCH EXISTING ROOF AS NEEDED FOR NEW STEEL DUNNAGE POSTS & MECHANICAL PENETRATIONS1.11ROOF PENETRATION FOR EXHAUST DUCTWORK. SEE MECHANICAL & STRUCTURAL DRAWINGS. COORDINATE W/ RIB LOCATIONTYP.SHAFTDEMOLITION GENERAL NOTESA. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN.D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE.F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED.G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS.DEMOLITION PLAN LEGENDCONCRETE SLAB TO BE REMOVED FOR NEW PENETRATIONRAISED FLOOR SYSTEM TO BE REMOVEDREMOVAL AND REINSTALLATION OF CEILING AS NOTEDWALL TO REMAINWALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.DOOR AND FRAME TO BE DEMOLISHED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018 DEMOLITION KEYNOTES1.10 REMOVE EXISTING PARTITION UP TO 3" BELOW EXISTING CEILING.1.11 NEW OPENING WITHIN EXTERIOR WALL.1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
UPMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U181920212425232691112144' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0"10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0"S1R14A225.123.126.1A4.00110 SF12913 SFB00UG38 SFB00TB72 SFB00UR79 SFB00JB129 SFB45138 SFB00UM118 SF138178 SFB00CD159 SF141238 SFB00SB280 SFB08240 SFB00SA301 SFB59320 SFB54320 SFB50320 SFB52320 SFB48320 SFB461359 SFB49384 SFB00UL425 SFB40A477 SFB56514 SFB06521 SFB40672 SFB53666 SFB55684 SFB57799 SFB02812 SFB781100 SFB14B00UN1093 SF1802332 SFB00CA51 SF182157 SF1831133 SFB011164 SFB051935 SFB40B82 SFB00EB14 SFB00UB14 SFB00UC45 SFB40CB00UP384 SFB00UH214 SFB00UE475 SFB00UF328 SFB00UD341 SFB14A159 SFB14C154 SFB14B1098 SFB11MECHANICALAHURO SKIDCA SKIDVAC SKIDCA SKIDCA SKIDSPSKIDWORK AREAPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/32" = 1'-0"20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION
UPUPUPMLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U1819202124252326911121410' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0"20' - 0"20' - 0"20' - 0"4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0"S14A225.123.126.1WORK AREA35 SF100CL79 SF100EB55 SF100CK60 SF167F77 SF13272 SF100CG80 SF100CJ95 SF100CE119 SF142A107 SF126111 SF155B125 SF100CF147 SF155A138 SF144142 SF165B164 SF145B141 SF120B156 SF148150 SF148A172 SF142140 SF100TA192 SF130225 SF100SB149 SF100CC245 SF100SA281 SF116286 SF114316 SF100CD363 SF102378 SF106391 SF104375 SF108414 SF115474 SF110490 SF124556 SF103560 SF105578 SF107385 SF100UC607 SF101403 SF146781 SF128856 SF145813 SF1201253 SF1652092 SF100CB100UA1277 SF100CA2796 SF155100JA100UB463 SF100CH42 SF100UF48 SF100CN14 SF100JC44 SF100CR155 SF100SC68 SF100EA69 SF100TC28 SF100JB15 SF100UD90 SF100TB18 SF145A40 SF100CM30 SF167G45 SF100TD73 SF100UR922 SF218A4.1012.01237 SF160619 SF158157 SF158B167 SF156158 SF152343 SF162566 SF170200 SF170A145 SF170B153 SF169125 SF168176 SF167A222 SF167B120 SF167C121 SF167D120 SF167E591 SF167Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/32" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES2.01 INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING.1 11/30/18 ISSUED FOR CONSTRUCTION
MLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U1819202124252326911121410' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"S1R14A225.123.126.1WORK AREA53 SF201B29 SF200SE79 SF200EB32 SF200SD33 SF255A28 SF255B97 SF226109 SF200CC181 SF201A135 SF200TA251 SF200SB252 SF200TB297 SF232297 SF214315 SF252315 SF250315 SF244315 SF254315 SF246315 SF256393 SF204396 SF215376 SF208380 SF212394 SF210349 SF202487 SF224485 SF222506 SF228356 SF201544 SF211556 SF203560 SF205562 SF209560 SF207681 SF2671341 SF2451101 SF200CB1917 SF25520 SF200UC163 SF200SC70 SF200EA15 SF200JC27 SF200JB22 SF200JA16 SF200UA15 SF200UB2692 SF200CA66 SF200UR93 SF206A261 SF206A4.201507 SF216810 SF218243 SF230106 SF230B101 SF230A315 SF2482.01654 SF269169 SF276B159 SF276C2294 SF276408 SF276D44 SF25869 SF200TC455 SF260133 SF260A115 SF276APayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/32" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES2.01 INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING.1 11/30/18 ISSUED FOR CONSTRUCTION
MLKJIHGFEDCBAN22113346677885QPRSTO1013151516161717U1819202124252326911121410' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0"4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0"S1R14A225.123.126.1WORK AREA77 SF300UR87 SF300JC100 SF345B100 SF345C99 SF345A108 SF318B104 SF300CC118 SF318179 SF342168 SF300SC137 SF300T40 SF300TA234 SF300SB242 SF300SA269 SF318A298 SF314347 SF352347 SF350347 SF354347 SF356347 SF348347 SF346347 SF340366 SF312352 SF306371 SF308394 SF310511 SF316530 SF305528 SF309572 SF303573 SF307579 SF301565 SF311692 SF343384 SF345752 SF3041092 SF300CB21 SF300JA79 SF300EB16 SF300UA15 SF300UB14 SF300UD68 SF300EA26 SF300JB19 SF300UC207 SF343AA4.301169 SF358347 SF344249 SF342A2.01743 SF3621601 SF367167 SF367F264 SF367E156 SF367D158 SF367C87 SF367A99 SF367B156 SF360Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/32" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES2.01 INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING.1 11/30/18 ISSUED FOR CONSTRUCTION
UPUPUPUPMLKJIHGFEDCBAN22113346677885QPRSO1013151516161717U1819202124252326R14A2270 SF403C91 SF400CA113 SF403B112 SF403D136 SF400UA104 SF400CC187 SF400SB200 SF403A412 SF400UC1131 SF403197 SF400SC57 SF400EA3623 SF4P0UA171 SF400SAA4.40110' - 10"15' - 5 1/2"13' - 10"6' - 2"15' - 0"20' - 0"20' - 0"60' - 0"20' - 0"20' - 0"4' - 0"19' - 0"20' - 0"5' - 0"15' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 3 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 2 1/2"9' - 5"16' - 9"9' - 5"12' - 2 1/2"20' - 0"20' - 3 1/2"10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0"572 SFLAB WRITE-UPWORK AREAWORK AREAEXHAUST FANSHAFTPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/32" = 1'-0"20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
22113346677885QPRSTOU94' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-4AQ1MECHANICALB2B2B00UA5.110' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +-WORK AREANEW MECHANICAL LOUVER & TUBE SUPPORTNEW STRUCTURAL POSTS4.28NEW AREAWAY. SLOPE SLAB TO DRAIN1A8.00NEW OPENINGS ABOVE FOR NEW DUCT PENETRATIONS. MAINTAIN 2HR FIRE RATING FOR HORIZONTAL SHAFT ENCLOSURE ABOVE.17' - 10" R.O.4.424.424.424.42B78B59B56B54B52B57B55B00UCB00UBB00CA4.424.424.424.424'-0"2'-4"1'-9"2'-3"2'-4"4'-0"2'-4"4'-4"2 1/2"9"1'-9"6'-8"10'-4"8'-3"4'-0"4'-0"1'-0"4 3/4"10'-4"1 1/4"10'-0"5'-5 1/2"1'-5"6'-0"4'-4"1'-1 3/4"19'-5"1'-4 3/4"3'-3"9'-7"VERIFY DIMENSIONS W/ EQUIPMENT SELECTIONVERIFY DIMENSIONS W/ EQUIPMENT SELECTIONVERIFY DIMENSIONS W/ EQUIPMENT SELECTION4.29INTERIOR FINISH LEGENDAFLOORRESINOUS FLOORING TYPE 1BASEWALLCEILINGBSEALED CONCRETE1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED2NO CEILING, PAINT EXPOSED STRUCTURE & MEP1ACOUSTICAL PANEL CEILING3BAFFLE CEILING2RUBBER BASECCARPET CPT-1 4 EXISTING TO REMAIN4GYPSUM BOARD CEILINGBHIGH PERFORMANCE PAINT3PORCELAIN TILE BASED PORCELAIN TILECHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOTE EXISTING TO REMAINDEXISTING TO REMAIN 5 EXISTING TO REMAINF MATCH EXISTINGG RESILIENT TILEH CARPET CPT-2ENLARGED PLANS GENERAL NOTESA. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS.B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY.C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS.D. COORDINATE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE PADS WITH EQUIPMENT PROVIDED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES4.28 FLOOR DRAIN.4.29 NEW WALL. PATCH AND PAINT TO MATCH EXISTING.4.42 NEW 6" CONCRETE HOUSEKEEPING PAD1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
22113346677885QPRSTOU94' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-S1R14AQ15.1LAB WRITE-UPC4D5162LAB WRITE-UPC4D5160LAB WRITE-UPC4D5158OFFICEE4D5158BLAB WRITE-UPE4D5170LAB WRITE-UPE4D5170ALAB WRITE-UPE4D5170BLAB WRITE-UPE4D5169OFFICEE4D5168OFFICEE4D5167ACONFERENCEROOME4D5167BOFFICEE4D5167COFFICEE4D5167DOFFICEE4D5167E10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +-WORK AREAOFFICEE4D5156OFFICEE4D51524.29P3COLLABORATIONE4D51674.144.14J1J1J14.144.29170A165165B100CJ167F 167G100SA100CA100UB100UA100JA158BA4.214.294.29100AEQ6'-0"EQJ110'-3"NEW GYPSUM BOARD PARTITION W/ WOOD TRIM SIMILAR TO EXISTING CORRIDOR4.144'-6"INTERIOR FINISH LEGENDAFLOORRESINOUS FLOORING TYPE 1BASEWALLCEILINGBSEALED CONCRETE1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED2NO CEILING, PAINT EXPOSED STRUCTURE & MEP1ACOUSTICAL PANEL CEILING3BAFFLE CEILING2RUBBER BASECCARPET CPT-1 4 EXISTING TO REMAIN4GYPSUM BOARD CEILINGBHIGH PERFORMANCE PAINT3PORCELAIN TILE BASED PORCELAIN TILECHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOTE EXISTING TO REMAINDEXISTING TO REMAIN 5 EXISTING TO REMAINF MATCH EXISTINGG RESILIENT TILEH CARPET CPT-2Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES4.14 WHITE BOARD & TACKBOARD WALL COVERING.4.21 REMOVE DOOR AND FRAME. EXPAND OPENING.4.29 NEW WALL. PATCH AND PAINT TO MATCH EXISTING.1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
22113346677885QPRSTOUU94' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-10'-10" +- 15'-5 1/2" +- 20'-0" +- 15'-0" +- 20'-0" +-20'-0" +-S1R14AQ15.1TISSUECULTURE(MAMMALIAN)A1A1276BTISSUECULTURE(BACTERIAL)A1A1276CGLASSWASHA1B1276ALAB WRITE-UPH2A3260LAB WRITE-UPH2A3269OPENRESEARCHLABA1A2276A5.2021EQ-RY-26EQ-RY-15EQ-RY-29EQ-RY-28EQ-RY-19EQ-RY-38EQ-RY-39EQ-RY-30EQ-RY-31EQ-RY-13EQ-RY-20EQ-RY-01EQ-RY-02EQ-RY-49EQ-RY-07EQ-CA-39EQ-RY-22EQ-CA-29EQ-RY-50EQ-RY-46EQ-CA-43iCVD ROOMA1A1276DEQ-CA-34EQ-RY-25EQ-RY-47EQ-RY-14EQ-RY-44EQ-CA-38EQ-CA-19EQ-CA-27EQ-CA-40EQ-CA-08EQ-CA-05EQ-CA-06EQ-CA-07EQ-CA-01EQ-CA-02EQ-CA-03EQ-CA-04EQ-CA-23EQ-CA-09EQ-RY-17EQ-RY-33EQ-RY-37EQ-CA-31EQ-CA-26EQ-CA-25EQ-CA-22EQ-CA-21EQ-CA-13EQ-CA-11EQ-CA-12EQ-CA-10EQ-RY-12EQ-RY-41EQ-RY-36EQ-CA-44EQ-CA-32EQ-CA-28WORK AREAEQ-CA-18EQ-CA-14EQ-CA-15EQ-CA-17EQ-CA-16EQ-CA-24EQ-CA-46EQ-CA-47EQ-CA-45P3P3A9.203EQ-CA-33EQ-RY-10• V• N2EQ-RY-09EQ-RY-06EQ-RY-03EQ-RY-04EQ-RY-05EQ-CA-374.014.114.114.114.134.224.224.224.224.264.024.024.024.024.024.024.024.224.274.274.284.284.044.04EQ-CA-20EQ-RY-21EQ-RY-16EQ-RY-32EQ-RY-27PLUMBING200UBELECTRICAL200UA4.054.144.144.174.174.184.174.164.31B1B2LB1LK1K1LLK4.22ACCESSIBLERESTROOMD3C1200TCL4.304.304.304.304.304.304.304.304.304.304.304.344.344.344.18B1B2EXISTING FLOORING4.384.384.394.17B2SHAFTCARDREADERCARDREADERCARDREADERCARDREADERCARDREADER• V• CA• V• CA• V• N2• CA• CO2• CO2• V• CAK• CO2EQ-CA-36EQ-CA-41• V• CA• N2• V• CA• N2• N2• N24.194.19A5.2034A5.23213A5.212134• NGWater Bath4.19A5.248675A5.23567A5.221423A5.221011129A5.225786B24.27A5.24434.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.07• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N24.074.074.07A5.2213141516214• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2B1K1B3K1B1AB2• V• CA• N2• V• CA• N24.254.254.258' - 8 1/2"• V• CA• N2• V• CA• N2• V• CA• N29' - 7"2' - 7"5' - 8"9' - 1"NEW RESILIENT FLOORINGEXISTING FLOORINGNEW RESILIENT FLOORING4.414.254.07260A276DA276AA276CA200UAA200UBA256254252267200CA255276A• V• CA• N2• NG• CA• V• N2BELOW269A200TCA269B276BA260B9" ±12' - 1"5' - 5 3/4"1' - 3"5 1/4" ±A5.2154.284.074.074.074.074.074.074.074.075' - 2 3/4"5' - 2"4' - 10"• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N24.074.104.108' - 9"7' - 7 1/4"10' - 3"10' - 3"10' - 3"10' - 0"10' - 0"9' - 7 1/4"• N24.31276DB4.141' - 1 3/8"6' - 5"4 7/8"CO2 CLOSET200JA9' - 9 3/8"10' - 0"10' - 0"2' - 7"4 7/8"10' - 0"4 7/8"LBA5.231089COMMON AREAG2A2260AEQ-RY-404 7/8"11' - 7 3/8"11' - 6 1/4"11' - 6 1/4"5 1/4" ±6"18' - 7 1/4"5"7'-6 1/2"5"10'-6 1/2"4"1'-9"6'-5"4 1/4" ±9' - 11"9' - 10"10' - 4"4 7/8"14'-9 1/4"7 3/4" ±6"7 1/4"11'-2 1/4"3'-8 1/2"7'-6 1/4"5"7 1/4"7 1/4"5'-0"4 1/4" ±1'-3"14'-5 1/4"5"5"10 3/4" ±LBLLLBBBBBB2BBB1ABBBBBBK4.434.434.434.434.434.14LINE OF SOFFIT ABOVE4.334.444.40ADJ. HEIGHT9A9.11A9.019TYPA9.019TYPTYP.TYP.LLTYP.LTYP.SHAFT4.054.45• O• AR• O• AR• O• AR4.464.464.464.464.464.464.344.344.054.054.114.114.114.116'-0" ±200JAAK1B1INTERIOR FINISH LEGENDAFLOORRESINOUS FLOORING TYPE 1BASEWALLCEILINGB SEALED CONCRETE1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED2NO CEILING, PAINT EXPOSED STRUCTURE & MEP1ACOUSTICAL PANEL CEILING3 BAFFLE CEILING2RUBBER BASECCARPET CPT-1 4 EXISTING TO REMAIN4GYPSUM BOARD CEILINGBHIGH PERFORMANCE PAINT3PORCELAIN TILE BASED PORCELAIN TILECHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOTE EXISTING TO REMAINDEXISTING TO REMAIN 5 EXISTING TO REMAINF MATCH EXISTINGG RESILIENT TILEH CARPET CPT-2ENLARGED PLANS GENERAL NOTESA. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS.B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY.C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES4.33 EPOXY COUNTER, WOOD BASE CABINETS BELOW.4.34 EPOXY COUNTER, WOOD BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVESABOVE, TOP SHELF WITH INTEGRAL LED TASK LIGHT.4.38 6' BIOSAFETY CABINET. OWNER FURNISHED, CONTRACTOR INSTALLED.4.39 4' BIOSAFETY CABINET. OWNER FURNISHED, CONTRACTOR INSTALLED.4.40 6' ADJUSTABLE HEIGHT FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILEACID & FLAMMABLE STORAGE BELOW.4.41 1-HR FIRE-RATED INTERIOR GLAZING SYSTEM.4.43 CORNER GUARD TRIM. SEE DETAIL 5/A9.014.44 MOVABLE WOOD CABINET WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20.4.45 CO2 CYLINDER GAS MANIFOLDS AND CYLINDER RESTRAINTS.4.46 PROVIDE GLASS VISION PANEL AT SIDE OF FUME HOOD. FLOOR PLAN KEYNOTES4.01 AUTOCLAVE.4.02 6' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGEBELOW.4.04 SAFETY STATION.4.05 SNORKEL EXHAUST.4.07 LABORATORY CASEWORK TABLE WITH EPOXY COUNTER. SEE DETAILS 4 &5/A9.20.4.10 FREESTANDING METAL CASEWORK WITH UPPER WOOD SHELVES. FRAME HUNGEWOOD CABINETS. PROVIDE EXTENDED TOP SHELF FOR INTEGRAL LED TASKLIGHT. SEE DETAIL 3/A9.204.11 FULL HEIGHT WOOD CABINETS WITH GLASS FRONTS.4.13 LABORATORY ICE MACHINE W/ RODI.4.14 WHITE BOARD & TACKBOARD WALL COVERING.4.16 ACOUSTIC PANEL WALL COVERING.4.17 EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASECABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/INTEGRAL LED TASK LIGHT.4.18 ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH,WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELFW/ INTEGRAL LED TASK LIGHT.4.19 LAB COAT HOOKS.4.22 GAS CYLINDERS WITH CYLINDER RESTRAINTS.4.25 WOOD PANELS.4.26 UNDERCOUNTER LAB DISHWASHER.4.27 RECESSED FIRE EXTINGUISHER CABINET. SEE DETAIL 4/A9.11.4.28 FLOOR DRAIN.4.30 NEW SOLID SURFACE WINDOW SILL.4.31 15" DEEP STORAGE CABINET. EPOXY COUNTERTOP INTEGRAL WITH EPOXYWINDOW SILL.1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 01/07/19 ADDENDUM 02
22113346677885QPRSTOUU910'-10" +- 15'-5 1/2" +-25'-0" +-4'-0" +- 19'-0" +-20'-0" +-20'-0" +-19'-0" +- 1'-0" +-S1R14AQ1RESEARCHLABA1A2367LIGHTSCATTERINGA1A1367BSUPPORT 1A1A1367DLAB WRITE-UPH2A3362E-BEAMDEPOSITIONROOMA1A1367FA5.3021EQ-NA-10EQ-NA-16EQ-NA-15EQ-NA-14EQ-NA-05SUPPORT 2A1A1367CEQ-NA-01EQ-NA-03EQ-NA-06EQ-NA-11EQ-NA-12EQ-NA-13EQ-NA-18EQ-NA-20EQ-NA-21EQ-NA-22EQ-NA-32EQ-NA-33EQ-NA-34EQ-NA-36EQ-NA-37EQ-NA-38EQ-NA-40EQ-NA-42EQ-NA-42EQ-NA-42EQ-NA-49EQ-NA-50EQ-NA-16EQ-NA-16VentilatedEnclosure,NICVentilatedEnclosure,NICEQ-NA-14EQ-NA-23EQ-NA-24EQ-NA-26FLUORESCENCEMICROSCOPEA1A1367ALABEQUIPMENTA1A1367EWORK AREAEQ-NA-48EQ-NA-47EQ-NA-46EQ-NA-43EQ-NA-43EQ-NA-44EQ-NA-45EQ-NA-0410'-10" +- 15'-5 1/2" +- 20'-0" +- 15'-0" +- 20'-0" +-20'-0" +- 12'-0" +-ELECTRICAL300UAPLUMBING300UBSTAIRS300SACBBB2B2KKP3B1K1K1B1LB1LL10'-0" +- 20'-0" +-20'-0" +-4.034.124.024.274.274.284.284.044.04L4.224.304.304.304.304.304.304.304.304.304.304.334.34B4.164.164.344.344.344.344.344.414.174.18B1B1K1LC4.344.25A9.203SIM.7A9.11EXISTING ROOFSHAFTCARDREADERCARD READER4.40• N2• CA• N2EQ-NA-02EQ-NA-07EQ-NA-09EQ-NA-08EQ-NA-19EQ-NA-4111' - 7 1/8"7 1/4"2' - 7"17' - 0 1/8"6" ±30' - 0"43A5.3143A5.3121A5.332A5.3156A5.3245A5.32314.19CONFERENCEROOMC2A33604.24• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N24.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.104.108' - 2 5/16"10' - 0"10' - 9 13/16"10' - 9 15/16"10' - 0"10' - 0"11' - 8"62A5.32A5.32107891A5.3110983' - 0"6' - 1 5/8"6' - 5 7/8"5' - 3"7 1/4"27' - 1 3/4"4' - 1 3/8"7' - 0"4 7/8"7' - 3 7/8"4' - 9 1/8"5' - 0 1/8"11' - 11 5/8"2' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 6"4 7/8"9' - 3 1/8" ±9' - 11 1/2"4 7/8"9' - 6"4 7/8"7B1B1BB1K1K14.144.144.144.14TV 80"4.254.41• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2367B300UBA300UAA358 356354352367A360A367FA4.104.1211• V• CA• N2A5.33345• V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2• V• CA20'-3 3/4"7' - 6 1/2"4' - 2"5' - 0"4 7/8"14' - 3 7/8"3' - 3 7/8"13' - 4"11' - 0 1/4"4 1/4" ±26' - 11 1/4" ±4 1/4"362A4 7/8"6"A4 1/4" ±15' - 2"7A9.114.17SHAFTP36" ±5 1/2"5 1/2"1' - 0 1/2"12' - 2 5/8"4 7/8"4 7/8"15' - 2 5/8"4 7/8"8' - 3"4 7/8"5' - 9 5/8"3' - 4"10 7/8"5" ±BBBBBLKK4.434.434.434.434.444.33ADJ. HEIGHTEXPANDABLE ACOUSTIC CLOSURE PANEL TO GLASS9A9.11A9.019TYPA9.019TYPA9.019TYP4.14CARD READERB1B1IDFE4A5355LINE OF SOFFIT ABOVE5' - 5 7/8"4 7/8"6' - 4"367BA367AA4.434.434.074.074.434.364.36300JAAK1B1B1EXPANDABLE ACOUSTIC CLOSURE PANEL TO MULLIONA9.1111INTERIOR FINISH LEGENDAFLOORRESINOUS FLOORING TYPE 1BASEWALLCEILINGBSEALED CONCRETE1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED2NO CEILING, PAINT EXPOSED STRUCTURE & MEP1ACOUSTICAL PANEL CEILING3 BAFFLE CEILING2RUBBER BASECCARPET CPT-1 4 EXISTING TO REMAIN4GYPSUM BOARD CEILINGBHIGH PERFORMANCE PAINT3PORCELAIN TILE BASED PORCELAIN TILECHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOTE EXISTING TO REMAINDEXISTING TO REMAIN 5 EXISTING TO REMAINF MATCH EXISTINGG RESILIENT TILEH CARPET CPT-2ENLARGED PLANS GENERAL NOTESA. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS.B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY.C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/2018 FLOOR PLAN KEYNOTES4.02 6' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW.4.03 4' FUME HOOD W/ CUP SINK. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW.4.04 SAFETY STATION.4.07 LABORATORY CASEWORK TABLE WITH EPOXY COUNTER. SEE DETAILS 4 & 5/A9.20.4.10 FREESTANDING METAL CASEWORK WITH UPPER WOOD SHELVES. FRAME HUNGE WOOD CABINETS. PROVIDE EXTENDEDTOP SHELF FOR INTEGRAL LED TASK LIGHT. SEE DETAIL 3/A9.204.12 6' FUME HOOD W/ CUP SINK. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW.4.14 WHITE BOARD & TACKBOARD WALL COVERING.4.16 ACOUSTIC PANEL WALL COVERING.4.17 EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOODSHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT.4.18 ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW,ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT.4.19 LAB COAT HOOKS.4.22 GAS CYLINDERS WITH CYLINDER RESTRAINTS.4.24 FUTURE FUME HOOD. PROVIDE OVERHEAD HVAC FOR FUTURE HOOK-UP.4.25 WOOD PANELS.4.27 RECESSED FIRE EXTINGUISHER CABINET. SEE DETAIL 4/A9.11.4.28 FLOOR DRAIN.4.30 NEW SOLID SURFACE WINDOW SILL.4.33 EPOXY COUNTER, WOOD BASE CABINETS BELOW.4.34 EPOXY COUNTER, WOOD BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF WITH INTEGRAL LEDTASK LIGHT.4.36 LIGHT TIGHT DOOR GASKETING.4.40 6' ADJUSTABLE HEIGHT FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILE ACID & FLAMMABLE STORAGE BELOW.4.41 1-HR FIRE-RATED INTERIOR GLAZING SYSTEM.4.43 CORNER GUARD TRIM. SEE DETAIL 5/A9.014.44 MOVABLE WOOD CABINET WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20.1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 01/07/19 ADDENDUM 02
UPUPUP22113346677885QPRSTOU94AQ110' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-10' - 10" +-15' - 5 1/2" +-25' - 0" +-1A8.20MECHANICAL UNITPERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH4' - 0" +-18' - 2" +-10" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +-101.00°EXISTING ROOF TO REMAINNEW ROOF WALKWAY PADSPERFORATED ALUMINUM SCREEN W/ CUSTOM FINISHPATCH EXISTING ROOF AT ALL STEEL TUBE POST CONNECTIONS TO EXISTING ROOF.PATCH EXISTING ROOF AT ALL MECHANICAL PENETRATIONS.NEW OPENING AT EXISTING MASONRY WALL. PROVIDE STEEL LINTEL AND SEAL PENETRATION.400UCGALVANIZED METAL GRATE CATWALK.GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL.9'-3"11'-7"14'-9"2'-6"1'-3"2'-6"2'-6"12'-0"15'-0"3'-0"18'-7"2'-6"169.00°30'-0"13'-5"A8.208A8.207TYPA8.206TYPA8.204ROOF GENERAL NOTESA. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS.B. EXISTING ROOFING TO BE REMOVED AND PATCHED / REPAIRED AS NEEDED FOR STRUCTURAL SUPPORTS OR MECHANICAL AND ELECTRICAL PENETRATIONS.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION
2134RSTUR14ACONFERENCEROOM167BCOLLABORATION167OFFICE167AOFFICE168OFFICE167COFFICE167DOFFICE167EP3P3P36"2'-11"3'-2 1/2"2134RSTUR14AOPEN RESEARCHLAB276GLASSWASH276ATISSUE CULTURE(MAMMALIAN)276BTISSUE CULTURE(BACTERIAL)276CCO2 CLOSET200JAEQ-CA-19P3P3EQ-CA-22P39 1/2"2'-7 3/4"3'-2 1/2"LAB BENCH 27" DEEP2134RSTUR14AE-BEAMDEPOSITION ROOM367FLAB EQUIPMENT367ERESEARCH LAB367EQ-NA-10P3P33'-5 1/4"3'-2 1/2"6" ±ENLARGED PLANS GENERAL NOTESA. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS.B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"20758.0001/05/191 01/07/19 ADDENDUM 02SCALE: 1/4" = 1'-0"1LEVEL 1 - ALTERNATE LAYOUTSCALE: 1/4" = 1'-0"2LEVEL 2 - ALTERNATE LAYOUTSCALE: 1/4" = 1'-0"3LEVEL 3 - ALTERNATE LAYOUTNARRATIVEArchitectural / Structural Impact:The proposed shaft in Alternate 01 is a provision for future fume hood use in the Basement. The shaft is for exhaust of those hoods and must be continuous from the Basement to the roof. It is designed to work with existing structural members to avoid penetrating structural beams and ribs. New openings in the existing concrete slabs are required at the roof, Level 3, Level 2, and Level 1. The shaft location was selected based on known structural layouts, limiting impact to existing and Phase 1 program spaces, and avoidance of existing mechanical and electrical equipment which would be costly and time-consuming to relocate. New 2-hr fire rated shaft walls will be required around the interior sides of this shaft. The shaft requires some rework of the Phase 1 lab spaces on Levels 2 and 3, while still maintaining the desired program, and it reduces the size of an existing conference room on Level 1. On Level 2, it reduces the spacing between benches and would necessitate shallower benches at the east end of the open lab in order to maintain adequate walking space around benches and fume hoods. On Level 3, the E-Beam Deposition room 367F is reorganized but still contains the desired equipment. The impact on the Basement floor plan is minimal with only headroom needed for exhaust ductwork. On the roof, the exhaust ductwork would penetrate an open roof area and be connected over to the planned, Phase 1 exhaust fan equipment. Capacity:The new shaft down to the basement provides inside clear dimensions of approximately 1’-7” x 2’-5” (3.8sf). This can accommodate a 1500 CFM exhaust duct. The new exhaust duct would tie in to the Phase 1 exhaust fan system (EF-A.1 & EF-A.2) on the roof and then run down to the basement via the new shaft. A new supply air duct sized for 1500 CFM would connect to AHU-A in the basement. The supply duct would be installed in the future and is not part of the scope of this alternate. If the 1500 CFM capacity for supply and exhaust is used in the basement it will take away some of the capacity for future fume hoods and snorkels that was planned for levels 2 and 3. The area / quantity and program of the lab spaces in the basement would be constrained by the available CFM. To provide 8 ACH with 1500 CFM, the lab can be no larger than 1125 SF (with 10FT ceiling height). Within that lab, 1500 CFM could accommodate approximately (1) fume hood at 100 FPM face velocity (850 CFM exhaust) and (3) snorkels (200 CFM/each). If fume hood face velocity or snorkel flow rate were allowed to reduce, additional hoods or snorkels may be possible. Please also refer to the Memorandum provided by Vanderweil “Cornel Olin Hall Phase 1 –Basement Alternate MEP Narrative” dated 11/14/18. Impact to coordination and current MEP/F design:This option would require re-work of the E-Beam Deposition room HVAC layout on level 3. Supply ductwork, diffusers and piping would need to be shifted away from corner to accommodate new shaft. The layout of this room is very tight and the new layout may require the grid to be shifted and/or impact ceiling height. On level 2, the main supply air duct would need to be off-set via a 45 deg transition to avoid the new shaft in the corner. Nearest supply VAV may need to shift for new main routing. This option would require rework of plumbing piping in the E-Beam Deposition room to avoid new shaft location.
QRSOU8' - 6"12'-10"9'-7 1/4"10'-0"10'-0"10'-3"10'-3"10'-3"8'-9 3/4"SLOTTED METAL CHANNEL SUPPORT SYSTEM1'-1"QRSOUHORIZONTAL GLASS SLIDING DOORSHORIZONTAL GLASS SLIDING DOORS8' - 0"ADJUSTABLE WOOD SHELVES, TYP.SST SAFETY STATION HANDPULL11'-4"B.O.B.SST SAFETY STATION HANDPULLMARKERBOARDPURE WATER TAP, TYP.10"2' - 10"7' - 0" TYP.EPOXY BACKSPLASH7"3' - 1"EPOXY PEGBOARD & DRIP TRAYPAPER TOWEL DISPENSER, OFOI8' - 6" TYP.4"7"3' - 1"6"4"6"4"6"4"UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP.4' - 0" TYP.2' - 9"1' - 3"1' - 2"2' - 9"1' - 3"2' - 6"1' - 0"2' - 9"1' - 3"1' - 2"8' - 6" TYP.OPEN BEYONDOPEN BEYONDOPEN BEYOND5' - 0"EQEQ6' - 0"1' - 0"BASE2A9.223A9.223A9.22BASE CABINET W/ INTEGRAL TOE KICK TO ALLOW FOR WHEELCHAIR ACCESS2A9.211A9.212A9.211A9.212A9.211A9.21MARKERBOARD5"4"1'-6"7"4'-6"5"4"3'-7"3'-8"21312'-1"V.I.F.BOTTOM OF BEAM BEYOND11' - 4"WOOD PANEL8' - 6"2' - 0"ALUMINUM ELECTRICAL RACEWAYACOUSTIC WALL PANELS3' - 10"4'-0"CARD READERSLOTTED METAL CHANNEL SUPPORT SYSTEM213HINGED WOOD PANEL FOR ELECTRICAL PANEL ACCESS BEHINDWOOD PANELLAB COAT HOOKS6' - 3"2' - 9"2' - 9"7"6' - 0"2A9.111A9.11BASE, TYP.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 2 - OPEN LAB NORTH ELEVATIONSCALE: 3/8" = 1'-0"2LEVEL 2 - OPEN LAB SOUTH ELEVATIONSCALE: 3/8" = 1'-0"4LEVEL 2 - LAB ENTRY EASTSCALE: 3/8" = 1'-0"3LEVEL 2 - LAB ENTRY WEST1 11/30/18 ISSUED FOR CONSTRUCTION
213468' - 6"HORIZONTAL GLASS SLIDING DOOR8' - 6"3' - 1"BASE, TYP.EQEQSLOTTED METAL CHANNEL & STRAP CYLINDER RESTRAINTS TO BENCH21346WOOD PANELLAB COAT HOOKSADJUSTABLE SHELVING8' - 6"1' - 0"BASE, TYP.ALIGNEPOXY COUNTER W/ 4" EPOXY BACKSPLASH3' - 4"1' - 1"3' - 3 3/4"4' - 0"EQEQ5' - 0"1' - 6"2' - 0"7' - 0"BACKSPLASH RETURN AT WINDOWS, TYP.3' - 11"3' - 4"2' - 5 1/2"2' - 5 1/2"2' - 6"2' - 6"2' - 6"2' - 6"3' - 0"3' - 0"3' - 6"3' - 0"3' - 0"2' - 6"2' - 6"2' - 6"2' - 6"U3' - 5"3' - 1"7"3' - 0"3' - 0"OPEN BEYONDPAPER TOWEL DISPENSER, OFOIBASEEPOXY BACKSPLASH1' - 9"1' - 6"2' - 9"1"1A9.214"7"4"11"5"3' - 8"2A9.21SU3' - 0"6' - 0"3' - 0"10"4"3' - 10"1' - 0"1' - 0"10"4"3' - 5"3' - 1"464A3' - 5"3' - 1"9"8' - 10"9"4 3/4"1' - 0"7' - 10 1/16"9"5"11 1/2"8' - 10"9' - 11 3/4"10' - 0"9"BASE, TYP.9"9"9"9"Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 2 - EQUIPMENT CORRIDOR WESTSCALE: 3/8" = 1'-0"2LEVEL 2 - EQUIPMENT CORRIDOR EASTSCALE: 3/8" = 1'-0"3LEVEL 2 - EQUIPMENT CORRIDOR NORTHSCALE: 3/8" = 1'-0"4LEVEL 2 - EQUIPMENT CORRIDOR SOUTHSCALE: 3/8" = 1'-0"5LEVEL 2 - EQUIPMENT SERVICE WALL1 11/30/18 ISSUED FOR CONSTRUCTION
3UPPER SHELF W/ INTEGRAL LIGHTLAB ICE MACHINE3' - 0"3' - 0"3' - 0"UPPER WOOD SHELF W/ INTEGRAL LIGHTLAB DISHWASHERAUTOCLAVE3' - 1"7"EPOXY PEGBOARDEPOXY BACKSPLASH2' - 10"2' - 9"PURE WATER TAP6"4"4"EQEQ1'-6"4'-1"1'-6"4"5'-1 1/2"1A9.212A9.213AUTOCLAVE311"3' - 1"1' - 6"8' - 0"5' - 0"BIOSAFETY CABINET2'-7"2'-5"1'-3"1'-1"8"8"2'-8"7"2'-1"1A9.21RR32' - 9"1' - 9"1' - 6"2' - 9"1' - 3"2' - 9"1' - 0"3' - 1"7"4"EPOXY BACKSPLASH, TYP.4"6"1'-7"6"10"6"2'-0"3'-9"6"1A9.212A9.211A9.2137"3' - 1"1' - 6"2' - 9"1' - 3"1' - 0"1' - 6"7' - 0"4' - 0" TYP.OPEN ADJUSTABLE SHELVING5' - 0"4"6"6"1' - 6"2A9.211A9.216 1/4"2'-3"2'-4"6"10"EQEQEQEQ4"BASE, TYP.SSEQEQ1'-6"3BIOSAFETY CABINET, OFCI1' - 6"12" ADJUSTABLE WOOD SHELVINGBIOSAFETY CABINET, OFCIMOVABLE CABINET W/ EPOXY TOP8' - 0"5' - 0"4' - 0"1' - 2"5' - 6"6"6"3' - 1"6A9.2035' - 0"1' - 0"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"2' - 6"10"7"3' - 1"6"4"EPOXY BACKSPLASHEQEQ6 1/4"9"2'-1"5"2'-4"10"1'-3"5"1'-3"1'-5"7"2'-0"OPEN1A9.212' - 6"4' - 0"WALL MOUNTED CYLINDER RESTRAINTS3FUME HOOD3' - 1"7"EPOXY BACKSPLASH1' - 9"4"8 1/2"QPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 2 - GLASSWASH EAST VIEWSCALE: 3/8" = 1'-0"2LEVEL 2 - GLASSWASH NORTH VIEWSCALE: 3/8" = 1'-0"3LEVEL 2 - GLASSWASH SOUTH VIEWSCALE: 3/8" = 1'-0"4LEVEL 2 - GLASSWASH WEST VIEWSCALE: 3/8" = 1'-0"5LEVEL 2 - BACTERIAL TISSUE CULTURE EAST VIEWSCALE: 3/8" = 1'-0"6LEVEL 2 - BACTERIAL TISSUE CULTURE NORTH VIEWSCALE: 3/8" = 1'-0"7LEVEL 2 - BACTERIAL TISSUE CULTURE SOUTH VIEWSCALE: 3/8" = 1'-0"8LEVEL 2 - BACTERIAL TISSUE CULTURE WEST VIEWSCALE: 3/8" = 1'-0"10LEVEL 2 - MAMMALIAN TISSUE CULTURE EAST VIEWSCALE: 3/8" = 1'-0"9LEVEL 2 - MAMMALIAN TISSUE CULTURE NORTH VIEWSCALE: 3/8" = 1'-0"11LEVEL 2 - MAMMALIAN TISSUE CULTURE SOUTH VIEWSCALE: 3/8" = 1'-0"12LEVEL 2 - MAMMALIAN TISSUE CULTURE WEST VIEWSCALE: 3/8" = 1'-0"13LEVEL 2 - iCVD ROOM EAST VIEWSCALE: 3/8" = 1'-0"14LEVEL 2 - iCVD ROOM SOUTH VIEWSCALE: 3/8" = 1'-0"15LEVEL 2 - iCVD ROOM WEST VIEWSCALE: 3/8" = 1'-0"16LEVEL 2 - iCVD ROOM NORTH VIEW1 11/30/18 ISSUED FOR CONSTRUCTION
WOOD BAFFLE CEILINGOEQEQEQEQEQ13' - 9"6' - 0"1' - 0"WHITEBOARDTACKBOARD8' - 6"3'-10"CARD READER6"O58' - 6"3OPEN BEYOND8' - 6"2' - 6"10"7"3' - 1"EPOXY BACKSPLASH1' - 9"1' - 3"2' - 9"1' - 3"2' - 9"1' - 3"2' - 9"2'-3"4'-4"5"1'-1"6"9"9"4"OXYGEN & ARGON PIPED FROM ADJACENT CYLINDER LOCATION1A9.2131' - 0"WOOD PANELLAB COAT HOOKSALIGN3' - 4"2'-10"8'-4"1'-6"O8' - 6"2'-10"1'-6"3'-0"2'-11"3'-0"MIRRORSOAP DISPENSERPAPER TOWEL DISPENSERWALL MOUNTED LIGHT52'-10"3'-0"PAPER TOWEL DISPENSER51'-7 3/4"9"7"4'-0"6"SANITARY NAPKIN DISPOSALTOILET PAPER DISPENSERTILEPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"4LEVEL 2 - LAB WRITE-UP (YANG) EAST VIEWSCALE: 3/8" = 1'-0"5LEVEL 2 - LAB WRITE-UP (YANG) NORTH VIEWSCALE: 3/8" = 1'-0"6LEVEL 2 - LAB WRITE-UP (YANG) SOUTH VIEWSCALE: 3/8" = 1'-0"7LEVEL 2 - LAB WRITE-UP (YANG) WEST VIEWSCALE: 3/8" = 1'-0"1LEVEL 2 - LAB CORRIDOR EASTSCALE: 3/8" = 1'-0"2LEVEL 2 - LAB CORRIDOR WESTSCALE: 3/8" = 1'-0"3LEVEL 2 - LAB CORRIDOR SOUTHSCALE: 3/8" = 1'-0"10LEVEL 2 - RESTROOM NORTH VIEWSCALE: 3/8" = 1'-0"9LEVEL 2 - RESTROOM EAST VIEWSCALE: 3/8" = 1'-0"8LEVEL 2 - RESTROOM WEST VIEW1 11/30/18 ISSUED FOR CONSTRUCTION
674A8' - 6"GYPSUM BOARDCARD READER6'-8"4"3'-10"6"4'-6 1/2"4'-6 1/2"4'-6 1/2"BASE, TYP.PAINTED ALUMINUM PICTURE RAIL10A9.11RWOOD PANELCARD READER1' - 0"BASE3'-10"2'-1"6'-7"RGLASS TILE BACKSPLASH2'-6"1'-3"1'-3"1'-3"5'-8"2'-10"6TACKBOARDWHITEBOARDBASE, TYP.1' - 1"EQEQEQ10A9.11US1R18' - 6"SUR16' - 0"1' - 0"MARKERBOARD10' - 8"TACKBOARD8' - 6"5'-3"5'-3"CARD READER3'-10"6"EQEQEQEQ1'-6"6Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 2 - COMMON AREA EASTSCALE: 3/8" = 1'-0"2LEVEL 2 - COMMON AREA NORTHSCALE: 3/8" = 1'-0"3LEVEL 2 - COMMON AREA SOUTHSCALE: 3/8" = 1'-0"4LEVEL 2 - COMMON AREA WESTSCALE: 3/8" = 1'-0"5LEVEL 2 - LAB WRITE-UP (ALABI) WEST VIEWSCALE: 3/8" = 1'-0"7LEVEL 2 - LAB WRITE-UP (ALABI) SOUTH VIEWSCALE: 3/8" = 1'-0"8LEVEL 2 - LAB WRITE-UP (ALABI) NORTH VIEWSCALE: 3/8" = 1'-0"6LEVEL 2 - LAB WRITE-UP (ALABI) EAST VIEW1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 01/07/19 ADDENDUM 02
346711' 4"B.O.B.9' - 2"8' - 4"10'-0"10'-0"10'-10"10'-9 3/4"10'-0"10'-11 1/4"34678ADJUSTABLE WOOD SHELVES, TYP.UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP.WOOD BASE CABINETS, TYP.8' - 0"8' - 0"4"3' - 1"7"2' - 6"4"4"6"OPEN BEYOND1'-0 3/4"1'-6"1'-3"2'-9"1'-4"1'-9"2'-6"2'-6"2'-6"2'-6"1'-6"1'-3"2'-9"2'-0"1'-0"1'-3"2'-0"5"4'-2"2'-0"5"2'-0"5"1'-0"4"4"6"4"2'-10"2A9.211A9.211A9.212A9.21EQEQ2A9.223A9.22ADJUSTABLE SHELVING1'-0"1'-0"2'-9"BASE, TYP.2A9.21IN-USE LIGHTSUOPEN BEYONDUUPPER WOOD SHELF W/ INTEGRAL LIGHTFUTURE FUME HOOD. PROVIDE OVERHEAD UTILTIES FOR FUTURE HOOK UPFUME HOOD9' - 2"EPOXY BACKSPLASH1A9.21Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 3 - OPEN LAB EASTSCALE: 3/8" = 1'-0"2LEVEL 3 - OPEN LAB WESTSCALE: 3/8" = 1'-0"3LEVEL 3 - OPEN LAB NORTHSCALE: 3/8" = 1'-0"4LEVEL 3 - OPEN LAB SOUTH1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01
S12' - 6"2' - 6"2' - 6"2' - 5"1' - 9"EPOXY BACKSPLASH6"9"4'-10"5"2'-1"5"1A9.217"3'-1"S1WOOD PANELLAB COAT HOOKS1' - 0"6' - 0"3' - 0"2A9.11BASESS1ACOUSTIC PANEL WALL COVERINGBASE, TYP.3' - 9"ALUMINUM ELECTRICAL RACEWAY8' - 4"1' - 0"4'-0"SS16' - 0"1' - 0"4' - 6"WOOD PANELSLAB COAT HOOKS2' - 6"2' - 6"3' - 1"7"EQEQELECTRICAL PANEL2A9.11ACOUSTIC WALL PANELS2'-6"2'-6"SS1UPPER WOOD SHELF W/ INTEGRAL TASK LIGHTOPEN BEYONDADJUSTABLE WOOD SHELVING, TYP.6"5' - 0"2' - 3"2' - 3"2' - 3"1' - 6"2' - 0"2' - 6"2' - 6"6"4"7"3' - 1"EPOXY BACKSPLASH2'-2"1'-8"10"5"6"1A9.21SS13' - 1"ALUMINUM ELECTRICAL PLUGMOLD2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"EQEQ11"211' - 3"8' - 4"233'-1"4'-1"1'-6"TUMOVABLE CABINET4' - 0"3' - 1"4' - 0"1'-6"23MOBAVLE CABINET3' - 0"3' - 0"2' - 6"10"7"3' - 1"EPOXY BACKSPLASHADJUSTABLE WOOD SHELVING, TYP.UPPER WOOD SHELF W/ INTEGRAL LIGHT6"6"FUME HOOD1'-6"5"5"1'-7"4"1A9.211A9.21Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1LEVEL 3 - LAB SOUTH ENTRANCE NORTH VIEWSCALE: 3/8" = 1'-0"2LEVEL 3 - LAB SOUTH ENTRANCE SOUTH VIEWSCALE: 3/8" = 1'-0"3LEVEL 3 - LAB NORTH ENTRANCE NORTH VIEWSCALE: 3/8" = 1'-0"4LEVEL 3 - LAB NORTH ENTRANCE SOUTH VIEWSCALE: 3/8" = 1'-0"5LAB EQUIPMENT ROOM SOUTH VIEWSCALE: 3/8" = 1'-0"6LAB EQUIPMENT ROOM NORTH VIEWSCALE: 3/8" = 1'-0"7LAB EQUIPMENT ROOM WEST VIEWSCALE: 3/8" = 1'-0"8E-BEAM ROOM EAST VIEWSCALE: 3/8" = 1'-0"9E-BEAM ROOM NORTH VIEWSCALE: 3/8" = 1'-0"10E-BEAM ROOM WEST VIEWSCALE: 3/8" = 1'-0"11E-BEAM ROOM SOUTH VIEW1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01
SVENTILATED ENCLOSURE, NICUPPER WOOD SHELF W/ INTEGRAL LIGHTEPOXY BACKSPLASH1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1"7"3' - 1"5"2'-3"2'-8"5"2'-5"10"1'-6"5"1'-3"4"1A9.217S1GAS CABINETVENTILATED ENCLOSURE, NIC1' - 3"2' - 6"2' - 6"1' - 9"1' - 3"6"10"10"1'-6"5"1'-8"2'-8"5"1A9.21SS1FUME HOOD2' - 6"2' - 6"1' - 3"1' - 0"2' - 6"10"7"3' - 1"UPPER WOOD SHELF W/ INTEGRAL LIGHTADJUSTABLE WOOD SHELVING, TYP.EPOXY BACKSPLASHBASE1'-3"1'-8"11"2'-2"5"4"1A9.21S11"1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1' - 0"LANGMUIR TROUGH, NICUPPER WOOD SHELF W/ INTEGRAL LIGHT2' - 6"10"7"3' - 1"6"1'-3"5"1'-9"2'-7"2'-9"1'-6 1/2"5"1'-4"10"2'-3"5"4"2A9.216S1UPPER WOOD SHELF W/ INTEGRAL LIGHTLIGHT-BLOCKING CURTAIN1'-2"5"2'-1"BASE, TYP.1A9.21ADJUSTABLE WOOD SHELVINGBASE, TYP.1A9.211'-0"3'-0"2'-5"5"1'-2"Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"1SUPPORT ROOM 2 NORTH VIEWSCALE: 3/8" = 1'-0"2SUPPORT ROOM 2 WEST VIEWSCALE: 3/8" = 1'-0"3SUPPORT ROOM 2 SOUTH VIEWSCALE: 3/8" = 1'-0"4SUPPORT ROOM 1 NORTH VIEWSCALE: 3/8" = 1'-0"5SUPPORT ROOM 1 SOUTH VIEWSCALE: 3/8" = 1'-0"6SUPPORT ROOM 1 WEST VIEWSCALE: 3/8" = 1'-0"7LIGHT SCATTERING ROOM SOUTH VIEWSCALE: 3/8" = 1'-0"8FLUORESCENCE MICROSCOPE ROOM NORTH VIEWSCALE: 3/8" = 1'-0"9FLUORESCENCE MICROSCOPE ROOM SOUTH VIEWSCALE: 3/8" = 1'-0"10FLUORESCENCE MICROSCOPE ROOM EAST VIEW1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01
36GLASS PANEL W/ CUSTOM SUPER GRAPHICTACKBOARDWHITEBOARD2' - 10"2' - 10"4 7/8"1' - 6 9/16"3' - 0"4"6'-8"3'-10"CARD READER3674AWHITEBOARDTACKBOARD1'-10"3'-8"BASEQRR123BASE, TYP.238' - 4"Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"20758.0011/30/2018SCALE: 3/8" = 1'-0"2ACCESS CORRIDOR WEST VIEWSCALE: 3/8" = 1'-0"1ACCESS CORRIDOR EAST VIEWSCALE: 3/8" = 1'-0"3WRITE-UP (ABBOTT) NORTH VIEWSCALE: 3/8" = 1'-0"4WRITE-UP (ABBOTT) EAST VIEWSCALE: 3/8" = 1'-0"5WRITE-UP (ABBOTT) WEST VIEW1 11/30/18 ISSUED FOR CONSTRUCTION
22113346677885QPRSTOU9S1R14AQ15.14' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0"10' - 10"15' - 5 1/2"25' - 0"10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"10' - 0"20' - 0"20' - 0"NEW GYPSUM BOARD VERTICAL FASCIA8' - 6"CHAPC29' - 6"CHBAFFLE8' - 6"CHGYPEXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING.9' - 6"CHBAFFLE8' - 6"CHGYP8' - 6"CHGYP8' - 6"CHGYP8' - 6"CHAPC28' - 6"CHAPC28' - 6"CHAPC28' - 6"CHGYP8' - 6"CHGYP8' - 6"CHAPC1EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIESEXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIESSLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP. 8' - 6"CHGYP8' - 2"CHAPC1LPA-10LPA-10LPA-10LPA-10LPA-10LPA-10LPA-10LPA-10PAPAPAPAPAPAPAPAPAPAPAPAPAPA PA PA PA PAPAPAPAPALINEAR WALL WASH FIXTUREEXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIES8' - 6"CHAPC2RLA-108' - 6"CHGYP8' - 6"CHAPC2LINEAR WALL WASH FIXTURE8' - 6"CHGYPLINEAR WALL WASH FIXTURERLC-10PAPAPAPAPALPBLPBLPBDWADWADWARLC-8RLC-8RLC-8RLC-8RLC-8RLC-8DWBRARARLA-12RLA-12EQEQEQFOSRLA-12RLA-12EQEQFOSEQEQOSEQEQOSFRAEQEQEQEQRLA-10RLA-104' - 7 3/8"4"4' - 7"6"4' - 7"4"4' - 7"6"4' - 7"4"4' - 10"3 3/4"4'-2 1/4"2'-11 3/4"2'-11 3/4"2'-11 3/4"3'-5"3'-5"3'-5"3'-3 3/4"3'-3 3/4"3'-3 3/4"3'-3"3'-3"3'-3"3'-4"3'-4"3'-4"3'-2 3/4"3'-2 3/4"3'-2 3/4"3'-0 3/4"3'-0 3/4"3'-0 3/4"4'-2 1/4"3 3/4"2 3/4"2'-11 3/4"2'-11 3/4"2'-11 3/4"2'-11 3/4"EQEQEQEQEQEQRLA-8EQEQEQ2'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ7'-2 1/4"4'-2"6"8'-2"4'-11 3/4"EQEQEQEQEQEQ8A9.118A9.11EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL.ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP AREAS. TYP.ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP AREAS. TYP.10A9.011HR FIRE RATED SOFFIT2'-0"2'-0"8' - 6"CHGYPNEW GYPSUM BOARD SOFFIT2'-0"7' - 2"GYPSUM SOFFIT.ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2), & WITH MYLAR COATING (APC 3).ACOUSTICAL PANEL CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED.LINEAR WALL WASH PENDANT.PENDANT DOWNLIGHT FIXTURE.REFLECTED CEILING PLAN LEGENDSPRINKLER HEAD.FIRE ALARM.RECESSED DOWNLIGHT FIXTURE.PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT.OCCUPANCY SENSOR.FOSREFLECTED CEILING PLAN GENERAL NOTESA. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS.B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED.C. LIGHTING FOR BUILDING SERVICES SPACES SHOWN IN ELECTRICAL DRAWINGS.D. CEILING IS OPEN TO STRUCTURE UNLESS OTHERWISE NOTED.E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01
22113346677885QRSTU9S1R14AQ110' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"10"20' - 0"20' - 0"19' - 0"1' - 0"10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"LPA-10PAEXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING.9' - 9"CHBAFFLE9' - 9"CHBAFFLE8' - 4"CHGYP8' - 4"CHAPC28' - 4"CHAPC28' - 4"CHAPC28' - 4"CHAPC28' - 4"CHGYPEXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIESSLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP.EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE & ALL UTILITIESPAPAPAPAPAPALPA-10LPA-10LPA-10LPA-10LPA-10LPA-108' - 4"CHAPC28' - 0"CHAPC18' - 4"CHGYP8' - 4"CHAPC2PAPALPBRLC-8RLC-8RLC-8RLC-22RLC-12RLC-1211' - 3"CHGYP8' - 4"CHGYPNEW GYP. BD VERTICAL FASCIAEQEQEQEQEQEQEQEQDWA2'-0"3'-0"EQEQEQEQ2'-0"3 3/4"2'-6 1/4"2'-6 1/4"3'-6 1/4"3'-6 1/4"3'-6 1/4"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-7 1/4"3'-7 1/4"3'-7 1/4"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-4"3'-4"3'-4"3'-6 1/4"3'-6 1/4"3'-6 1/4"2'-10 3/4"2'-10 3/4"3 3/4"2'-11"2'-11"2'-11"2'-11"3 3/4"NEW ROOF OPENING ABOVE CEILINGFOSOSRLA-10FOSRLA-12FOSRLA-12OSRLA-10RLA-16OSOSFRLA-10EQEQEQEQEQEQEQEQ1'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ1'-9"EQEQEQEQEQEQ8' - 4"CHAPC22'-0"DWADWA8A9.11EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL.FFACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP AREAS. TYP.8' - 4"CHAPC2FOSRLA-6RLA-61'-8"8' - 4"CHGYPEQEQEQEQPAGYPSUM SOFFIT.ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2), & WITH MYLAR COATING (APC 3).ACOUSTICAL PANEL CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED.LINEAR WALL WASH PENDANT.PENDANT DOWNLIGHT FIXTURE.REFLECTED CEILING PLAN LEGENDSPRINKLER HEAD.FIRE ALARM.RECESSED DOWNLIGHT FIXTURE.PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT.OCCUPANCY SENSOR.FOSREFLECTED CEILING PLAN GENERAL NOTESA. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS.B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED.C. LIGHTING FOR BUILDING SERVICES SPACES SHOWN IN ELECTRICAL DRAWINGS.D. CEILING IS OPEN TO STRUCTURE UNLESS OTHERWISE NOTED.E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED.Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/20181 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 01/07/19 ADDENDUM 02
LEVEL 10"LEVEL 0-12' - 0"1LLENROC STONE TO MATCH EXISTINGCONCRETE CAPGALVANIZED METAL AREAWAY GRATINGNEW CONCRETE AREAWAY RETAINING WALLFIXED LOUVERNEW DRAIN1' ABOVE GRADEGRAVEL FILLA8.003A8.002AREAWAY SLAB. SLOPE TO DRAIN3' - 0"WATERPROOFINGLOUVER TUBE SUPPORTFIXED LOUVERALUMINUM MESH INSECT SCREENSEALANTEXISTING STONE MASONRYFLASHINGLOUVER TUBE SUPPORTFIXED LOUVERALUMINUM MESH INSECT SCREENFACTORY FORMED SILL PANWATERPROOFINGPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE:DETAIL 1/2" = 1'-0"1SECTION AT NEW AREAWAYSCALE:DETAIL 3" = 1'-0"3LOUVER HEADER DETAILSCALE:DETAIL 3" = 1'-0"2LOUVER SILL DETAIL1 11/30/18 ISSUED FOR CONSTRUCTION
SU20' - 0"GALVANIZED METAL GRATE CATWALKPERFORATED ALUMINUM SCREEN W/ CUSTOM FINISHGALVANIZED STEEL GUARDRAIL & HANDRAILGALVANIZED STEEL SUPPORT DUNNAGE, TYP.EXHAUST FAN HEAT RECOVERY SYSTEMEXHAUST STACK10' - 0"2' - 0"13' - 1 1/2"PERFORATED BOX - RIB METAL PANELSSTRUCTURAL STEEL FRAMINGEND OF PANELS ALIGNED WITH FACE OF TUBESTRUCTURAL STEEL FRAMING10' - 0"PERFORATED ALUMINUM SCREEN W CUSTOM FINISHCONTINUOUS 4X6 ANGLE4"7"6' - 11"7"6"1' - 1"2' - 0"GALVANIZED STEEL STAIR TREADGALVANIZED STEEL STRINGER BEYOND7"11"ABRASIVE NOSING1' - 0 3/16"BASE PLATE AND SHIMGALVANIZED STEEL POST. SEE STRUCT.PVC SHEETSHEET FLASHING, HOT-AIR WELDSHEET FLASHING FASTENERREMOVE EXISTING ROOFING SYSTEM AT DUNNAGE POSTSEXISTING CONCRETE ROOF SLABINSULATION TO MATCH EXISTINGSEALANTSS HOSE CLAMPPATCH ROOFING AT EXISTINGDUCTWORKSHEET METAL FLASHINGPRESSURE TREATED, FIRE TREATED WOOD BLOCKING3/4" PLYWOODFRAMINGROOFING MEMBRANECOVER BOARDRIGID INSULATIONVAPOR RETARDER CONCRETE SLAB RIGID INSULATIONSTAINLESS STEEL TERMINATION BARLAP ROOFING MEMBRANE ONTO DUCTWORKLAP/ADHERE VAPOR RETARDER ONTO DUCTWORK8" MINIMUMEXHAUST STACKSEXHAUST FAN RECOVERY SYSTEMGALVANIZED METAL GRATE CATWALK W/ GALVANIZED STEEL GUARDRAILPERFORATED ALUMINUM SCREEN W/ CUSTOM FINISHGALVANIZED STEEL SUPPORT DUNNAGE, TYP.GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL.NEW DUCTWORK2346170.40°2'-0"5'-0"5'-0"13'-1 1/2"EXHAUST STACKSPERFORATED ALUMINUM SCREEN W/ CUSTOM FINISHGALVANIZED STEEL SUPPORT DUNNAGE, TYP.ALUMINUM EDGE TRIMPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE:SECTION DETAIL 3/8" = 1'-0"1SECTION AT ROOF MECHANICAL SCREENSCALE:PLAN DETAIL 1 1/2" = 1'-0"7SCREENWALL CORNER DETAILSCALE:SECTION DETAIL 1/2" = 1'-0"2SCREEN WALL SECTIONSCALE:SECTION DETAIL 3" = 1'-0"4ROOF STAIR TREAD DETAILSCALE:SECTION DETAIL 3" = 1'-0"6DUNNAGE AT ROOF DETAILSCALE:SECTION DETAIL 3" = 1'-0"5TYPICAL DUCTWORK PENETRATION AT ROOFSCALE:DETAIL3PENTHOUSE AXONSCALE:SECTION DETAIL 3/16" = 1'-0"8PENTHOUSE SCREEN WALL ELEVATION1 11/30/18 ISSUED FOR CONSTRUCTION
UNDERSIDE OF STRUCTURE4 7/8" (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = 40-444 7/8" (3 5/8" STUD)1 HOUR RATING - UL# U465STC = 40-447 1/4" (6" STUD)NO FIRE RESISTANCE RATINGSTC = 40-447 1/4" (6" STUD)1 HOUR FIRE - UL# U465STC = 40-44HEADCEILINGPLANBASEPROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDMETAL STUDS5/8" GYPSUM BOARD,TYPE X AT A1 AND A3 PARTITIONS(7 1/4")4 7/8"LIMITING HEIGHT 14'-10"LIMITING HEIGHT 14'-10"LIMITING HEIGHT 21'-6"LIMITING HEIGHT 21'-6"TOP OF SLABFLOOR RUNNERSEALANTAA1A2A34 7/8" (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = 45-494 7/8" (3 5/8" STUD)1 HOUR RATING - UL# U465STC = 45-497 1/4" (6" STUD)NO FIRE RESISTANCE RATINGSTC = 45-497 1/4" (6" STUD)1 HOUR FIRE - UL# U465STC = 45-49PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULED5/8" GYPSUM BOARD,TYPE X AT B1 AND B3 PARTITIONS(7 1/4")4 7/8"3 1/2" SOUND ATTENUATIONINSULATIONMETAL STUDSHEADCEILINGPLANBASETOP OF SLABFLOOR RUNNERSEALANTLIMITING HEIGHT 14'-10"LIMITING HEIGHT 14'-10"LIMITING HEIGHT 21'-6"LIMITING HEIGHT 21'-6"UNDERSIDE OF STRUCTUREBB1B2B35 1/2" UNBALANCED (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = 50-545 1/2" UNBALANCED (3 5/8" STUD)1 HOUR RATING - UL# U419STC = 50-547 7/8" UNBALANCED (6" STUD)NO FIRE RESISTANCE RATINGSTC = 50-547 7/8" UNBALANCED (6" STUD)1 HOUR RATING - UL# U419STC = 50-54PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULED5/8" GYPSUM BOARD,TYPE X AT C1 AND C3 PARTITIONS(7 7/8")5 1/2"METAL STUDSHEADCEILINGPLANBASE3 1/2" SOUND ATTENUATIONINSULATIONTOP OF SLABFLOOR RUNNERSEALANTLIMITING HEIGHT 14'-10"LIMITING HEIGHT 14'-10"LIMITING HEIGHT 21'-6"LIMITING HEIGHT 21'-6"UNDERSIDE OF STRUCTURECC1C2C36 1/8" (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = 55-59PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULED5/8" GYPSUM BOARD, DOUBLE LAYER EACH SIDETYPE X AT D1 AND D3 PARTITIONS(8 1/2")6 1/8"6 1/8" (3 5/8" STUD)2 HOUR FIRE - UL# U411STC = 55-598 1/2" (6" STUD)NO FIRE RESISTANCE RATINGSTC = 55-598 1/2" (6" STUD)2 HOUR FIRE - UL# U411STC = 55-59METAL STUDSHEADCEILINGPLANBASE3 1/2" SOUND ATTENUATIONINSULATIONTOP OF SLABFLOOR RUNNERSEALANTLIMITING HEIGHT 14'-10"LIMITING HEIGHT 14'-10"LIMITING HEIGHT 21'-6"LIMITING HEIGHT 21'-6"UNDERSIDE OF STRUCTUREDD1D2D3CHASE WALL (2 1/2" STUD)NO FIRE RESISTANCE RATINGSTC = 50-54PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDMETAL STUDS5/8" GYPSUM BOARD, 1 OR 2 LAYERS EACH SIDE, TYPE X AT FIRE RATED PARTITIONSFLOOR RUNNERTOP OF SLABDEPTH INDICATED IN PLAN (10 3/4" MIN)CHASE WALL (2 1/2" STUD)1 HOUR FIRE - UL# U420STC = 50-54CHASE WALL (2 1/2" STUD)2 HOUR FIRE - UL# U420STC = 55-599 1/2" MIN.INTERNAL BRACING: BRACE EACHSTUD 4'-0" O.C. MAX VERTICALLYWITH STEEL RUNNERSFUTURE2 1/2" SOUND ATTENUATIONINSULATIONHEADCEILINGPLANBASESEALANTUNDERSIDE OF STRUCTUREGG1G2G3UNDERSIDE OF STRUCTURE1 1/2" INTERIOR FURRED WALL (7/8" RIGID FURRING CHANNEL)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATING1 5/8" EXTERIOR FURRED WALL (1" Z-FURRING CHANNEL)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATINGPROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULED1" THERMAL INSULATION - H1 ONLYBASE CONSTRUCTION, NEW OR EXISTINGTOP OF SLAB3" MINRIGID FURRING CHANNEL ORZ-SHAPED FURRING CHANNELEXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IF NO CEILING SCHEDULEDVAPOR RETARDER - H1 ONLYRIGID FURRING CHANNEL ORZ-FURRING CHANNEL5/8" GYPSUM BOARDHEADCEILINGPLANBASEFUTUREFUTURE1 1/2" (1 5/8")HH1H2H3UNDERSIDE OF STRUCTURE3 1/8" FURRED WALL (2 1/2" STUD)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATINGPROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDMETAL STUDS5/8" GYPSUM BOARDFLOOR RUNNERTOP OF SLAB4 1/4" FURRED WALL (3 5/8" STUD)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATINGFURRING BRACKETS3" MIN1/4" MINIMUM CLEARANCEEXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IFNO CEILING SCHEDULEDVARIES6 5/8" FURRED WALL (6" STUD)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATING2 1/4" FURRED WALL (1 5/8" STUD)NO FIRE RESISTANCE RATINGNO ACOUSTIC RATINGHEADCEILINGPLANBASEJJ1J2J3UNDERSIDE OF STRUCTURE4 1/4" SINGLE SIDED (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = <30PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDMETAL STUDS5/8" GYPSUM BOARD, 2 LAYERS OF TYPE X AT K1 AND K3 PARTITIONSLIMITING HEIGHT 13'-6"LIMITING HEIGHT 13'-6"LIMITING HEIGHT 20'-0"LIMITING HEIGHT 20'-0"4 7/8" SINGLE SIDED (3 5/8" STUD)1 HOUR RATING - UL# V497STC = 30-356 5/8" SINGLE SIDED (6" STUD)NO FIRE RESISTANCE RATINGSTC = <307 1/4" SINGLE SIDED (6" STUD)1 HOUR RATING - UL# V497STC = 30-35VARIES3 1/2" SOUND ATTENUATION INSULATION AT K1 AND K3 PARTITIONS ONLYHEADCEILINGPLANBASETOP OF SLABFLOOR RUNNERSEALANTKK1K2K3HEADCEILINGPLANBASESHAFT WALL (2 1/2" STUD)1 HOUR RATING - UL# U415STC = 35-39PROVIDE CASING BEAD WHERE EXPOSED TO VIEWSHAFT-WALL RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDSHAFT-WALL STUDS5/8" TYPE X GYPSUM BOARDSHAFT-WALL RUNNERTOP OF SLAB(4 5/8")3 1/8"LIMITING HEIGHT 10'-10"SHAFT WALL (2 1/2" STUD)1 HOUR RATING - UL# U415STC = 40-45LIMITING HEIGHT 10'-10"SHAFT WALL (4" STUD)1 HOUR RATING - UL# U415STC = 35-39LIMITING HEIGHT 15'-3"SHAFT WALL (4" STUD)1 HOUR RATING - UL# U415STC = 40-45LIMITING HEIGHT 15'-3"1" GYPSUM LINER PANEL1/2" SOUND ATTENUATION INSULATION AT N1 & N3 PARTITIONS ONLYSEALANTUNDERSIDE OF STRUCTURENN1N2N3SHAFT WALL (2 1/2" STUD)2 HOUR RATING - UL# U415STC = 40-44PROVIDE CASING BEAD WHERE EXPOSED TO VIEWSHAFT-WALL RUNNERDEFLECTION ALLOWANCESHAFT-WALL STUDS5/8" TYPE X GYPSUM BOARD,DOUBLE LAYER(5 1/4")3 3/4"LIMITING HEIGHT 11'-7"SHAFT WALL (2 1/2" STUD)2 HOUR RATING - UL# U415STC = 45-49LIMITING HEIGHT 11'-7"SHAFT WALL (4" STUD)2 HOUR RATING - UL# U415STC = 40-44LIMITING HEIGHT 16'-2"SHAFT WALL (4" STUD)2 HOUR RATING - UL# U415STC = 45-49LIMITING HEIGHT 16'-2"1" GYPSUM LINER PANEL1/2" SOUND ATTENUATION INSULATION AT P1 & P3 PARTITIONS ONLYHEADCEILINGPLANBASESUSPENDED CEILING WHERE SCHEDULEDSHAFT-WALL RUNNERTOP OF SLABSEALANTUNDERSIDE OF STRUCTUREPP1P2P3HEADCEILINGPLANBASEUNDERSIDE OF STRUCTURE6" NOMINAL CONCRETE MASONRY UNITNO FIRE RESISTANCE RATINGSTC = 45FIRE SAFING OR COMPRESSIBLE FILLERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDCONCRETE MASONRY UNITS4" HIGH CONCRETE MASONRY UNITS STARTER COURSE, IF APPLICABLELIMITING HEIGHT 18'-0"LIMITING HEIGHT 18'-0"LIMITING HEIGHT 18'-0"6" NOMINAL CONCRETE MASONRY UNIT1 HOUR FIRE - UL# U906STC = 456" NOMINAL CONCRETE MASONRY UNIT2 HOUR FIRE - UL# U906STC = 45STAGGERED STEELRESTRAINT ANGLES5 5/8"TOP OF SLABSEALANTUU1U2HEADCEILINGPLANBASE8" NOMINAL CONCRETE MASONRY UNITNO FIRE RESISTANCE RATINGSTC = 47LIMITING HEIGHT 24'-0"LIMITING HEIGHT 24'-0"LIMITING HEIGHT 24'-0"8" NOMINAL CONCRETE MASONRY UNIT1 HOUR FIRE - UL# U905STC = 478" NOMINAL CONCRETE MASONRY UNIT2 HOUR FIRE - UL# U905STC = 477 5/8"LIMITING HEIGHT 24'-0"8" NOMINAL CONCRETE MASONRY UNIT3 HOUR FIRE - UL# U905STC = 47SUSPENDED CEILING WHERE SCHEDULEDCONCRETE MASONRY UNITSTOP OF SLABSEALANTUNDERSIDE OF STRUCTUREFIRE SAFING OR COMPRESSIBLE FILLERDEFLECTION ALLOWANCE4" HIGH CONCRETE MASONRY UNITS STARTER COURSE, IF APPLICABLESTAGGERED STEELRESTRAINT ANGLESVV1V2V3UNDERSIDE OF STRUCTURE4 1/4" SINGLE SIDED (3 5/8" STUD)NO FIRE RESISTANCE RATINGSTC = <30PROVIDE CASING BEAD WHERE EXPOSED TO VIEWCEILING RUNNERDEFLECTION ALLOWANCESUSPENDED CEILING WHERE SCHEDULEDMETAL STUDS5/8" GYPSUM BOARD, 2 LAYERS OF TYPE X AT L1 AND L3 PARTITIONSLIMITING HEIGHT 13'-6"LIMITING HEIGHT 13'-6"LIMITING HEIGHT 20'-0"LIMITING HEIGHT 20'-0"4 7/8" SINGLE SIDED (3 5/8" STUD)1 HOUR RATING - UL# V497STC = 30-356 5/8" SINGLE SIDED (6" STUD)NO FIRE RESISTANCE RATINGSTC = <307 1/4" SINGLE SIDED (6" STUD)1 HOUR RATING - UL# V497STC = 30-35VARIES2 1/2" SPRAY-APPLIED INSULATIONHEADCEILINGPLANBASETOP OF SLABFLOOR RUNNERSEALANTLL1L2L3BASE CONSTRUCTION, NEW OR EXISTINGPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1 1/2" = 1'-0"20758.0011/30/2018SCALE: 1 1/2" = 1'-0"AGYPSUM BOARD PARTITION - TYPICAL, NO SOUND ATTENUATIONSCALE: 1 1/2" = 1'-0"BGYPSUM BOARD PARTITION - TYPICAL, SOUND ATTENUATIONSCALE: 1 1/2" = 1'-0"CGYPSUM BOARD PARTITION - UNBALANCEDSCALE: 1 1/2" = 1'-0"DGYPSUM BOARD PARTITION - DOUBLESCALE: 1 1/2" = 1'-0"GCHASE WALL PARTITIONSCALE: 1 1/2" = 1'-0"HGYPSUM BOARD PARTITION - CHANNEL-FURREDSCALE: 1 1/2" = 1'-0"JGYPSUM BOARD PARTITION - STUD-FURREDSCALE: 1 1/2" = 1'-0"KGYPSUM BOARD PARTITION - SINGLE-SIDEDSCALE: 1 1/2" = 1'-0"NSHAFT WALL PARTITION - 1 HOURSCALE: 1 1/2" = 1'-0"PSHAFT WALL PARTITION - 2 HOURSCALE: 1 1/2" = 1'-0"U6" NOMINAL CONCRETE MASONRY UNIT PARTITIONSCALE: 1 1/2" = 1'-0"V8" NOMINAL CONCRETE MASONRY UNIT PARTITIONSCALE: 1 1/2" = 1'-0"LGYPSUM BOARD PARTITION - SPRAY-INSULATED1 11/30/18 ISSUED FOR CONSTRUCTION
3/8" TYPAS SCHEDULEDPARTITIONFLOOR RUNNERBASE AS SCHEDULED5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATEDUNRATED PARTITIONS3/8" TYPAS SCHEDULEDPARTITIONFLOOR RUNNERBASE AS SCHEDULED5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATEDSOUND ATTENUATED PARTITIONS3/4" MAXAS SCHEDULEDPARTITIONFLOOR RUNNERBASE AS SCHEDULED5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATEDSMOKE-RATED PARTITIONSACOUSTICAL SEALANT,BOTH SIDESSMOKE STOPPING,BOTH SIDES3/4" MAXAS SCHEDULEDPARTITIONFLOOR RUNNERBASE AS SCHEDULED5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATEDFIRE-RATED PARTITIONSFIRE-RESISTIVE JOINT SYSTEMAS SCHEDULEDPARTITIONMETAL STUDSADJACENT MATERIALS5/8" GYPSUM BOARD - MULTIPLELAYERS WHERE INDICATEDJOINT SEALANT, BOTH SIDES;PROVIDE FIRE-RESISTIVE JOINT SYSTEM AT FIRE RATED PARTITIONS;PROVIDE SMOKE STOPPING AT SMOKE RATED PARTITIONS;PROVIDE ACOUSTICAL SEALANT AT OTHER LOCATIONS3/8"UNRATED PARTITIONSSOUND ATTENUATED PARTITIONSSMOKE-RATED PARTITIONSFIRE-RATED PARTITIONSAS SCHEDULEDPARTITIONMETAL STUDSCONTROL JOINT5/8" GYPSUM BOARD - MULTIPLELAYERS WHERE INDICATEDAS SCHEDULEDPARTITIONMETAL STUDSCONTROL JOINT5/8" GYPSUM BOARD - MULTIPLELAYERS WHERE INDICATEDACOUSTICAL SEALANT, EACHLAYER AND EACH SIDEJOINT SEALANT, BOTH SIDESAS SCHEDULEDPARTITIONMETAL STUDSCONTROL JOINT5/8" GYPSUM BOARD - MULTIPLELAYERS WHERE INDICATEDSMOKE STOPPING, EACHLAYER AND EACH SIDEJOINT SEALANT, BOTH SIDESAS SCHEDULEDPARTITIONMETAL STUDSCONTROL JOINT5/8" GYPSUM BOARD - MULTIPLELAYERS WHERE INDICATEDJOINT SEALANT, BOTH SIDES5/8"1/2"2 LAYERS 5/8" TYPE XGYPSUM BOARDAS SCHEDULEDPARTITIONCONSTRUCTIONEXISTING3/8"AS SCHEDULEDPARTITIONCONSTRUCTIONEXISTING3/8"CONSTRUCTIONEXISTINGSEALANTGYPSUM BOARD3/8"AS SCHEDULEDPARTITIONAS SCHEDULEDPARTITIONSEALANTGYPSUM BOARDALIGN3/8"CONSTRUCTIONEXISTINGAS SCHEDULEDPARTITIONSEALANTGYPSUM BOARDEXISTING CONCRETE MASONRY UNITS / CONCRETE MASONRY UNITSEQUAL-WIDTH GYPSUM BOARD PARTITION (PARALLEL TO EXISTING)UNEQUAL-WIDTH GYPSUM BOARD PARTITION (PARALLEL TO EXISTING)GYPSUM BOARD PARTITION (PERPENDICULAR TO EXISTING)GYPSUM BOARD PARTITION (BYPASS EXISTING CONSTRUCTION)VARIES3/8"CONSTRUCTIONEXISTING3/8"ALIGNALIGNALIGNSEALANTGYPSUM BOARDALIGNSEALANTGYPSUM BOARDALIGNSHAFT WALL STUD1" GYPSUM LINER PANELSHAFT WALL RUNNER1 1/2" SOUND ATTENUATION INSULATION5/8" GYPSUM BOARDJOINT SEALANTPATITION AS SCHEDULEDSEE PROGRESSIVE ENGINEERING REPORT AER-09038HORIZONTAL SPAN VARIESSHAFT WALL STUD1" GYPSUM LINER PANELSHAFT WALL RUNNER1 1/2" SOUND ATTENUATION INSULATION2 LAYERS 1/2" GYPSUM BOARDJOINT SEALANTPATITION AS SCHEDULEDSEE PROGRESSIVE ENGINEERING REPORT AER-09038HORIZONTAL SPAN VARIES4'-0" MAX HEIGHTSEE PROG. ENGINEERING REPORT AER-09038VARIESSECTIONROTATED1 1/2" SOUND ATTENUATION INSULATION1" GYPSUM LINER PANELDUCTSHAFT WALL STUD3 LAYERS 5/8" GYPSUM BOARDSHAFT WALL RUNNERJOINT SEALANTPARTITION AS SCHEDULEDPARTITION AS SCHEDULEDDRYWALL MOLDING CORNER TRIMPAINT TO MATCH ADJACENT SURFACETAPE AND SPACKLE FLUSH WITH ADJACENT SURFACEAS SCHEDULEDPARTITIONCONCRETE SLABFIRE-RESISTIVE JOINTSYSTEMDEFLECTION CLIP IFREQUIRED BY WALLSYSTEMDEFLECTION RUNNER1" MAX4 1/2" MINAS SCHEDULEDPARTITIONCONCRETE SLABACOUSTICAL SEALANT,BOTH SIDESDEFLECTION CLIP IFREQUIRED BY WALLSYSTEMDEFLECTION RUNNERALLOWANCEDEFLECTION5/8" TYPE X GYPSUM BOARDGYPSUM CORNER TRIMEXISTING STEEL COLUMN25 GAUGE STEEL STUDSPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE: 3" = 1'-0"1TYPICAL GYPSUM PARTITION BASE DETAILSSCALE: 3" = 1'-0"4TYPICAL GYPSUM BOARD PARTITION DETAIL AT DISSIMILAR WALLMATERIALSSCALE: 3" = 1'-0"2TYPICAL GYPSUM BOARD PARTITION CONTROL JOINT DETAILSSCALE: 3" = 1'-0"6TYPICAL INTERSECTIONS AT EXISTING CONSTRUCTIONSCALE: 6" = 1'-0"10CORRIDOR CEILING AND STAIR SOFFIT 1 HOUR FIRE RATINGSCALE: 6" = 1'-0"11CORRIDOR CEILING AND STAIR SOFFIT 2 HOUR FIRE RATINGSCALE: 3" = 1'-0"8HORIZONTAL MEMBRANE OR METAL DUCT ENCLOSURE 2 HOUR FIRERATINGSCALE:DETAIL 6" = 1'-0"5CORNER GUARD TO MATCH GYPSUM BOARDSCALE:DETAIL 3" = 1'-0"7FIRE-RATED GYPSUM BOARD PARTITION TOP DETAIL AT CONCRETESLABSCALE:DETAIL 3" = 1'-0"3UNRATED GYPSUM BOARD PARTITION TOP DETAIL AT CONCRETESLABSCALE: 3" = 1'-0"9STEEL COLUMN ENCLOSURE (1-HR FIRE RATING)PLAN DETAIL1 11/30/18 ISSUED FOR CONSTRUCTION
CONCRETE SLABRESINOUS FLOORINGJOINT SEALANTINTEGRAL RESINOUS FLASH COVE BASEPARTITION AS SCHEDULED4"4"CONCRETE SLABCARPETJOINT SEALANTRESILIENT BASEPARTITION AS SCHEDULEDCONCRETE SLABCEMENTITIOUS UNDERLAYMENT WHERE INDICATEDRESILIENT FLOORINGJOINT SEALANTRESILIENT BASEPARTITION AS SCHEDULEDCONCRETE SLABRESILIENT TRANSITION REDUCER STRIPRESILIENT FLOORINGMAX.1/2"CONCRETE SLABFLOOR TRANSITION STRIPCARPETCONCRETE SLABMAX.1/2"RESILIENT FLOORINGFLOOR TRANSITION STRIPCARPETCONCRETE SLABCONCRETE SLABFLOORING SEAMRESILIENT FLOORING1/8"Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 6" = 1'-0"20758.0011/30/2018SCALE: 6" = 1'-0"7TYPICAL WALL BASE DETAIL INTEGRAL BASE AT RESINOUSFLOORING1SCALE:DETAIL 6" = 1'-0"1TYPICAL WALL BASE DETAIL RESILIENT BASE AT CARPETSCALE:DETAIL 6" = 1'-0"5TYPICAL WALL BASE DETAIL RESILIENT BASE AT RESILIENTFLOORING1SCALE:DETAIL 6" = 1'-0"6TYPICAL FLOOR TRANSITION RESILIENT TO FINISHED CONCRETE1SCALE:DETAIL 6" = 1'-0"2TYPICAL FLOOR TRANSITION CARPET TO FINISHED CONCRETE1SCALE:DETAIL 6" = 1'-0"3TYPICAL FLOOR TRANSITION CARPET TO RESILIENT1SCALE:DETAIL 6" = 1'-0"4TYPICAL FLOOR TRANSITION RESILIENT TO RESILIENT11 11/30/18 ISSUED FOR CONSTRUCTION
FRAME TYPE 2F -FLUSHFG -FULLY GLAZEDSLIDERSEE SCHEDULESEE PLANSEE SCHEDULE8"1' - 0"6"FRAME TYPE 3SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE6"MG-2 MG-2DOOR TYPESPANEL TYPESFRAME TYPESSEE SCHEDULEFRAME TYPE 1SEE SCHEDULESEE SCHEDULE2"AG -ALL GLASS4"4"ALL GLASSSEE SCHEDULESEE SCHEDULEMG-3 MG-3 MG-3MG-31A9.10FF/CEILINGVIFEXISTING ACOUSTIC CEILING SYSTEMTEMPERED GLAZINGWOOD BLOCKINGMETAL FRAMINGPARTITION AS SCHEDULEDOVERHEAD CONCEALED CLOSER1"EXISTING CEILING TRIM1"DOOR RAIL EXISTING ACOUSTIC CEILING SYSTEMEXISTING CEILING TRIMPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018DOOR SCHEDULENUMBERDOOR FRAMEDOORHARDWARE SET REMARKSOPENINGWIDTHWIDTH BY PANELOPENINGHEIGHTPANEL TYPETHICK CONSTRFACING &FINISHDOORGLASSTYPEFRAMETYPE CONSTR.FRAMEGLASSTYPEFIRERATINGPANEL 1 PANEL 2 PANEL 1 PANEL 2LEVEL 1100A 6' - 0" 3' - 0" 3' - 0" 8' - 1" AG AG AG MG-1 HM UCFT -- 3.0158BA 3' - 0" 3' - 0" 7' - 0" F 1 3/4" SCW TF -- F3 HM -- -- 9.0170A 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF LG-1 F2 HM LG -- 10.0LEVEL 2200JAA 3' - 0" 3' - 0" 7' - 0" F 1 3/4" (none) PT1 (none) F3 (none) (none) C45 6.0200TCA 3' - 0" 3' - 0" 7' - 0" F 1 3/4" HM PT1 -- F3 HM -- -- 7.0200UAA 6' - 5" 3' - 2 1/2" 3' - 2 1/2" 7' - 0" F F 1 3/4" HM PT1 -- F3 HM -- -- 4.0200UBA 6' - 2" 3' - 1" 3' - 1" 7' - 0" F F 1 3/4" HM PT1 -- F3 HM -- -- 4.0260A 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF LG-1 F2 HM LG -- 1.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)260B 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF FG-1 F2 HM FRG C45 1.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)269A 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF LG-1 F2 HM LG -- 1.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)269B 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF FG-1 F2 HM FRG C45 1.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)276A 4' - 6" 3' - 0" 1' - 6" 7' - 0" FG FG 1 3/4" SCW TF FG-1 F1 HM FRG C45 2.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)276AA(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.276BA(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.276CA(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.276DA(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.276DB(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.LEVEL 3300JAA 3' - 0" 3' - 0" 7' - 0" F 1 3/4" (none) PT1 (none) F3 (none) (none) C45 6.0300UAA 6' - 5" 3' - 2 1/2" 3' - 2 1/2" 7' - 0" F F 1 3/4" HM PT1 -- F3 HM -- -- 4.0300UBA 6' - 2" 3' - 1" 3' - 1" 7' - 0" F F 1 3/4" HM PT1 -- F3 HM -- -- 4.0360A 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF LG-1 F2 HM LG -- 8.0362A 3' - 0" 3' - 0" 7' - 0" FG 1 3/4" SCW TF LG-1 F2 HM LG -- 1.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)367B 4' - 6" 3' - 0" 1' - 6" 7' - 0" FG FG 1 3/4" SCW TF FG-1 F1 HM FRG C45 2.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)367A 3' - 6" 3' - 6" 7' - 0" FG 1 3/4" SCW TF FG-1 F1 HM FRG C45 2.0 SECURITY SYSTEM TIE-IN REQUIRED (CARD READER)367BA(none) (none) (none) -- -- (none) SLIDING DOOR TYPE ASD-3. LIGHT TIGHT GASKETING.367AA(none) (none) (none) -- -- (none) SLIDING DOOR TYPE ASD-2. LIGHT TIGHT GASKETING.367FA(none) -- (none) -- -- (none) SLIDING DOOR TYPE ASD-1.*KEY DOOR CONSTRUCTIONKEY DOOR CONSTRUCTION DESCRIPTIONAE ALUMINUM ENTRANCE DOORAG ALL-GLASS DOORFRP FIBERGLASS REINFORCED POLYESTER DOORHM HOLLOW-METAL DOORINT INTEGRATED DOOR ASSEMBLYLLHM LEAD-LINED HOLLOW-METAL DOORLLWD LEAD-LINEN WOOD DOORRF RF SHIELDED DOORSCW SOLID-CORE DOOR WITH WOOD-VENEER FACESSRW STILE AND RAIL DOORSS STAINLESS STEEL DOORTR TRAFFIC DOOR*KEY DOOR FIRE RATINGSKEY FIRE RATING DESCRIPTION-- NO FIRE RATING20 20 MINUTESA180 3 HOUR 'A; LABELB60 1 HOUR 'B' LABELB90 1-1/2 HOUR RATING 'B' LABEL REQUIREDC45 3/4 HOUR 'C' LABELSM SMOKE*KEY DOOR GLASS TYPEKEY DOOR GLASS TYPE DESCRIPTION-- NO GLASS REQUIREDFG-1 FIRE RATED GLASSIG-1 INSULATING GLASSLG-1 LAMINATED GLASSMG-1 UNCOATED CLEAR FULLY TEMPERED FLOAT GLASSPG PATTERNED GLASSTPG TEMPERED PATTERNED GLASS*KEY DOOR HARDWAREHARDWARESETDESCRIPTION1.0 FAIL SECURE SINGLE2.0 FAIL SECURE PAIR3.0 DOUBLE ACTING PAIR4.0 STOREROOM PAIR - UNOCCUPIED SPACE5.0 CLASSROOM WITH CLOSER6.0 STOREROOM WITH CLOSER7.0 SINGLE PRIVACY WITH CLOSER8.0 CLASSROOM WITHOUT CLOSER9.0 PRIVATE OFFICE10.0 PASSAGE SET WITHOUT CLOSER11.0 SLIDING GLASS DOOR*KEY FRAME CONSTRUCTIONKEY FRAME CONSTRUCTION DESCRIPTIONAL ALUMINUMCW CURTAIN WALLHM HOLLOW-METALINT INTEGRATED DOOR ASSEMBLYLLHM LEAD-LINEN HOLLOW-METALSF STOREFRONTSS STAINLESS STEELWD WOOD*KEY FRAME GLASS TYPEKEY FRAME GLASS TYPE DESCRIPTION-- NO GLASS REQUIREDCIG CLEAR INSULATING GLASSFRG FIRE RATED GLASSLG LAMINATED GLASSPG PATTERNED GLASSPW PATTERNED WIRE GLASSPWG POLISHED WIRE GLASSTPG TEMPERED PATTERNED GLASSUCFT UNCOATED CLEAR FULLY TEMPERED FLOAT GLASSUTFT UNCOATED TINTED FULLY TEMPERED FLOAT GLASS*KEY DOOR FACING & FINISHKEY DOOR FACING & FINISH DESCRIPTIONPT1 PAINTTF TRANSPARENT FINISHSCALE:DETAIL 6" = 1'-0"1ALL GLASS DOOR HEADER DETAIL1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 01/07/19 ADDENDUM 02
PARTITION AS SCHEDULEDRECESSED ELECTRICALPANELPIANO HINGE1/2" X 1-1/2" PAINTEDWOOD TRIMWOOD PANELMAGNETIC CATCH1"ADJACENT PANEL, WHERE OCCURSPARTITION AS SCHEDULEDRECESSED ELECTRICALPANELCABINET DOOR 11 1/2"CABINET DOOR PARTITION AS SCHEDULEDRECESSED EXTINGUISHER CABINETHORIZONTAL MULLIONFIRESAFING MINERAL WOOL INSULATIONLINE OF VERTICAL FRAME BEYONDFIRE-RATED GLAZING AS SCHEDULEDHORIZONTAL ALUMINUM COVER CAPPARTITION TOMATCH EXISTINGSEE ELEVATIONVARIES3/8"2"SEALANT AND BACKER RODHORIZONTAL MULLIONHORIZONTAL ALUMINUM COVER CAPFIRE-RATED GLAZING AS SCHEDULEDFIRE-RATED BLACKING AS NECESSARYPARTITION ASSCHEDULED3/8"2"FIRESAFING MINERAL WOOL INSULATIONSEALANT AND BACKER RODVERTICAL ALUMINUM COVER CAPVERTICAL MULLIONFIRESAFING MINERAL WOOL INSULATIONFIRE-RATED GLAZING AS SCHEDULEDLINE OF HORIZONTAL MULLION BELOWPARTITION ASSCHEDULEDPARTITION AND ALUMINUM WINDOW SYSTEM3/4" X 1-1/2" PAINTEDWOOD TRIMWOOD WALL PANELBASE AS SCHEDULED3/4" X 1-1/2" PAINTEDWOOD TRIMMIN.1"24" MAX.ACOUSTIC PANEL, PAINTEDMETAL CHANNELFASTENER, FIELD PAINTEDEXISTING CONCRETE RIB2"LEVEL 214' - 0"LEVEL 328' - 0"LEVEL 442' - 0"SLEVEL 442' - 0"NEW EXHAUST DUCTWORKNEW SUPPLY AIR DUCTWORK2HR FIRE RATED SEPARATION2HR FIRE RATED HORIZONTAL SEPARATION2HR FIRE RATED HORIZONTAL SEPARATIONA9.018SIM.PAINTED ALUMINUM PICTURE RAILSHIMGYPSUM BOARDCOUNTERSUNK FASTENERSGYPSUM BOARD REVEAL TRIMTRANSOM FRAMINGEDGE OF NEW WINDOW SILL BELOWEXISTING HORIZONTAL WINDOW MULLIONEXISTING GLASSEXPANDABLE ACOUSTIC PARTITION CLOSURE FILLERWALL END CAPWALL AS SCHEDULEDPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE:DETAIL 3" = 1'-0"1ELECTRICAL CABINET WITH WOOD WALL PANELSCALE:DETAIL 3" = 1'-0"3ELECTRICAL CABINETSCALE:DETAIL 3" = 1'-0"4FIRE EXTINGUISHER CABINETSCALE:SECTION DETAIL 3" = 1'-0"7AT FIRE RATED INTERIOR GLAZING SILLSCALE:DETAIL 3" = 1'-0"5AT FIRE RATED INTERIOR GLAZING HEADSCALE:DETAIL 3" = 1'-0"6INTERIOR GLAZING JAMB AT NEW WALL CONDITIONSCALE:DETAIL 3" = 1'-0"2WOOD WALL PANEL SECTIONSCALE:SECTION DETAIL 3" = 1'-0"8HEAT COLLECTION PLATESCALE: 1/2" = 1'-0"9SHAFT SECTION1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02SCALE: 3" = 1'-0"10PICTURE HANGING RAIL DETAILSCALE: 3" = 1'-0"11ACOUSTIC PARTITION MULLION CLOSURE
V A N2V A N2V A N2V A N2SUSPENDED BASECABINET BELOWEPOXY COUNTERTOPLINE OF WOOD TOPSHELF WITH LEDLINE OF ADJ WOODSHELVING ABOVEPAINTED SQUARESTEEL FRAMERACEWAY ABOVELAB TURRETS2A9.2013GLASS MARKERBOARD6'-0" TYPEPOXY COUNTERTOPSUSPENDED WOOD BASE CABINET w/ WOOD FRONTSADJUSTABLE WOOD SHELVINGRACEWAY WITH POWER AND DATAPAINTED SQUARE STEEL FRAMEEXTENDED WOOD TOP SHELF LAB TURRETSLED TASK LIGHT w/ VACANCY SENSOR ELECTRICAL RACEWAY w/ POWER & DATA 3 PORT ALUMINUM GAS MANIFOLDCHANNEL FOR WIRING WIRE MANAGEMENT RAIL & CABINET BUMPERSLOTTED METAL CHANNEL SUPPORT SYSTEMTASK LIGHT DRIVERELECTRICAL OUTLET ON CASEWORK LEGADJACENT TO OFOI U.C. FRIDGEPTD METAL TRAY FOR LAB GAS SERVICES, CAPABLE OF CANTILEVERING OFF A SINGLE BENCH, OR BEING ATTACHED TO BOTHQUICK CONNECT HOSES SHOULD BE BOUND TOGETHER AND PULLED REASONABLY TIGHT OUTLINE OF 1/2" THICK TRANSLUCENT GLASS WRITEABLE SURFACE ATTACHED TO CASEWORK3' - 11"3' - 1"21EXTENDED WOOD TOP SHELF LED TASK LIGHT w/ VACANCY SENSOR B.O. BEAM10' 6" AFFEPOXY COUNTERTOPSUSPENDED WOOD BASE CABINET w/ WOOD FRONTSOFOI UNDER COUNTER REFRIGERATORV A N2V A N2RACEWAY WITH POWER AND DATALAB TURRETSWIRE MANAGMENT RAIL & CABINET BUMPERADJ WOOD SHELVINGPAINTED SQUARE STEEL FRAMEPUSH BUTTON LIGHT SWITCHFOR LED TASK LIGHTSLOTTED METAL CHANNEL SUPPORT SYSTEM B.O. LIGHT8' 6" AFFB.O. SOFFIT9' 6" AFFLINEAR PENDANT LIGHT FIXTUREROUND PENDANT LIGHT FIXTURE1/2" THICK TRANSLUCENT GLASS WRITEABLE SURFACE ATTACHED TO CASEWORKB.O. SUPPORT RACK9' 6" AFFEXISTING RIB & BEAM BEYOND PLUMBING/GAS MANIFOLDVCAN2PHWRPHWSHWRHWSSPRINKLER PIPING,SEE PLUMBING DWGS.3 1/4"1 5/8"x1 5/8" INTERMEDIATE SLOTTED METAL CHANNEL1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL1 5/8"x1 5/8" SLOTTED METAL CHANNEL VERTICAL SUPPORTS1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNELEPOXY COUNTERTOP WITH DRIP EDGES (FRONT AND BACK)RAILS FOR SUSPENDED CABINETADJUSTABLE HEIGHT TABLE LEGS 2'-5" - 3'-2"2'-6" OR AS NOTED ON PLAN1"1/4"1 1/2"1 1/2" X 3/4" STEEL TUBE SUPPORTSUSPENDED CABINET, WHERE INDICATEDPAINTED METAL PLATE FOR CABLE MANAGEMENT, 2 HOLES PER BENCH FOR CORDSELECTRICAL POWERSTRIPEPOXY COUNTERTOPADJUSTABLE HEIGHT LEGSSEE ENLARGED PLANS FOR TABLE DIMENSIONS5' - 6"1 1/2" X 3/4" STEEL TUBE SUPPORTFINISH TOP BACK AND SIDES2' - 5"2' - 0"2' - 9"EPOXY COUNTERTOP @ TYP. OPEN LAB MOVABLE BENCHES WOOD FRONTS WOOD BASE CABINET4"1' - 9 3/8"1/4"6 3/8"1/4"Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE: 1/2" = 1'-0"3PLAN - TYPICAL LAB BENCHSCALE: 1" = 1'-0"2SECTION - TYPICAL LAB BENCH IN OPEN LABSCALE: 1" = 1'-0"1ELEVATION - TYPICAL LAB BENCH IN OPEN LABSCALE: 1" = 1'-0"4TYPICAL LAB TABLESCALE: 1" = 1'-0"5TYPICAL LAB TABLE ELEVATIONSCALE:SECTION DETAIL 1" = 1'-0"6TYPICAL ROLLING BASE CABINET - 1 DOOR 1 DRAWER1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
STEEL SHELVING STANDARDSECURED TO WOOD BLOCKINGWOOD BLOCKING STEEL SHELVING END BRACKET STEEL SHELVINGINTERMEDIATE BRACKET WOOD SHELVING BELOWPARTITION AS SCHEDULED1'-8" AT TOP SHELF1' - 0"2' - 6"1' - 10"1' - 0"4'-6" AFF7'-0" AFF1' - 3"1' - 3"LED TASK LIGHT BASE CONSTRUCTION WOOD BLOCKING TOP SHELF TO BE 12" ATNON-TASK LIGHT LOCATIONS STEEL SHELVING BRACKET WOOD SHELVING, TYP.STEEL SHELVING STANDARD SECURED TO WOOD BLOCKING BRACKET BEYOND METAL SHELVING END BRACKETTYPICAL AT ALL WALL SHELVING IN ALL AREAS OF LAB AND SUPPORT1' - 4"4' - 0"4' - 0"ALUMINUM GAS MANIFOLDSLOTTED METAL CHANNEL SUPPORT SYSTEMPLUGGED GAS CONNECTIONSRACEWAY WITH POWER AND DATA3' - 0"3' - 0"QUICK CONNECT FIXTURESOUTLET TO POWER BENCHSEE ELEVATIONS FOR DIMENSIONSLENGTH OF SHELFPLANNOTE:1. ALL WIRING SHALL BE CONCEALED AND NOT EXPOSED TO VIEW BETWEEN LIGHT AND BACK OF SHELF2. TASK LIGHT FINISH TO MATCH CASEWORK METAL FINISHTASK LIGHTBRACKET BEYONDSECTIONWOOD SHELF2' - 6"1' - 10"4'-6" AFF7'-0" AFFLED TASK LIGHT BASE CONSTRUCTION WOOD BLOCKING TOP SHELF TO BE 12" ATNON-TASK LIGHT LOCATIONS STEEL SHELVING STANDARD BEYOND SECURED TO WOOD BLOCKING BRACKET BEYOND TYPICAL AT ALL PEGBOARD LOCATIONS IN ALL AREAS OF LAB AND SUPPORTEPOXY PEGBOARDPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE:PLAN DETAIL 3" = 1'-0"4LABORATORY WALL SHELVING - PLANSCALE:SECTION DETAIL 3" = 1'-0"1LABORATORY WALL SHELVING - SECTIONSCALE:DETAIL 1 1/2" = 1'-0"5SLOTTED METAL CHANNEL FRAMING SUPPORT SYSTEM -RCP DETAILSCALE: 6" = 1'-0"3TASK LIGHT DETAILSCALE:SECTION DETAIL 3" = 1'-0"2LABORATORY WALL SHELVING & PEGBOARD - SECTION1 11/30/18 ISSUED FOR CONSTRUCTION
3' - 1"7"4"1"TASK LIGHT -TYPICALADJUSTABLESHELVINGEPOXY BACKSPLASHEPOXY COUNTERTOPWOOD CASEWORK3/8"2' - 0"1" ADJUSTABLE SHELVINGBASE AS SCHEDULED1' - 10"1' - 0"2 1/4"1/8"1"10"2' - 11 1/2"4 3/4"5"2' - 0"1 1/4"1' - 10"EPOXY PEGBOARD ON SHELVING BRACKETSSTAINLESS STEEL TROUGHEPOXY BACKSPLASHEYEWASH / DRENCH HOSEUNDERMOUNT EPOXY SINKSINK SUPPORTWOOD CASEWORK WITH KICK SPACE ATTACHED TO DOORRESILIENT BASE CUT TO FITEPOXY COUNTER TOP WITH MARINE EDGEPROTECTIVE INSULATION @ EXPOSED PIPING3' - 0"EMERGENCY SHOWERSOFFITSHELF WITH LED TASK LIGHT, TYPICALPURE WATER TAP8"LIGHT SWITCH FOR TASK LIGHT WHERE OCCURSSIDE WALL WHERE OCCURS2'-10" MAX.REQUIRED TOE + KNEE CLEARANCE; SEE MOUNTING SCHEDULE3' - 6"8' - 0"2 1/4"6"1'-11 3/4"1"4"3'-1"5"2'-0"1 1/4"EPOXY PEGBOARD ON SHELVING BRACKETSSHELF WITH TASK LIGHT - TYPICAL STAINLESS STEEL TROUGHEPOXY BACKSPLASHEYEWASH / DRENCH HOSEUNDERMOUNT EPOXY SINKSINK SUPPORTWOOD CASEWORKBASE AS SCHEDULEDEPOXY COUNTER TOP WITH MARINE EDGEDRIP EDGE7"4 3/4"2'-11 1/2"1'-10"PURE WATER TAP11"1"5"2' - 0"1 1/4"EMERGENCY SHOWERSOFFIT7"3'-0'' .90.00°48'' MAX AFFPROVIDE ACCESS PANEL FOR VALVE ACCESS ON EXPOSED END8'-0"AFFFLATHEAD STAINLESS STEEL SCREW#4 STAINLESS STEELPLATE2"4"4"3"1 1/2"1 1/2"2"AIR, NITROGEN, AND VACUUMT/COUNTER2'-7 1/4" AFF TYP.3'-1 1/4"AFF AT LABS1 1/2"1"1"EPOXY COUNTERTOPDRIP EDGE3/4 " HARDWOOD EDGE TRIMPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicated20758.0011/30/2018SCALE:SECTION DETAIL 1" = 1'-0"1TYPICAL FIXED CASEWORK AND WALL SHELVINGSCALE:SECTION DETAIL 1" = 1'-0"2ADA LABORATORY SINK AND EMERGENCY SHOWERSCALE:SECTION DETAIL 1" = 1'-0"3TYPICAL SINK SECTIONSCALE:DETAIL 1 1/2" = 1'-0"4EMERGENCY SHOWER PULL STATIONSCALE:DETAIL 3" = 1'-0"5TYPICAL TURRET ESCUTCHEONSCALE:DETAIL 6" = 1'-0"6TYPICAL EPOXY COUNTER FRONT EDGE DETAIL1 11/30/18 ISSUED FOR CONSTRUCTION
Payette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002Vanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423SGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Available Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800Dharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Delta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600T.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-647720758.0011/30/2018EQUIPMENT SCHEDULE - LABPRINCIPALINVESTIGATOR EQUIPMENT ID DESCRIPTION MANUFACTURER MODELFURNISHEDBYFURNISHEDBYFURNISHEDBYWEIGHT LBS WIDTH DEPTH HEIGHTELEC. ELEC. ELEC. ELEC. ELEC. ELEC. ELEC. ELEC. WATER WATER WATER WATER WATERHOUSESERVICESHOUSESERVICESHOUSESERVICESHOUSESERVICESTANKS TANKS TANKS TANKSREMARKSOFOI OFCI CFCIVOLTS AMPS PHASEDISCNTCIRCT OUTLET EM POWER UPSALARMPOINT HW CW ST FD RODI VAC CA NG N2 AR CO2 HE O2CHRIS ALABI EQ-CA-01 Mass Spectrometer (LCMS) Agilent G1956GB X 140 2' - 1 1/4" 2' - 0 1/2" 1' - 11" 240 2 XXCHRIS ALABI EQ-CA-02 HPLC 1 Agilent 1100 Series X 120 1' - 3" 1' - 5" 1' - 8" 120 8CHRIS ALABI EQ-CA-03 HPLC 2 Agilent 1100 Series X 120 2' - 6" 1' - 5" 1' - 8" 120 8CHRIS ALABI EQ-CA-04 HPLC 3 Agilent 1100 Series X 120 2' - 6" 1' - 5" 1' - 8" 120 8CHRIS ALABI EQ-CA-05 Speedvac Savant SC250 X 127 1' - 6" 2' - 1" 1' - 6" 120 1CHRIS ALABI EQ-CA-06 Speedvac PumpX 6" 1' - 4" 1' - 5" 120 1CHRIS ALABI EQ-CA-07 Speedvac CondenserX 1' - 10 1/2" 2' - 0" 1' - 3" 120 1CHRIS ALABI EQ-CA-08 Liquid Handling Robot J-KEM Scientific Custom X 100 4' - 2" 1' - 2" 1' - 4" 120 6XCHRIS ALABI EQ-CA-09 Gravity Oven Thermo Scientific Heratherm X 2' - 1" 2' - 5" 3' - 0" 120 1CHRIS ALABI EQ-CA-10 Combiflash Chromatography System Teledyne RF-200i X 50 1' - 2" 1' - 5" 2' - 0" 120 2XCHRIS ALABI EQ-CA-11 Rotavapor Bucchi R-210 X 40 1' - 11" 1' - 7" 2' - 9" 120 2 XCHILLED WATER PREFERRED. OTHERWISE USERS USE DRY ICECHRIS ALABI EQ-CA-12 Rotavapor Bucchi R-210 X 40 1' - 11" 1' - 7" 2' - 9" 120 2CHRIS ALABI EQ-CA-13 UV Box ApparatusX 2' - 0" 1' - 0" 1' - 1" 120 1CHRIS ALABI EQ-CA-14 Balance (precision) Metler Toledo MS303S X 14 8" 1' - 2" 11" 120 1CHRIS ALABI EQ-CA-15 Balance (precision) Metler Toledo MS303S X 14 8" 1' - 2" 11" 120 1CHRIS ALABI EQ-CA-16 Balance (analytical) Metler Toledo MS104S X 14 8" 1' - 2" 1' - 0" 120 1CHRIS ALABI EQ-CA-17 Balance (analytical) Metler Toledo MS104S X 14 8" 1' - 2" 1' - 0" 120 1CHRIS ALABI EQ-CA-18 Ultrasonicator Bath Fisher Scientific FS29 X 15 1' - 0" 1' - 0" 1' - 0" 120 1CHRIS ALABI EQ-CA-19 Flammable Stor. Refrigerator/Freezer Fisher 10FCEETSA X 120 2' - 0" 2' - 0" 5' - 0" 120 1 XCHRIS ALABI EQ-CA-20 Flammable Storage Cabinet Justrite 899020 X 480 3' - 4" 2' - 0" 3' - 0"CHRIS ALABI EQ-CA-21 Fluorous Purification Module Custom Custom X 10 8" 10" 8"XCHRIS ALABI EQ-CA-22 Freezer -20 VWR X 242 2' - 8" 2' - 3" 5' - 5" 120 1 XCHRIS ALABI EQ-CA-23 Dry Ice StorageX 1' - 10" 1' - 10" 2' - 2"CHRIS ALABI EQ-CA-24 Centrifuge 2 Eppendorf 5417R X 1' - 0" 1' - 8" 9" 120 1CHRIS ALABI EQ-CA-25 Desiccator CabinetX 1' - 0" 1' - 3" 1' - 8"CHRIS ALABI EQ-CA-26 Plate Reader TECAN M1000 X 66 1' - 8" 1' - 8" 10" 120 3COMES W/ A COMPUTERCHRIS ALABI EQ-CA-27 UC FridgeX 1' - 10" 1' - 11" 2' - 7" 120 1CHRIS ALABI EQ-CA-28 CO2 IncubatorX 2' - 8 3/4" 2' - 5" 2' - 9 1/2" 120 1XCHRIS ALABI EQ-CA-29 Incubator Shaker for BacteriaX 1' - 10" 2' - 6" 2' - 0" 120 1CHRIS ALABI EQ-CA-31 MicrowaveX 1' - 6" 1' - 1" 11" 120 1CHRIS ALABI EQ-CA-32 MicroscopeX 1' - 0" 1' - 3" 1' - 10" 120 1CHRIS ALABI EQ-CA-33 Centrifuge 2 Eppendorf 5417R X 1' - 0" 1' - 8" 9" 120 1CHRIS ALABI EQ-CA-34 Refrigerator/Freezer 36"X 3' - 0" 3' - 0" 5' - 8" 120 1 XCHRIS ALABI EQ-CA-36 Stacked Incubator 2X 2' - 2" 2' - 4" 2' - 10" 120 1 XXCHRIS ALABI EQ-CA-37 Centrifuge 2 Eppendorf 5417R X 1' - 0" 1' - 8" 9" 120 1CHRIS ALABI EQ-CA-38 MiliQ Mili-Q A10 X 42 11 3/4" 1' - 8 1/2" 1' - 8 1/2" 120 1XCHRIS ALABI EQ-CA-39 MicroscopeX 1' - 0" 1' - 3" 1' - 10" 120 1CHRIS ALABI EQ-CA-40 Water BathX 2' - 0" 1' - 3" 1' - 4" 120 1CHRIS ALABI EQ-CA-41 Gravity Oven 2 Thermo Scientific X 1' - 7" 1' - 2" 2' - 0" 120 1CHRIS ALABI EQ-CA-43 Cryo TankX 2' - 2" 2' - 2" 2' - 10" 120 1CHRIS ALABI EQ-CA-44 Freezer -80X 2' - 9" 3' - 2" 6' - 6" 120 1 XSHARED W/ RONG YANGCHRIS ALABI EQ-CA-45 UC FridgeX 1' - 10" 1' - 11" 2' - 7" 120 1CHRIS ALABI EQ-CA-46 UC FridgeX 1' - 10" 1' - 11" 2' - 7" 120 1CHRIS ALABI EQ-CA-47 UC FridgeX 1' - 10" 1' - 11" 2' - 7" 120 1NICK ABBOTT EQ-NA-01 Bipotentiostat Pine Instruments AFCBP1 X 1' - 6" 1' - 2" 7" 120NICK ABBOTT EQ-NA-02 Pendant Drop Kruss 25E X 2' - 0" 1' - 4" 1' - 6" 120NICK ABBOTT EQ-NA-03 Rotating Disk Electrode Pine Instruments X 1' - 4" 1' - 8" 2' - 0" 120NICK ABBOTT EQ-NA-04 NIMA Langmuir Trough NIMA Technology 312D X 6' - 0" 2' - 6" 1' - 6" 120NICK ABBOTT EQ-NA-05 KSV Langmuir Trough KSV Instruments X 2' - 0" 1' - 0" 1' - 4" 120NICK ABBOTT EQ-NA-06 Cytometer Bioscience Accuri C6 X 1' - 3" 1' - 4" 1' - 0" 120NICK ABBOTT EQ-NA-07 Polarized Light Microscope Olympus Bx60 X 1' - 0" 2' - 0" 2' - 2" 120NICK ABBOTT EQ-NA-08 Polarized Light Microscope Olympus Bx60 X 1' - 0" 2' - 0" 2' - 2" 120NICK ABBOTT EQ-NA-09 Inverted Microscope Olympus CKX-41 X 2' - 0" 1' - 8" 1' - 8" 120NICK ABBOTT EQ-NA-10 Electron-Beam Deposition System TEK-VAC Industries VES-3000-C X 6' - 0" 5' - 0" 5' - 0" 240 3XXNICK ABBOTT EQ-NA-10 Electron-Beam Chiller TEK-VAC Industries X 1' - 6" 2' - 6" 2' - 0" 240 3XXNICK ABBOTT EQ-NA-11 Ultrasonicator Fisher Scientific F60 X 1' - 0" 1' - 8" 2' - 0" 120NICK ABBOTT EQ-NA-12 Homogenizer Fisher Scientific F60 X 6" 1' - 0" 2' - 0" 120NICK ABBOTT EQ-NA-13 Ultrasonicator Bath Fisher Scientific FS29 X 15 1' - 0" 1' - 0" 1' - 0" 120NICK ABBOTT EQ-NA-14 Refrigerator Fisher Scientific X 2' - 6" 2' - 6" 4' - 0" 1201 of 2NICK ABBOTT EQ-NA-14 Refrigerator Fisher Scientific X 2' - 6" 2' - 6" 4' - 0" 1202 of 2NICK ABBOTT EQ-NA-15 Freezer Fisher Scientific X 2' - 8" 2' - 3" 5' - 5" 120NICK ABBOTT EQ-NA-16 Flammable Storage Cabinet Justrite 899020 X 480 3' - 4" 2' - 0" 3' - 0"1 of 3NICK ABBOTT EQ-NA-16 Flammable Storage Cabinet Justrite 899020 X 480 3' - 4" 2' - 0" 3' - 0"2 of 3NICK ABBOTT EQ-NA-16 Flammable Storage Cabinet Justrite 899020 X 480 3' - 4" 2' - 0" 3' - 0"3 of 3NICK ABBOTT EQ-NA-18 Polarized Light Microscope (gas detection) Olympus CH-40 X 9" 11 1/2" 2' - 4" 120in Fume HoodNICK ABBOTT EQ-NA-19 Polarized Light Microscope (BX-41) Olympus BX-41 X 11" 1' - 3" 1' - 6" 120NICK ABBOTT EQ-NA-20 Fluorescent/Polorized Light Microscope Olympus IX-71 X 1' - 3" 2' - 6" 2' - 1" 120NICK ABBOTT EQ-NA-21 Fluorescent/Polorized Light Microscope Controller Olympus IX-71 X 10" 1' - 5" 1' - 5" 120NICK ABBOTT EQ-NA-22 Infrared Spectrophotometer (FTIR) Thermofisher Nicolet IS 50R FTIR X 2' - 0" 2' - 5" 1' - 6" 120NICK ABBOTT EQ-NA-23 Infrared Spectrophotometer (Research Module) Thermofisher IS 50 X 1' - 8" 2' - 2" 1' - 6" 120NICK ABBOTT EQ-NA-24 Infrared Spectrophotometer (HINDS PEM-90) GWC HINDS PEM-90 X 1' - 0" 1' - 6" 1' - 7" 120NICK ABBOTT EQ-NA-25 Dynamic & Light Scattering (water bath & controller) BI X 9" 1' - 3" 1' - 10" 120NICK ABBOTT EQ-NA-26 Dynamic & Light Scattering (light scattering) BI X 5' - 0" 4' - 0" 1' - 3" 120NICK ABBOTT EQ-NA-32 Licor Dew Point Generator Li-cor LI-610 X 10" 1' - 0" 9" 120NICK ABBOTT EQ-NA-33 Licor Dew Point Generator Li-cor LI-610 X 10" 1' - 0" 9" 120NICK ABBOTT EQ-NA-34 Scanning UV-vis Spectrophotometer Cary 100 X 2' - 0" 2' - 7" 1' - 0" 120NICK ABBOTT EQ-NA-36 UV Cross-Linker Fisher Spectroline Select X 1' - 7" 9" 10" 120NICK ABBOTT EQ-NA-37 Centrifuge 1 Thermo Sorvall Biofuge Primo X 1' - 3" 1' - 5" 1' - 0" 120NICK ABBOTT EQ-NA-38 Centrifuge 2 Eppendorf 5417R X 1' - 0" 1' - 8" 9" 120NICK ABBOTT EQ-NA-40 Circulating Water Bath VWR 1120 X 1' - 0" 1' - 0" 9" 120EQ-NA-41 MiliQ 12"x12"x20" Mili-Q X 1' - 0" 1' - 0" 1' - 8"NICK ABBOTT EQ-NA-42 Vortexer Fisher X 5" 8" 6" 1201/3NICK ABBOTT EQ-NA-42 Vortexer Fisher X 5" 8" 6" 1202/3NICK ABBOTT EQ-NA-42 Vortexer Fisher X 5" 8" 6" 1203/3NICK ABBOTT EQ-NA-43 Oven (fisher 1) Fisher X 2' - 1" 2' - 0" 2' - 5" 120NICK ABBOTT EQ-NA-43 Oven (fisher 1) Fisher X 2' - 1" 2' - 0" 2' - 5" 120NICK ABBOTT EQ-NA-44 Oven (Yamato) Yamato DKN 402 X 1' - 9" 2' - 0" 2' - 9" 120NICK ABBOTT EQ-NA-45 Oven (fisher 2) Fisher X 2' - 0" 2' - 0" 2' - 9" 120NICK ABBOTT EQ-NA-46 Vacuum Oven Fisher Isotemp 281A X 1' - 3" 1' - 5" 2' - 0" 120NICK ABBOTT EQ-NA-47 Balance (denver) Denver A250 X 1' - 0" 1' - 5" 1' - 0" 120NICK ABBOTT EQ-NA-48 Balance (ohaus) OHAUS Adventurer X 8" 1' - 0" 7" 120NICK ABBOTT EQ-NA-49 Balance (mettler) METTLER Toledo AB54 X 9" 1' - 0" 10" 120NICK ABBOTT EQ-NA-50 pH Meter Denver BASIC X 1' - 0" 1' - 0" 1' - 0" 120RONG YANG EQ-RY-01 FTIR Thermofisher Nicolet iS50 Spectrometer X 132 2' - 1" 2' - 3" 11" 120 15XRONG YANG EQ-RY-02 Contact Angle Goniometer rame-hart 250 X 14 1' - 7" 10" 1' - 8" 120 2RONG YANG EQ-RY-03 QCM-D 1 Q-sense E4-electronics X 20 1' - 2 3/16" 8 5/16" 7 1/8" 120 1.6RONG YANG EQ-RY-04 QCM-D 2 Q-sense E4-chamber X 18 9 1/2" 1' - 1 3/8" 4 11/16" 120RONG YANG EQ-RY-05 UV-vis Metler Toledo UV7 X 15 8 3/16" 10 1/8" 9" 120 0.8RONG YANG EQ-RY-06 HPLC 1260 Agilent 1260 Infinity X 134 1' - 3 5/8" 1' - 6 1/2" 2' - 11" 120 5RONG YANG EQ-RY-07 Fluorescent Microscope Olympus IX83 X 104 1' - 1" 1' - 7" 2' - 3" 120RONG YANG EQ-RY-09 Particle Analyzer Beckman Coulter Delsa NanoC X 46.3 1' - 3" 1' - 9 3/4" 8 5/16" 120 3RONG YANG EQ-RY-10 Balance Metler Toledo XS105 X 5 8" 1' - 2" 11" 120RONG YANG EQ-RY-12 pH Meter VWR VWR H30PCD X 5 1' - 0" 1' - 0" 1' - 0" 120RONG YANG EQ-RY-13 Recirculating Heater/Chiller Thermofisher Arctic SC150/A25 X 79.5 10 1/2" 1' - 7" 2' - 4" 120RONG YANG EQ-RY-14 iCVD Reactor Custom X 300 8' - 0" 3' - 0" 3' - 4" 120 80LOCAL SNORKELRONG YANG EQ-RY-15 iCVD Filaments Power Supply bk precision 1715A X 10.5 5 1/2" 1' - 0 1/2" 6 1/4" 120 2RONG YANG EQ-RY-16 iCVD Pump Edwards iQDP80/QMB500 X 359 1' - 3 3/8" 2' - 4" 2' - 8" 240 31 3 X XX EXHAUST REQUIREDRONG YANG EQ-RY-17 Recirculating Heater/Chiller Thermofisher Arctic SC150/A25 X 79.5 10 1/2" 1' - 7" 2' - 4" 120 5RONG YANG EQ-RY-19 Spin Coater Laurell H6-23 X 10 11 5/8" 1' - 4 13/16" 1' - 8" 120 3X X LOCATED IN FUME HOODRONG YANG EQ-RY-20 Rotavapor Bucchi R-210 X 40 1' - 11" 1' - 7" 2' - 9" 120 0.5LOCATED IN FUME HOODRONG YANG EQ-RY-21 Refrigerator/FreezerX 2' - 10" 2' - 9 3/4" 5' - 7 3/4" 120 5RONG YANG EQ-RY-22 Vacuum Desiccator VWR F4200-41111 X 23.75 1' - 4 1/2" 1' - 3 5/8" 1' - 7 1/2"XRONG YANG EQ-RY-25 iCVD Reactor Custom X 300 8' - 0" 3' - 0" 3' - 4" 120 80LOCAL SNORKELRONG YANG EQ-RY-26 iCVD Filaments Power Supply bk precision 1715A X 10.5 5 1/2" 1' - 0 1/2" 6 1/4" 120 2RONG YANG EQ-RY-27 iCVD Pump Edwards iQDP80/QMB500 X 359 1' - 3 3/8" 2' - 4" 2' - 8" 240 31 3 X XX EXHAUST REQUIREDRONG YANG EQ-RY-28 Recirculating Heater/Chiller Thermofisher Arctic SC150/A25 X 79.5 10 1/2" 1' - 7" 2' - 4" 120 5RONG YANG EQ-RY-29 Recirculating Heater/Chiller Thermofisher Arctic SC150/A25 X 79.5 10 1/2" 1' - 7" 2' - 4" 120 5RONG YANG EQ-RY-30 Schlenk Line Manifold Chemglass AF-0450 X 20 3' - 4" 4" 2' - 0" 120X LOCATED IN FUME HOODRONG YANG EQ-RY-31 Schlenk Line Pump Welch DuoSeal High X 128 1' - 0" 1' - 8" 1' - 3" 120 8.8LOCATED IN FUME HOODRONG YANG EQ-RY-32 Vacuum Distilation Apparatus Aldrich Kugelrohr X 2' - 1" 11" 1' - 6" 120 7.5XRONG YANG EQ-RY-33 Recirculating Heater/Chiller Thermofisher Arctic SC150/A25 X 79.5 10 1/2" 1' - 7" 2' - 4" 120 5RONG YANG EQ-RY-36 Centrifuge 2 Eppendorf 5417R X 1' - 0" 1' - 8" 9" 120 6.9RONG YANG EQ-RY-37 MiliQ Mili-Q A10 X 42 11 3/4" 1' - 8 1/2" 1' - 8 1/2" 120 0.5XRONG YANG EQ-RY-38 Plasma Cleaner Harrick Plasma PDC-001-HP X 45 1' - 6" 9" 11" 120 1.5RONG YANG EQ-RY-39 Pump Plasma Cleaner Harrick Plasma PDC-OPD X 58 1' - 5" 11" 1' - 0" 120 2.5EXHAUST ??RONG YANG EQ-RY-40 Ellipsometery J.A. Woollam M-2000 X 100 3' - 4 1/2" 3' - 4 1/2" 2' - 6 5/16" 120 4RONG YANG EQ-RY-41 Vacuum Oven 2X 1' - 8" 1' - 4" 1' - 4 1/2" 120 5XXRONG YANG EQ-RY-44 Refrigerator/FreezerX 2' - 10" 2' - 9 3/4" 5' - 7 3/4" 120 5 XRONG YANG EQ-RY-46 Stacked IncubatorX 1' - 6 1/2" 1' - 8 7/8" 2' - 0" 120 5 XXRONG YANG EQ-RY-47 Centrifuge - UCX 1' - 3" 1' - 11" 1' - 0" 120 12RONG YANG EQ-RY-49 Cell Counter Bio-Rad TC20 X 4.8 7 1/2" 6" 10" 120 1.2RONG YANG EQ-RY-50 Stacked IncubatorX 1' - 6 1/2" 1' - 8 7/8" 2' - 0" 120 5 XX1 11/30/18 ISSUED FOR CONSTRUCTION2 01/07/19 ADDENDUM 02
543545221335322aaaa2a2a2a2aNotes:1. The "a" distance is equal to the minimum of 10% of the least horizontal distance or 0.4*h, but not less than 3ft or 4% of the least horizontal dimension.2. Positive indicates pressure to the building surface, negative indicates suction to the building surface.3. h is the mean roof height.4. Linear interpolation of table is not permitted see ASCE 7 for more information.ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/2" = 1'-0"S0.00180665.0011/30/18GENERAL NOTESGENERAL STRUCTURAL NOTESPART 1 - GENERAL REQUIREMENTS AND DESIGN CRITERIA1.1 Coordinate dimensions with architectural and mechanical drawings.1.2 GENERALA. Unless otherwise noted, details, sections and notes contained in the structural contract documents shall be considered typical for all similar conditions even if not explicitly referenced.B. Loads imposed on the base building structure and temporary conditions intended to accommodate construction means and methods are not explicitly considered in this design. The contractor shall advise the Engineer of Record regarding construction loads and temporary conditions imposed on the building structure.C. Verify in the field all existing conditions and dimensions shown on the Drawings and/or affecting the installation of new work. Discrepancies and conflicts between the new and existing structure shall be brought to the attention of the Architect prior to fabrication and construction of dependent work.1.3 ELEVATIONS & DIMENSIONSA. All dimensions, elevations and conditions shall be verified in the field by the contractors and any discrepancies shall be brought to the attention of the engineer for clarification before proceeding with the affected part of the work. Dimensions and elevations noted in the contract documents as (+/-) and all field conditions shall be verified in the field (V.I.F.) by the contractors prior to the submissions of shop drawings. Upon receipt of shop drawings, the engineer has the right to assume that all field dimensions, elevations and conditions have been verified by the contractors and that the shop drawings accurately reflect such verifications unless stated otherwise on the shop drawings.1.4 BUILDING CODES AND REFERENCED STANDARDSA. 2015 New York State Building CodeB. Existing Building Code of New York State 2010C. ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures1.5 DESIGN LOADSA. Dead Loads: All permanent stationary construction.B. Floor Live loads (uniform/concentrated)1. Classrooms and Labs 50 psf2. Roof20 psf/300 lbs.3. Dunnage 40 psf/300 lbs.C. Roof Snow Load Parameters. Where appropriate, drifting snow loads have been considered in accordance with Section 1610.6 of the Building Code.1. Ground Snow Load, Pg40 psf2. Flat Roof Snow Loads, Pf35 psf3. Snow Exposure Factor, Ce1.04. Snow Load Importance Factor, Is1.255. Thermal Factor, Ct1.0D. Wind Load Parameters1. Basic Wind Speed, V 120 mph2. Wind Exposure B3. Internal Pressure Coefficient ±0.184. Design Wind Pressure: Components and Cladding1.6 VIBRATION CRITERIAA. Expected Vibration Velocity Performance4,000 min./s max.1.7 VERTICAL DEFLECTION LIMITS (ratio to span; max.)A. Typical L/240; 3/4 in.B. Beams below AHU 1/4 in.1.8 SEISMIC LOAD PARAMETERSA. Seismic Use Group IIB. Spectral Response Acceleration, Ss0.126C. Spectral Response Acceleration, S10.056D. Site Class DABBREVIATIONS:WORD or PHRASE ABBREVIATIONASD Allowable Stress DesignAlt. AlternateACI American Concrete InstituteAISC American Institute of SteelConstructionAISI American Iron and Steel InstituteASTM American Society for Testingand MaterialsAWS American Welding SocietyAB Anchor BoltArch. Architect @ AtB or Bot. BottomBEW Bottom Each WayCEP Central Energy PlantCIP Cast-in-PlaceCG Center of GravityCtrd. Centered℄CenterlineClr. ClearCol. ColumnConc. ConcreteCMU Concrete Masonry UnitCRSI Concrete Reinforcing Steel InstituteConst. ConstructionConst. Jt. or CJ Construction JointCont. ContinuousDet. DetailDia. or ∅DiameterDim. DimensionDir. DirectionDwls DowelsDn DownDwg DrawingEa. EachEE Each EndEF Each FaceES Each SideEW Each WayEl. ElevationElev. ElevatorEOS Edge of SlabEOR Engineer of RecordEP Embed PlateEq. EqualExp. Bolt Expansion BoltExp. Jt or EJ Expansion JointExt. Exterior FF Far FaceFt or ' FeetFin. FinishFin. Fl. Finish FloorFl. FloorFD Floor DrainFP Full Penetration WeldFS Footing StepsGalv. GalvanizedGa GaugeGr. GradeGB Grade BeamHP High PointHSS Hollow Structural SectionH or Horiz. HorizontalHEF Horizontal Each FaceHIF Horizontal Inside FaceHOF Horizontal Outside FaceIn. or " InchIncl. Inclusive or IncludingInfo. InformationJt JointK Kip (1,000 pounds)Ksf Kips/Square FootLE Left EndLW LightweightLWC Lightweight ConcreteLRFD Load & Resistance Factor Design LLH Long Leg HorizontalLLV Long Leg VerticalLP Low PointMax. MaximumMech. MechanicalMEP+T Mechanical, Electrical, Plumbingand TechnologyMin. MinimumABBREVIATIONS:WORD or PHRASE ABBREVIATIONNF Near FaceNIC Not In ContractNWC Normal Weight ConcreteNTS Not to ScaleNo. or # NumberOC On CenterO.D. Outer DiameterPl. or ⅊PlatePLF Pounds/Linear FootPVC Polyvinyl ChloridePsf Pounds/Square FootPsi Pounds/Square InchP/C Pre-castRef. ReferenceReinf. Reinforce or ReinforcementRE Right EndRD Roof DrainSect. SectionSC Shear Connector or Slip Critical Bolt SCJ Slab Control JointSH Shear HeadSLV Short Leg VerticalSim. SimilarSJI Steel Joist InstituteSOG Slab-on-GradeSq. SquareSS Stainless SteelStd StandardStl SteelSDI Steel Deck InstituteStiff. StiffenerStr. StructuralSym. SymmetricalT TopT&B Top & BottomTOC Top of ConcreteTOS Top of SteelTOW Top of WallTyp. TypicalUON Unless Otherwise NotedV or Vert.VerticalVEFVertical Each FaceVIFVertical Inside FaceVIFVerify in FieldVOFVertical Outside FaceWWR Welded Wire ReinforcementWP Working PointCOMPONENT AND CLADDING WITH LOADS (PSF) Area (SF)Zone 1PositiveZone 1NegativeZone 2PositiveZone 2NegativeZone 3PositiveZone 3NegativeZone 4PositiveZone 4NegativeZone 5PositiveZone 5Negative</= 10 - -32 - -53 - -80 39 -39 39 -72>/= 500 - -29 - -34 - -81 28 -32 28 -43PART 3 - CONCRETE WORK3.1 CONCRETE MIX PROPERITESA. Element 28 day strength W/C Air Content (Max.)1. Slabs-on-grade 5,000 psi 0.40 6% ± 1.5%2. Interior pads, curbs, and infills 4,000 psi 0.45 as mixed3. Exterior pads 5,000 psi 0.40 6% ± 1.5%4. Foundation Walls 5,000 psi 0.45 6% ± 1.5%B. Portland Cement: ASTM C150, Type II.C. Density1. Normal weight = 145 pcf3.2 BASE PLATE GROUTA. 8,000 psi 28-day compressive strength at fluid consistency.3.2 STEEL REINFORCEMENTA. ASTM A615 Grade 60, deformed. B. ASTM A497 welded wire reinforcement (Use flat sheets only). C. Do not tack or spot-weld crossing bars.D. For horizontal reinforcement provide tension laps and laminate with standard hooks.3.3 POST INSTALLED ANCHORSA. Expansion Anchors: Hilti Kwik Bolt TZ. 1. Install per Hilti installation recommendations. 2. Provide standard depth of embedment as listed by Hilti, U.O.N.B. Adhesive Dowels: Hilti HIT-HY 200 Adhesive 1. Install per Hilti installation recommendations. 2. Provide standard depth of embedment as listed by Hilti, U.O.N.C. Undercut Anchors: Hilti HDA undercut anchors 1. Install per Hilti installation recommendations2. Carbon steel, zinc plated in accordance with ASTM B633 Type III SC 13.4 REINFORCEMENT SHOP DRAWINGSA. Submit for approval, complete bending and placing details of all reinforcement including welded wire reinforcement, indicating position of splices. Include accessory drawings.3.5 MINIMUM CONCRETE CLEAR COVERA. Concrete placed against earth 3 in.B. Slabs-on-grade bottom 3 in.C. Slabs-on-grade top2 in.D. Formed concrete exposed to earth, water or weather 2 in.3.6 EXISTING SURFACE TREATMENTA. Roughen all existing concrete surfaces common with new concrete to amplitude of 1/4 inch.B. Existing concrete shall be considered concrete on this job at construction joints or where a secondary pour is required.3.7 STANDARD SPECIFICATIONS A. CRSI Manual of Standard PracticeB. ACI 318-14 - Building Code Requirements for Structural ConcreteC. Follow the latest recommendations and specifications of the American Concrete Institute:1. ACI 301 Specifications for Structural Concrete2. ACI 302 Concrete Floor and Slab Construction3. ACI 304 Guide for Measuring, Mixing, Transporting and Placing Concrete4. ACI 305 Hot Weather Concreting5. ACI 306 Cold Weather Concreting6. ACI 315 ACI Detailing Manual 7. ACI 347 Guide to Formwork for ConcretePART 4 - STRUCTURAL STEEL4.1 STRUCTURAL SHAPESA. Wide flange and teet sections ASTM A992 (Fy= 50 ksi)B. Hollow Structural Sections ASTM A1085 (Fy= 50 ksi)C. Channel ASTM A36 (Fy= 36 ksi)D. AnglesASTM A36, U.O.N. (Fy= 36 ksi)E. PlateASTM A36, U.O.N. (Fy= 36 ksi)4.2 BOLTED CONNECTIONSA. ASTM A325-N. 4.3 WELDING ELECTRODESA. Conform to AWS Specifications for electrodes based on welding process and the type and grade of steel. E70XX electrodes (MIN.) for fillet welds.4.4 FABRICATIONA. Shop fabricate to greatest extent possible including holes, and connections. B. Submit complete shop drawings from field dimensions for the Architect's approval of all structural steel prior to fabrication.4.5 ERECTIONA. Provide steel wedges, threaded screws, or shims to support and plumb all posts.B. Grout solid under base plates immediately after posts are plumb.C. Set bolts at base plates using template.D. Install beams tight to the underside of the existing concrete slab. Jack the beams into place with screw jacks. Shim all gaps with steel shims hammered into place. Tack weld all shims after installation.E. Submit installation procedures for review.F. Do not field cut or field modify any structural steel without prior written approval by Engineer for each specific case.G. Refer to architectural drawings for fireproofing requirements.4.6 HOT-DIP GALVANIZINGA. All steel, including but not limited to structural members, connection materials and misc. metals, that is exposed to the exterior elements (weather) shall be hot-dip galvanized. All field welds, or areas where hot-dip galvanizing is damaged, shall be touched-up with a zinc-rich paint (“cold galvanizing”) after steel is completely installed. 4.7 FRAMINGA. Beams are equally spaced, U.O.N.B. Locate new posts on centerline of existing beams, U.O.N.C. Center beams on posts, U.O.N.D. Coordinate welding to existing steel with abatement contractor.4.8 STANDARD SPECIFICATIONSA. AISC 360-05 Specification for Structural Steel BuildingsB. AWS D1.1 Structural Welding Code - SteelPART 2 - FOUNDATIONS1. FOUNDATION DESIGN PARAMETERS A. Spread Footings: 1. Footings are designed for a maximum allowable bearing pressure of 2 TSF with soil improved with rigid inclusions.2. EXCAVATIONA. All foundation excavation to be inspected by the Geotechnical Engineer. B. The elevations shown on the drawings are anticipated and actual elevations are to be established in the field by the Geotechnical Engineer, but in no case shall the bottom of spread footings or grade beams be located less than 4 feet 6 inches below the lowest adjacent surface exposed to freezing and 1 foot 6 inches below the bottom of the floor slab for interior spaces.3. BACKFILL UNDER SLAB ON GRADEA. Where required, backfill below foundations and slabs with 12 in layer of compacted crushed stone compacted to 95% density at optimum moisture content as defined by ASTM D1557, Method D and 6 to 12 in layers of approved granular soil placed compacted to 95% density at optimum moisture content as defined by ASTM D1557, Method D. See Geotechnical Report for grain size distribution and fill requirements.4. BACKFILL AGAINST WALLS AND GRADE BEAMSA. Do not backfill against walls until wall concrete is at full design strength.B. Backfill per Geotechnical Report.C. Foundation walls shall have all permanent horizontal construction in place and at full design strength prior to backfilling walls.5. FOUNDATION PLACEMENT AND PROTECTIONA. Do not place foundation concrete in water or on frozen ground. B. Protect in-place foundations and slabs from frost penetration until the project is complete. Do not use salt or chloride compounds to de-ice the site.# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION
TT1'-0"
1
2
THICKEN SLAB AT PERIMETER
EDGES UNLESS OTHERWISE
SHOWN IN PROJECT SECTIONS
CONT. WATERSTOP T3" MIN.CLEAR COVERSUB-BASE
SUBGRADE
NOTES:
1. SEE PLANS FOR SLAB CONSTRUCTION.
2. SEE PLANS, GENERAL NOTES AND/OR SPECIFICATIONS FOR SUB-
BASE AND/OR SUBGRADE REQUIREMENTS.
3. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING BAR
CONCRETE COVER REQUIREMENTS.6"TOP BAR TENSIONLAP SPLICE TYPICAL SEE SCHEDULE0"
TOP BAR
TENSION
LAP SPLICE
TYPICAL SEE
SCHEDULE
0"TOP BAR
TENSION
LAP SPLICESHORIZONTAL
BARS3-#6 VERT.
MATCH LARGER
HORIZONTAL BAR
CORNER DETAIL END DETAIL
ROUGHEN TO 1/4"
AMPLITUDE
DOWEL TO MATCH SIZE AND
SPACING OF HORIZONTAL
WALL REINFORCEMENT.
EMBED 6" INTO (E) WALL
WITH HILTI HIT HY200, SEE
NOTE 1.
(E) WALLNOTES:
1. PROVIDE SIMILAR DOWELS FROM
(N) FOOTING TO (E) WALL.6" (MAX.) SEE MECHANICALDWGS AND SPECIFICATIONSSEE MECHANICAL DWGS.
AND SPECIFICATIONS
1" C.C.NOTE:
1. ADHESIVE GROUTED DOWELS ACCEPTABLE. MATCH REBAR SIZE
AND LOCATIONS SHOWN AND EMBED A MINIMUM OF 2 1/2".
ANGLE EMBEDS, IF REQUIRED.
COORDINATE WITH EQUIPMENT
MANUFACTURER'S REQUIREMENTS AND
WITH MEP DWGS. MIN L4x4x1/4 W/
5/8"Øx4" STUDS AT 1'-6" OC WITH MITER
CUT AT CORNERS
1-#4 EACH CORNER AND AT 2'-0" OC
ALONG EDGES. (DRILL & EPOXY
ADHESIVE ALTERNATE ACCEPTABLE)
SEE TYPICAL CONCRETE CURB
DETAIL IF CURB IS REQUIRED
RAKE FINISH AT PAD
#4 @ 15" EW
TOP BARS
TENSION DEVELOPMENT LENGTH
INCHES (Id)
BAR
SIZE OTHER BARS
3000
PSI
4000
PSI
5000
PSI
3000
PSI
4000
PSI
5000
PSI
COMPRESSION
DEVELOPMENT LENGTH
INCHES
3000
PSI
4000
PSI
5000
PSI
ALL BARS
TENSION LAP/SPLICE LENGTH
INCHES
3000
PSI
4000
PSI
5000
PSI
3000
PSI
4000
PSI
5000
PSI
TOP BARS OTHER BARS ALL BARS
COMPRESSION
LAP/SPLICE LENGTH
INCHES
3000
PSI
4000
PSI
5000
PSI
#3
#4
#5
#6
#7
#8
#9
#10
#11
22 19 17 17 15 13 9 8 8 29 25 2323 20 17 12 12 12
29 25 23 22 19 17 11 10 9 38 33 2930 25 23 15 15 15
36 31 28 28 24 22 14 12 12 47 41 3737 32 29 19 19 19
43 37 34 33 29 26 17 15 14 56 49 4345 38 34 23 23 23
63 54 49 48 42 38 20 17 16 82 71 6364 55 50 27 27 27
72 62 56 55 48 43 22 19 18 94 81 7273 63 56 30 30 30
81 70 63 62 54 48 25 22 21 106 91 8182 71 63 34 34 34
91 79 71 70 61 54 28 24 23 119 103 9193 80 71 38 38 38
101 87 78 78 67 60 31 27 25 132 114 102102 88 78 42 42 42
NOTES:
1. REPLACE EXISTING VAPOR BARRIER AND ADHERE TO REMAINING VAPOR
BARRIER ON ALL SIDES. REFER TO PROJECT SPECIFICATIONS.
2. CONTRACTOR TO COORDINATE LIMITS WITH ALL OTHER TRADES AND
SUBMIT CUTTING PLAN PRIOR TO PROCEEDING WITH THE WORK.
3. PROVIDE THIS DETAIL WHERE SHOWN ON PLAN AND AT ALL CUTS IN
EXISTING SLAB ON GRADE FOR, BUT NOT LIMITED TO, BELOW GRADE
PIPING, DUCT BANKS, CONDUITS, OTHER SUBGRADE WORK, ETC.
NEW PLUMBING LINE.
COORDINATE LOCATION W/
P-SERIES DRAWINGS.
NEW COMPACTED
STRUCTURAL FILL
(E) SLAB
CONSTRUCTION (VIF)
NEW SLAB CONSTRUCTION
MATCH THICKNESS OF (E) 6"
SLAB (VIF)
#4 DOWELS DRILL AND EPOXY
INTO (E) SLAB @ 12" OC.
SEE NOTE 1
#4 @ 1'-6" OC
MIN. PROVIDE
2 BARS (MIN.)
6" (MIN.)
(TYP.)
6" (MIN.)
(TYP.)
6"
(TYP.)
SPLICE LENGTH (MIN.)
WIDTH AS REQUIRED
ALIGN TOP OF SLABS
TYPEQTYPEQArchitect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S0.10
180665.00
11/30/18
CONCRETE TYPICAL
DETAILS
3/4" = 1'-0"
THICKENED SLAB-ON-GRADE AT WALL1 3/4" = 1'-0"
SLAB-ON-GRADE DETAIL2 3/4" = 1'-0"
HORIZONTAL WALL REINFORCEMENT DETAILS3
3/4" = 1'-0"
EQUIPMENT PAD ON SLAB ON GRADE4
3/4" = 1'-0"
REINFORCEMENT DEVELOPMENT LENGTH AND SPLICE
LENGTH SCHEDULE5
1 1/2" = 1'-0"
EXISTING SLAB-ON-GRADE REPLACEMENT6
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02
2L7x4x3/8x0'-9" LONG w/ (2) 3/4"Ø A325-N BOLTS, NOTE 1.C8, SEE PLAN(2) 5/8"Ø HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, EACH ANGLENOTES:1. CUT BOTTOM FLANGE FLUSH TO PROVIDE CLEARANCE AND TOLERANCE FOR CONNECTION OF ANGLE LEGS.1/42 SIDES, TYP.SHIM TIGHT w/ TACK WELDED STEEL SHIMS3"SET AS TIGHT AS POSSIBLE TO RIB FILLETArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1 1/2" = 1'-0"S0.20180665.0011/30/18STEEL TYPICAL DETAILS 1 1/2" = 1'-0"SLAB OPENING REINFORCEMENT7# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION
CA
1
C CA
1
C
RO
1
RO
VAC
1
VP
SAN
1&2
SP
LHW
1
WH
CA
1
DD CA
1
DD
N2
1
GEN
LHWR
1
CP
1 32 4
R
S
T
U
4A
22'-0"1'-0" ± VIF18'-0" ± VIF1'-0"20'-0"1'-0"6'-0" 1'-5" 10'-10" ± VIF 15'-5 1/2" ± VIF 13'-10" ± VIF 6'-2" ± VIF
1'-1 1/2"(N) 17'-9" OPENING1'-1 1/2"10 1/2"4'-0"4'-0"4'-0"4'-0"10 1/2"HSS8x4x3/8
GALV., TYP.
S6.00
1
SOG-1
S6.00
2
S6.00
3
HOUSEKEEPING PAD, SEE
TYPICAL DETAILS. COORDINATE
w/ EQUIPMENT INSTALLER
4'-0"x4'-0"x5'-0" DEEP
PRECAST CONCRETE SUMP
PIT UNIT. COORDINATE w/
PLUMBING DRAWINGS.
S6.00
5
SLAB-ON-GRADE INFILL
BELOW SLAB PIPING, SEE P2.00U FOR SIZE AND
LOCATION. DEMOLISH (E) SLAB-ON-GRADE AND
INFILL SLAB-ON-GRADE PER /6 S0.10
1 2
F
D
E
G
R
S
S1
R1
S6.00
1
L4x4x3/8L4x4x3/8
C8x11.5L4x4x3/8 WT6x32.5GALV.HSS8x4x3/8
GALV., TYP.
G-1
S6.00
2
S6.00
3
GALV.
GALV.GALV.GALV.WT6x32.5GALV.WT6x32.5GALV.WT6x32.5GALV.SCOPE NOTE
1. CARRY ALLOWANCE FOR REPAIRING (E)
CONCRETE ENCASEMENT WITH NON-SHRINK
GROUT AT (N) PENETRATIONS AND CONNECTIONS.
SLAB NOTE G-1
GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS
AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO.
WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT
WITH SAME BAR CONFIGURATION.
SLAB NOTE SOG-1
6" THICK SLAB-ON-GRADE REINFORCED WITH #3 @ 12"
EACH WAY. SLOPE TO DRAIN.
/1 S1.01 &
./2 S1.01
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S1.01
180665.00
11/30/2018
AREAWAY PART PLANS
1/4" = 1'-0"
LEVEL 0 AREAWAY PART PLAN1 1/4" = 1'-0"
LEVEL 1 AREAWAY PART PLAN2
KEY PLAN
2
2
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02
1 32 4 65
O
P
Q
R
S
T
U
S1
R1
4A 5.1
UNREINFORCED BEAM OPENINGS, TYP.
FOR 5"Ø SPRINKLER PIPES.
COORDINATE w/ FP DRAWINGS.
LOCATE WITHIN MIDDLE 1/3 OF BEAM,
GRIND SMOOTH EDGES OF CUT.
2'-3"
2'-3"
2'-3"
32 4 6
D
5
G
H
Q
R
S
U
S1
R1
4A 5.1
COORD. FINAL SIZE
w/ MECH DRAWINGS
S6.01
1
S6.01
5
1
S4.00
2
S4.00
S6.01
7
W14x43
REMOVE RIB
C10x15.3
S6.01
4
C8x11.532 4 65
G
H
S
T
4A
W16x36
W16x36 *
W18x50 W18x50W16x36 *W12x26W16x36
W16x36W16x36 W18x50POST UP FROM
DUNNAGE
G-1AHU
9,000 lbs
S6.01
1
NOTES:
1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS.
2. * INDICATES BEAMS WITH FINAL LOCATION
DEPENDENT ON EQUIPMENT. COORDINATE WITH
INSTALLER.
3. TOS EL = 46'-3" UON.
S6.01
5 TYP. AT (E)
COL.'S
1
S4.00
2
S4.00
17'-3"12'-8"W16x36 *W12x26
S6.01
7
W16x36
2L4x4x3/8
KICKER 2'-6"2'-0"1'-1"HSS7x7x3/8
HSS7x7x5/16H SS7 x 7x5 /16
HS S7x7x5 /16
W18x50
W12x26
W12x26
W12x16
HSS7x7x3/8
POST, TYP.
HANDRAIL, SEE ARCH.
S6.01
2
SEE DETAIL
6/S0.20
EL. 46'-4 1/2"
C8x11.5
SEE ARCH. AND TYP.
DETAILS FOR STAIR
SLAB NOTE G-1
GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS
AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO.
WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT
WITH SAME BAR CONFIGURATION.
SCOPE NOTE
1. CARRY ALLOWANCE FOR REPAIRING (E)
CONCRETE ENCASEMENT WITH NON-SHRINK
GROUT AT (N) PENETRATIONS AND CONNECTIONS.
32 4 65
G
H
S
T
4A
S6.01
1
1
S4.00
2
S4.00
HSS7x7x5/16[-4'-8"]HSS 7x7 x 5/1 6
SL O PE D
HSS7x7x5/16 HSS7x7x5/16
(E) 16WF36(E) 12WF25
TYP. BOTH
ENDS OF HSS
5/16" FULL DEPTH STIFFENERS
ALIGNED w/ EDGES OF HSS, TYP.
WHERE HSS IS ATTACHED TO
BEAM WEB.
HSS4x4x5/16x1'-0" TYP.
AT BEAM CONNECTION
STACK GUY
WIRES BY AHU
INSTALLER
3/4" FORGED
EYE-BOLT
HSS4x4x5/16x0'-6" TYP.
AT POST CONNECTION
CAP PL. 1/2"x4 1/2"x
0'-4 1/2", TYP.
S6.01
2
NOTES:
1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS.
2. TOS EL = 53'-8" UON.
HSS 7x7 x 5/16
SL OPE D
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S1.02
180665.00
11/30/18
THIRD AND FOURTH
LEVEL PART PLANS
3/16" = 1'-0"
LEVEL 3 FRAMING PART PLAN1
3/16" = 1'-0"
LEVEL 4 FRAMING PART PLAN2
3/16" = 1'-0"
DUNNAGE PLAN3 3/16" = 1'-0"
DUNNAGE PLAN - HIGH4
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02
346LEVEL 442'-0"LEVEL 554'-0"54ADunnage46'-3"W16x36HSS7x7x5/16HSS7x7x3/8HSS7x7x5/16HSS7x7x3/8HSS7x7x5/16 SLOPED10'-0"5'-0" 6'-2"13'-10"HSS7x7x3/8TOS = 53'-8"BEAM BEYONDDunnage High53'-8"HSS7x7x5/16HSS7x7x5/16 SLOPEDHSS7x7x3/8LEVEL 442'-0"LEVEL 554'-0"SDunnage46'-3"S6.015Dunnage High53'-8"W16x36GRATING, SEE PLANHSS7x7x5/16HSS7x7x5/16 SLOPEDHSS7x7x3/8ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 3/8" = 1'-0"S4.00180665.0011/30/18DUNNAGE ELEVATIONSAND SECTIONS 3/8" = 1'-0"DUNNAGE FRAME - EAST ELEVATION1 3/8" = 1'-0"DUNNAGE FRAME - NORTH ELEVATION2# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION
LEVEL 1
0"
1
LEVEL 0
-12'-0"
1/2"x3-1/2x0'-3-1/2" PLATE
STIFFENER, TYP.(N) 4'-6" OPENING5'-5"GRATING, SEE PLAN
L4x4x3/8 w/ 3/4"Ø S.S. HILTI KWIK
BOLT TZ w/ 4" EMBEDMENT, TYP.
3 SIDES OF AREAWAY
SOG CONSTRUCTION,
SLOPE TO DRAIN, SEE
PLAN
#4 x 3'-0" LONG DOWEL @
1'-0" OC w/ 4" EMBEDMENT
w/ HILTI HIT HY200
(E) CONC WALL
BASE PL.,
NOTE 1, TYP.
(2) 5/8"Ø S.S. HILTI KWIK
BOLT TZ w/ 4" EMBEDMENT1/4TYP.
HSS8x4
1/4
1/4TYP.
NOTE 3
NOTES:
1. AT END POSTS, OFFSET PLATE.
2. GALVANIZE ALL STEEL AND CONNECTIONS.
3. SEQUENTIAL INSTALLATION OF STEEL IN COORDINATION WITH LEG AND LEG REMOVAL
AND REPLACEMENT OF MASONRY AND DEMOLITION AND RE-GROUTING OF CONCRETE.
4. REINFORCEMENT SIMILAR AT SYMMETRIC FOOTING.
4'-6" 1'-6" 1'-6"
7'-6"1'-6"#4 @ 12" OC CONT.
DOWELS TO MATCH SIZE
AND SPACING OF
VERTICAL REINF.
#7 @ 12" OC VERT.
EACH FACE
#6 @ 12" OC HORIZ.
EACH FACE, CONT.
GROUT INFILL AFTER WT
INSTALLATION
C8x11.5 CONNECTED TO AREAWAY
WALL w/ L6x6x5/16x10" w/ (2) 3/4"Ø A325
BOLTS AT C8 WEB AND (2) 3/4"Ø S.S.
HILTI KWIK BOLTS w/ 4" EMBEDEMENT
AND A 7" GAGE AT AREAWAY WALL.
S6.00
3
EQUIPMENT PAD, COORDINATE
WITH MECHANICAL DRAWINGS.
SEE TYPICAL DETAILS.
S6.00
4
CAP PL. 1/2"x12"x1'-2",
NOTE 1, TYP.
1"
1/2"
COORD. BRICK SHELF
w/ ARCH. DRAWINGS
COORD. TOP OF WALL
ELEV. w/ ARCH. DRAWINGS
4'-6"#4 @ 12" OC CONT.
#7 @ 12" OC
LEVEL 1
0"
1
LEVEL 0
-12'-0"
BRICK
1/2" GAP AT
SOG CONSTRUCTION,
SLOPE TO DRAIN, SEE
PLAN
#6 x 3'-0" LONG @ 1'-0" OC.
PROVIDE 4" EMBEDMENT INTO
(E) CONCRETE WALL w/ HILTI
HIT HY200. DRILL THROUGH (E)
BRICK AS REQUIRED.
LEDGER ANGLE, SEE
/1 S6.00
S6.00
3
#6 x 3'-0" LONG @ 1'-0" OC. PROVIDE 4"
EMBEDMNET INTO (E) CONCRETE
WALL w/ HILTI HIT HY200
LEVEL 1
0"
LEVEL 0
-12'-0"
RS
20'-0"
TYP.
3'-0"1'-6"
TYP.
3'-0"
NOTES:
1. FOR BALANCE OF INFORMATION, SEE
2. INSTALLATION SEQUENCE:
a. CUT SLOT IN MASONRY FOR POST P1, SHIM BASE PLATE AT DESIRED ELEVATION.
b. CUT SLOT IN MASONRY FOR POST P2, SHIM BASE PLATE.
c. REMOVE MASONRY ABOVE LINTEL L1.
d. SAW CUT CONCRETE ABOVE LINTEL L1.
e. INSTALL LINTEL L1, GROUT SOLID BETWEEN REMOVED CONCRETE AND LINTEL, RESTORE MASONRY.
f. REMOVE MASONRY M1 BETWEEN P1 AND P2 AND INSTALL ONE ANCHOR IN EACH BASE PLATE.
g. CUT SLOT IN MASONRY FOR POST P3, SHIM BASE PLATE.
h. REPEAT c THROUGH f FOR L2 AND M2 MASONRY PANEL.
i. REPEAT SEQUENCE FOR P4 & L3 AND P5 & L4.
j. GROUT ALL BASE PLATES.
/1 S6.00
TOOTH IN CUT BRICK
AT JAMBS, TYP.
P4 P3 P1 P2 P5
L3 L2 L1 L4
M3 M2 M1 M4
CL
CL
6" 6"1'-0"7" 7"
1'-2"TYP.2"BASE PLATE IN FIELD
CL
CL
8 1/2" 4 1/2"1'-1"7" 7"
1'-2"2"2 1/2"2"BASE PLATE AT ENDS
LEVEL 0
-12'-0"
PRECAST CONCRETE SUMP PIT,
COORDINATE WITH PLUMBING DRAWINGS
3'-0" MIN. TYP.
(E) SLAB-ON-GRADE
GAS TIGHT PIT COVER, SEE
PLUMBING DOCUMENTS.
COORDINATE RECESS IN SLAB
#4@12" DRILL AND
EPOXY WITH 6"
EMBEDMENT, TYP.
INFILL SLAB-ON-GRADE, SOG-1
SEE /6 S0.10
4'-0"COORDINATE WITH PLUMBING DRAWINGS5'-0"Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S6.00
180665.00
11/30/18
SECTIONS AND DETAILS
3/4" = 1'-0"
AREAWAY SECTION1 3/4" = 1'-0"
AREAWAY SECTION2
1/2" = 1'-0"
AREAWAY ELEVATION3
1 1/2" = 1'-0"
BASE PLATE DETAILS4
3/4" = 1'-0"
SUMP PIT SECTION5
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02
3LEVEL 442'-0"Dunnage46'-3"1/4" PLATE, SEAL WELDEDS6.013DUNNAGE FRAMING, SEE PLANS6.016S6.0163S6.0111'-3"10"2" TYP.2" TYP.(4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN.PL. 3/8"x8"x1'-2"1/4(E) STEEL BEAM BELOWSS1Dunnage46'-3"L6x6x5/16" EACH SIDE OF WEB, FULL-DEPTHGRATING, SEE PLANDUNNAGE FRAMING, SEE PLANSEE TYPICAL DETAILS FOR CONNECTION3/4"Ø A325 BOLTS(E) STEEL COLUMN1/41/42LEVEL 442'-0"(E) SLAB, SEE PLANSEE TYP. DETAILS FOR CONNECTIONCHIP OUT ENCASEMENT AT BEAM CONNECTIONS, RETAIN ANY (E) REINFORCEMENT NOT IN CONFLICT w/ NEW CONNECTION, NOTE 1.(N) BEAM, SEE PLANNOTES:1. FORM AND PLACE NEW CONCRETE ENCASEMENT AFTER COMPLETION OF CONNECTION.(2) 3/4"Ø A325 PRE-TENSIONED BOLTS, TYP.L5x5x1/2 x 0'-6" LONG w/ 3/8"x3"x0'-3" GUSSET PLATE, TYP.HSS GIRT, SEE PLAN1/4" FITTED CAP PLATE, TYP.HSS7x7 POST, SEE PLAN3/163/162 SIDES, TYP.3/16TYP.NOTES:1. AT SLOPED GIRT, PROVIDE 1/2"x0'-6" LONG BENT PLATE WITH 5" VERTICAL LEG AND 6" HORIZONTAL LEG. HORIZONTAL LEG TO MATCH SLOPE OF GIRT. PROVIDE TYPICAL WELD AND STIFFENER.3HSS GIRT, TYPSEE FOR CONNECTION DETAILS/2 S6.01BEAM, SEE PLANM I N. T YP.1 1/2 "
T YP.3 "41'-2"8"2" TYP.2" TYP.(4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN.PL. 3/8"x8"x1'-2"1/4(E) STEEL BEAM BELOWArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedS6.01180665.0011/30/18SECTIONS AND DETAILS 3/4" = 1'-0"DUNNAGE SECTION1 1 1/2" = 1'-0"BASE PLATE DETAIL AT ROTATED POST3 1 1/2" = 1'-0"SECTION5 1 1/2" = 1'-0"SECTION7 1 1/2" = 1'-0"HSS GIRT TO POST CONNECTION2 1 1/2" = 1'-0"HSS GIRT CONNECTION6 1 1/2" = 1'-0"BASE PLATE DETAIL4# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION
FDCTHFDHARzdwgxdwgydwgRISER DESIGNATIONDRAWING NUMBERrdwgSYMBOLS - GENERAL ANNOTATIONSECTION NUMBERCONNECT TO EXISTINGDRAWING NUMBERELEVATION NUMBERDRAWING NUMBERDETAIL / PART-PLAN NUMBERDRAWING NUMBERKEY NOTE##HYDRAULIC CALCULATION NODESINGLE-LINE SYMBOLS - VALVES AND PIPE ACCESSORIESINDICATING ISOLATION VALVECHECK VALVEINDICATING PRESSURE REGULATING ISOLATION VALVENON-INDICATING (DRAIN) VALVEPILOT OPERATED PRESSURE CONTROL VALVEPILOT OPERATED PRESSURE RELIEF VALVEPOST INDICATING ISOLATION VALVESINGLE-LINE SYMBOLS - RISER AND ALARM CHECK VALVESWET-PIPE RISER CHECK VALVEWET-PIPE ALARM CHECK VALVEDRY-PIPE ALARM CHECK VALVEPREACTION ALARM CHECK VALVEDELUGE ALARM CHECK VALVESINGLE-LINE SYMBOLS - BACKFLOW PREVENTERSBACKFLOW PREVENTER - DOUBLE CHECK VALVE ASSEMBLYBACKFLOW PREVENTER - REDUCED PRESSURE ZONE ASSEMBLYSINGLE-LINE SYMBOLS - FIRE HOSE VALVESFIRE HOSE VALVEFIRE HOSE VALVE AND HOSE REELFIRE HOSE VALVE CABINETFIRE HOSE VALVE / HOSE REEL CABINETFIRE HOSE VALVE - PRESSURE REGULATING TYPESINGLE-LINE SYMBOLS - CONNECTIONSFIRE DEPARTMENT INLET CONNECTIONFIRE DEPARTMENT OUTLET HYDRANT CONNECTIONFIRE PUMP TEST HEADER CONNECTIONSYMBOLS - SPRINKLERS AND NOZZLESPENDENT FRAME STANDARD SPRAY PATTERN SPRINKLERTEST AND DRAIN VALVEWET SYSTEM AIR RELEASE VENTPRESSURE RELIEF VALVE (SPRING OPERATED)UPRIGHT FRAME STANDARD SPRAY PATTERN SPRINKLERSIDEWALL FRAME STANDARD SPRAY PATTERN SPRINKLERPENDENT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLERUPRIGHT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLERSIDEWALL FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLERPENDENT FRAME ESFR SPRINKLERUPRIGHT FRAME ESFR SPRINKLERPENDENT FRAME CMSA STORAGE PROTECTION SPRINKLERUPRIGHT FRAME CMSA STORAGE PROTECTION SPRINKLERPENDENT-VERTICAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLERHORIZONTAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLERUPRIGHT FRAME NRTL LISTED ATTIC SPRINKLERUPRIGHT FRAME NRTL LISTED COMBUSTIBLE CONCEALED SPACESPRINKLER360-DEGREE DISCHARGE NOZZLE180-DEGREE DISCHARGE NOZZLEPENDENT FRAME STANDARD SPRAY PATTERN DRY SPRINKLERUPRIGHT FRAME STANDARD SPRAY PATTERN DRY SPRINKLERSIDEWALL FRAME STANDARD SPRAY PATTERN DRY SPRINKLERPENDENT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLERUPRIGHT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLERSIDEWALL FRAME STANDARD SPRAY PATTERN OPEN DELUGESPRINKLERSELECTOR VALVE (GASEOUS AGENTS / WATER MIST)SYMBOLS - EXISTING EQUIPMENT**DASHED LINE-TYPE APPLIES UNIFORMLY TO EXISTING DIV. 21EQUIPMENT AND PIPING; SYMBOLS SHOWN ARE REPRESENTATIVE.EXISTING DIV. 21 EQUIPMENT AND PIPINGREMOVAL OF EXISTING DIV. 21 EQUIPMENT AND PIPINGEXISTING SPRINKLER OR NOZZLEREMOVAL OF EXISTING SPRINKLER OR NOZZLEECWSDRYECDRYDWATER FLOW SWITCHPRESSURE GAUGEABBREVIATIONSACTACOUSTICAL CEILING TILEAFFABOVE FINISH FLOORAFGABOVE FINISH GRADEAHJAUTHORITY HAVING JURISDICTIONARCHARCHITECTBLDG BUILDINGBOP BOTTOM OF PIPEBOR BOTTOM OF RISERCL CENTER LINECMU CONCRETE MASONRY UNITCONT CONTINUATIONDN DOWNDWG DRAWINGELEC ELECTRICALELEV ELEVATIONEX EXISTINGFT FEETGALV GALVANIZEDGPM GALLONS PER MINUTEGWB GYPSUM WALL BOARDHAZMAT HAZARDOUS MATERIALINV INVERTINT INTERLOCKMAX MAXIMUMMIN MINIMUMMECH MECHANICALMISC MISCELLANEOUSM METERSMM MILLIMETERSNA NOT APPLICABLENAS NO AUTOMATIC SPRINKLERSNHS NATIONAL HOSE STANDARDNC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNRTL NATIONALLY RECOGNIZED TESTING LABORATORYNTS NOT TO SCALEQTY QUANTITYSQFT SQUARE FEETSQM SQUARE METERSLPM LITERS PER MINUTETEMP TEMPERATURETOR TOP OF RISERTYP TYPICALW/ WITHABBREVIATIONS - SYSTEM DESIGNATIONSCA CLEAN AGENTDFM DRY STANDPIPE FEED-MAINDSP DRY SPRINKLERDST DRY STANDPIPEFDC FIRE DEPARTMENT CONNECTIONFSP FOAM-WATER SPRINKLERFWS FIRE WATER SERVICEHCO2 HIGH PRESSURE CARBON DIOXIDELCO2 LOW PRESSURE CARBON DIOXIDEPSP PREACTION SPRINKLERSD SPRINKLER DRAINWBFS WATER-BASED FIRE SUPPRESSIONWCST WET COMBINATION SPRINKLER / STANDPIPEWFM WET STANDPIPE FEED-MAINWSP WET SPRINKLERWST WET STANDPIPEWMST WATER MISTABBREVIATIONS - EQUIPMENT & MATERIALSACVALARM CHECK VALVEATSAUTOMATIC TRANSFER SWITCHBFP BACKFLOW PREVENTERBV BUTTERFLY OR BALL INDICATING VALVEDAV DRY-PIPE ALARM VALVEDVCA DOUBLE CHECK VALVE ASSEMBLYDCDA DOUBLE CHECK VALVE DETECTOR ASSEMBLYDRA DRY-PIPE MAIN RISER ASSEMBLYFHV FIRE HOSE VALVEFHVC FIRE HOSE VALVE CABINETFHZC FIRE HOSE VALVE & ZONE CONTROL ASSEMBLY FPU FIRE PUMPFPUC FIRE PUMP CONTROLLERFRA FOAM-WATER SPRINKLER MAIN RISER ASSEMBLYFS FLOW SWITCHLPS LOW PRESSURE SWITCHNRS NON RISING STEM GATE VALVEOSY OUTSIDE SCREW & YOKE INDICATING VALVEPIV POST INDICATING VALVEPIVW POST INDICATING VALVE - WALL MOUNTPMP PRESSURE MAINTENANCE PUMPPMPC PRESSURE MAINTENANCE PUMP CONTROLLER PRA PREACTION MAIN RISER ASSEMBLYPRAC PREACTION MAIN RISER ASSEMBLY CABINETPRV PRESSURE REGULATING VALVEPS PRESSURE SWITCHRPZA REDUCED PRESSURE ZONE ASSEMBLYSDR SPRINKLER DRAIN RISERTH TEST HEADERTS TAMPER SWITCHWAV WET-PIPE ALARM VALVEWRA WET-PIPE MAIN RISER ASSEMBLYZCA ZONE CONTROL ASSEMBLYZCAC ZONE CONTROL ASSEMBLY CABINETABBREVIATIONS - GENERAL NOTE NOT ALL ABBREVIATIONS USED FOR THIS PROJECTSYMBOLS - GENERAL NOTENOT ALL SYMBOLS USED FOR THIS PROJECTXXXECDRYESFRESFRCMSACMSAWSACCArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NONEFP0.0129313.0011/30/18FIRE PROTECTION -SYMBOLS &ABBREVIATIONS# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
FIRE PUMP MODELEXISTING FIRE PUMP TEST RESULTSDATE CONDUCTEDFIRE PUMP RATEDCAPACITYCHURN(PSI)FLOW(GPM)FLOW(PSI)FIRE PUMP LOCATIONNOTESSTANDPIPE SYSTEM INSTALLATIONSPRINKLER SYSTEM INSTALLATIONGENERAL REQUIREMENTSFIRE PROTECTION DOCUMENT SUBMITTAL PROCESSSTANDPIPE SYSTEM DESIGN CRITERIA - NFPA 14SPRINKLER / STANDPIPE SYSTEM IMPAIRMENTS1. SPRINKLER SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 AS REFERENCED BY THEBUILDING CODE.2. SPRINKLERS SHALL BE PROVIDED THROUGHOUT INCLUDING BUT NOT LIMITED TO:A. ELECTRIC ROOMS AND CLOSETSB. TEL/DATA CLOSETSC. ENTRY VESTIBULESD. TOP AND BOTTOM OF STAIRWELLSE. UNDERNEATH UN-ENCLOSED STAIR LANDINGSF. BATHROOMS3. ALL SPRINKLERS IN SPACES WITH FINISHED CEILINGS SHALL BE INSTALLED CENTER OF TILE OR ALIGNEDWITH CEILING COMPONENTS WITH NO VISIBLE DEVIATION AND IN ACCORDANCE WITH ARCHITECTURALREFLECTED CEILING PLAN.4. PROVIDE ADDITIONAL SPRINKLERS BEYOND CODE REQUIRED MINIMUMS TO PROVIDE SYMMETRICALLAYOUTS AND AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN.5. ALL PENDENT SPRINKLERS IN AREAS WITH FINISHED CEILINGS SHALL BE INSTALLED ON RETURN BENDSCONNECTED TO THE TOP OF THE SUPPLYING BRANCH PIPE OR FLEXIBLE SPRINKLER CONNECTIONS.6. ALL UPRIGHT SPRINKLERS SHALL BE INSTALLED IN WITH 1" RISER NIPPLES AND REDUCING FITTINGS INACCORDANCE WITH DETAILS.7. BUSHINGS SHALL NOT BE USED.8. ALL PIPING SHALL BE ARRANGED TO DRAIN BACK TO CONTROL VALVE ASSEMBLY. WHERE PIPING CANNOTDRAIN BACK TO CONTROL VALVE ASSEMBLY PROVIDE ADDITIONAL DRAIN CONNECTIONS IN ACCORDANCEWITH NFPA 13 REQUIREMENTS.9. MAINTAIN REQUIRED CLEARANCES FROM INCLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS ANDCEILING MOUNTED EQUIPMENT IN ACCORDANCE WITH NFPA 13 REQUIREMENTS.10. MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN SPRINKLER DEFLECTOR AND TOP OF STORAGEAND SHELVING.11. PROVIDE INTERMEDIATE OR HIGH TEMPERATURE RATED SPRINKLERS WHERE REQUIRED BY NFPA 13 ORWHERE AMBIENT TEMPERATURE MAY EXCEED SPRINKLER MAXIMUM AMBIENT TEMPERATURE RATING.12. ALL PAINTED OR OTHERWISE DAMAGED SPRINKLERS OR COVERPLATES SHALL BE REPLACED WITH NEW.13. PROVIDE AND INSTALL GUARDS ON SPRINKLERS SUSCEPTIBLE TO MECHANICAL DAMAGE INCLUDING, BUTNOT LIMITED TO SPRINKLERS IN MECHANICAL ROOMS, AND SPRINKLERS INSTALLED LESS THEN 7' AFF.14. PROVIDE DRY TYPE SPRINKLERS IN ALL WALK-IN COOLERS/FREEZERS AND ENTRY VESTIBULES.1. PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BEABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT.THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS ANDTHE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, ANDTHE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY TOMAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL.2. MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENT CONFLICTWITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS.3. ALL COMPONENTS SHOWN ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.4. MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED PIPING SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIRED CLEARANCES.5. SYSTEMS SHALL RUN IN A RECTILINEAR FASHION.6. MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORKCOMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY.7. ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, ANDSHALL BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS.8. THREADED ROD SHALL NOT BE FORMED OR BENT. ALL BOWED, BENT OR OTHERWISE DEFORMED THREADED RODSHALL BE REPLACED WITH NEW.9. ALL CONTROL VALVES SHALL BE INSTALLED SO THAT THE POSITION INDICATOR IS VISIBLE FROM THE FLOOR BELOW.10. PROVIDE IDENTIFICATION AT CONTROL VALVES, DRAIN VALVES AND TEST CONNECTIONS INDICATING VALVE FUNCTIONAND PORTION OF SYSTEM CONTROLLED.11. PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATEDFLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS.12. WHEN THE WORK IS NEARING COMPLETION, THE FIRE PROTECTION CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HERDESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, ANDPREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TOTHE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT.1. STANDPIPE SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 14 AS REFERENCED BY THE BUILDINGCODE.2. PROVIDE CONTROL VALVE AT CONNECTION OF EACH STANDPIPE TO FEED MAIN.3. PROVIDE DRAIN VALVE AT THE BASE OF EACH STANDPIPE.4. PROVIDE HOSE CONNECTION AT TOP LANDING OF STAIRS WITH STAIRWAY ACCESS TO ROOF. PROVIDE ROOFMANIFOLD WITH POST INDICATING VALVE THROUGH ROOF AT TOP OF STAIRS WITHOUT STAIRWAY ACCESS TO ROOF.5. PROVIDE TWO HOSE CONNECTIONS AT TOP OF HYDRAULICALLY MOST REMOTE STANDPIPE.6. PROVIDE PRESSURE GAUGE WITH CONTROL VALVE AND DRAIN PLUG AT THE TOP OF EACH STANDPIPE.7. PROVIDE AIR RELIEF VALVES AT THE TOP OF EACH STANDPIPE.1. THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO SATISFY THE STATE BUILDING CODE REQUIREMENTSFOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY AREINTENDED TO BE USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OFALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. SHOPDRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTIONSYSTEM INSTALLATION PERMITS OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS ARE REQUIRED BY THEAUTHORITY HAVING JURISDICTION.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL INCLUSIVEOF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTIONDOCUMENTS.4. SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIEDDESIGNER AND SHALL INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERINGSEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.5. THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALSPREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING ORRECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALLBE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR.HOSE ALLOWANCE(GPM)(SQ FT)MAX AREA PER SPRINKLER(SQ FT)CALCULATION AREADESIGN DENSITY(GPM/SQ FT)OCCUPANCY CLASSIFICATIONAREA DESCRIPTIONLIGHT HAZARD/HC-1 OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS 0.10 1500 225 100LIGHT HAZARD/HC-1 MEETING ROOM, CONFERENCE ROOM0.10 1500 225 100SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 / FM GLOBAL DS 3-26ORDINARY HAZARD I/HC-2 MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA 0.2 2500 130 250LIGHT HAZARD/HC-1CLASSROOM, EDUCATIONAL0.10 1500 225 100ORDINARY HAZARD II/HC-2 LABORATORIES (USING CHEMICALS) - CLASS A AND B 0.20 2500 130 250NOTES:*REQUIRED SYSTEM FLOW AND PRESSURE CRITERIA SHALL BE THE GREATER OF THE AREA / DENSITY CRITERIASYSTEM DESIGN CRITERIA SHALL MEET BOTH NFPA 13 OCCUPANCY HAZARD CLASSIFICATION AND FM GLOBALHAZARD CLASSIFICATION DESIGN CRITERIA11/6/17 PATTERSON 750 BASEMENT 144177 750 -NOTE:SHOP DRAWING HYDRAULIC CALCULATION(S) SUBMITTAL SHALL BE BASED UPON WATER SUPPLY DATA OBTAINED FROM TESTING PERFORMED WITHIN TWELVE (12) MONTHS OFSUBMITTAL DATE. CONTRACTOR SHALL PERFORM ADDITIONAL FIRE PUMP TESTS AS REQUIRED TO SATISFY THIS REQUIREMENT.NFPA 14CLASSMAXIMUM STATICPRESSURE (PSI) PRESSURE (PSI)MINIMUM RESIDUALDESIGN FLOW (GPM)SINGLE OUTLETDESIGN FLOW (GPM)TOTAL SYSTEMNOMINAL SIZE (IN)FDV OUTLETOUTLET LOCATIONSCLASS - MANUAL EGRESS STAIRS - MAIN LANDING2 1/2 175 100 250 750 | 10001. PREPARE, IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), AFORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING:A. STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION.B. DURATION AND TIMING OF FIRE SPRINKLER AND STANDPIPE SYSTEM SHUTDOWNS.C. NECESSARY PROVISIONS FOR TEMPORARY WATER SUPPLIES AND CONNECTIONS TO EXISTING FIRESPRINKLER / STANDPIPE SYSTEMS TO REMAIN IN SERVICE.D. PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION.2. COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRESAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR.3. FIRE DEPARTMENT CONNECTIONS: ALL BUILDING FIRE DEPARTMENT CONNECTIONS MUST REMAIN IN SERVICETHROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONS AS NECESSARY TOMAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED.4. WET STANDPIPES: AT LEAST ONE BUILDING WET-PIPE STANDPIPE MUST REMAIN IN SERVICE THROUGHOUT THEDURATION OF CONSTRUCTION. ALL BUILDING WET-PIPE STANDPIPES MUST REMAIN IN SERVICE DURING NORMALBUSINESS HOURS.5. SPRINKLERS OUTSIDE OF WORK AREA: SPRINKLERS PROTECTING AREAS OUTSIDE OF THE WORK AREA MUSTREMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONSAS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED.6. SPRINKLERS WITHIN WORK AREA: SPRINKLERS PROTECTING AREAS WITHIN THE WORK AREA SHALL REMAIN INSERVICE WHEN SYSTEM IS NOT BEING MODIFIED. WHERE SPRINKLER SYSTEM IMPAIRMENTS ARE PROLONGED ASDETERMINED BY THE AHJ, TEMPORARY HEAT DETECTION OR APPROVED EQUIVALENT SHALL BE PROVIDED.7. SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN ON SUCCESSIVE FLOORS FOR ANY DURATION.8. SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN FOR ANY DURATION UNTIL TEMPORARY HEAT DETECTION HAS BEENINSTALLED.ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 12" = 1'-0"FP0.0229313.0011/30/18FIRE PROTECTION -NOTES & DESIGNCRITERIA# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
FFFFFFF FFFFFF F FFFFFFFDDDDDDDDDDDDDDDD21346785QPRSTO10U9S1R14AQ15.13" PSP3" PSPEXISTINGFIRE PUMP ANDFIRE SERVICEREMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH EXISTING STANDPIPE, FEED AND VALVESREMOVE AND REPLACE EXISTING OS&Y STANDPIPE CONTROL VALVE REMOVE EXISTING PRE-ACTION SYSTEM PIPING BACK TO EXISTING PRE-ACTION VALVERoomB00UJRoomB78ARoomB00SARoomB59RoomB54RoomB52RoomB56RoomB55RoomB57RoomB78RoomB77RoomB00UKRoomB00UARoomB00UBRoomB00UCWET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FP1.0029313.0011/30/18FIRE PROTECTION -LEVEL 0 DEMOGENERAL NOTES:1.REFER TO FP0.02 FOR IMPAIRMENT NOTES.2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
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FFFFFFFFFFFFFFFFFFFFDDDDDD21346785QPRSTOUS1R14AQ15.1EXISTING STANDPIPE, FEED AND VALVESRoom100CKRoom167FRoom100CGRoom100CJRoom167ERoom167CRoom167DRoom168Room170BRoom169Room165BRoom156Room158Room158BRoom167ARoom170ARoom167BRoom160Room100SARoom162Room158ARoom167Room170Room165Room100UARoom100CARoom100JARoom100UBRoom100CHRoom100UFRoom167GWORK AREA2WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FP1.1029313.0011/30/18FIRE PROTECTION -LEVEL 1 DEMOGENERAL NOTES:1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS THROUGHOUT IDENTIFIED AREA. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
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FFFFF FDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD21346785QPRSTOU9S1R14AQ15.14" WSP4" WSP4" WSPEXISTING TO REMAIN STANDPIPE, FEED AND VALVESREMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE EXISTING MAIN AS SHOWN. RESUPPLY EXISTING TO REMAIN MAIN AND SPRINKLERS VIA NEW MAIN SHOWN ON NEW WORK PLANS. Room200SDRoom255ARoom270ARoom275ARoom275Room265CRoom278ARoom258Room275BRoom260Room200SARoom265ARoom252Room254Room256Room260ARoom272Room276Room278Room274Room270Room267Room265BRoom265Room200JARoom200UARoom200UBArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FP1.2029313.0011/30/18FIRE PROTECTION -LEVEL 2 DEMOGENERAL NOTES:1.REFER TO FP0.02 FOR IMPAIRMENT NOTES.2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
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FFFFF FFDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD21346785QPRSTOU9S1R14AQ15.1EXISTING TO REMAIN STANDPIPE, FEED AND VALVESREMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE EXISTING MAIN AS SHOWN. RESUPPLY EXISTING TO REMAIN MAIN AND SPRINKLERS VIA NEW MAIN SHOWN ON NEW WORK PLANS. Room365ARoom365DRoom355Room365ERoom365CRoom361Room365FRoom358Room300CDRoom378Room360Room300SARoom375Room362Room377Room352Room354Room356Room365Room379Room365GRoom300JARoom300UARoom300UBArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FP1.3029313.0011/30/18FIRE PROTECTION -LEVEL 3 DEMOGENERAL NOTES:1.REFER TO FP0.02 FOR IMPAIRMENT NOTES.2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
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F F FFFFFFHOSE ALLOWANCE(GPM)(SQ FT)MAX AREA PER SPRINKLER(SQ FT)CALCULATION AREADESIGN DENSITY(GPM/SQ FT)OCCUPANCY CLASSIFICATIONAREA DESCRIPTIONSPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13ORDINARY HAZARD I/HC-2 MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA 0.2 2500 130 25021346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1WORK AREAEXISTINGFIRE PUMP ANDFIRE SERVICEEXISTING TO REMAIN STANDPIPE, FEED AND VALVESREPLACE EXISTING 2 1/2" FDV WITH NEW DUE TO VISIBLE CORROSIONREPLACE EXISTING OS&Y STANDPIPE CONTROL VALVE WITH NEW DUE TO VISIBLE SIGNS OF LEAKAGE AND AGEPROVIDE NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY1PLBG2PLBGMECHANICALB00UARoomB00SARoomB59RoomB54RoomB52RoomB56RoomB55RoomB57RoomB78RoomB00UBRoomB00UC? ??2" WSP2" WSPBORPROVIDE SPRINKLER PROTECTION BELOW ALL OBSTRUCTIONS WHICH ARE 48" OR MORE IN WIDTH. SUPPLY SPRINKLERS FROM NEW BRACNLINES.WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedFP2.0029313.0011/30/18FIRE PROTECTION -LEVEL 0GENERAL NOTES:1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13.2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13.6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
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FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFHOSE ALLOWANCE(GPM)(SQ FT)MAX AREA PER SPRINKLER(SQ FT)CALCULATION AREADESIGN DENSITY(GPM/SQ FT)OCCUPANCY CLASSIFICATIONAREA DESCRIPTIONSPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13LIGHT HAZARD/HC-1 MEETING ROOM, CONFERENCE ROOM0.10 1500 225 10021346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1SUPPLY NEW SPRINKLERS FROM EXISTING BRANCHPIPING TO COORDINATE WITHARCHITECTURAL CHANGESEXISTING TO REMAINSTANDPIPE, FEEDAND VALVESLAB WRITE-UP162LAB WRITE-UP160LAB WRITE-UP158OFFICE158BLAB WRITE-UP170LAB WRITE-UP170ALAB WRITE-UP170BLAB WRITE-UP169OFFICE168OFFICE167ACONFERENCEROOM167BOFFICE167COFFICE167DOFFICE167ERoom100CKRoom167FRoom100CGRoom100CJRoom165BRoom100SARoom165Room100UARoom100JARoom100UBCORRIDOR100CHRoom100UFRoom167GOFFICE156COLLABORATION167WORK AREAWET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. SUPPLY NEW SPRINKLERS FROM EXISTING SPRINKLER SYSTEM.3ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedFP2.1029313.0011/30/18FIRE PROTECTION -LEVEL 1GENERAL NOTES:1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13.2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13.6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. P7.ROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 1/7/18 ADDENDUM 02DocuSign Envelope ID: A68187EC-60AD-476B-AE6F-1852E70EE57E1/4/2019
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FHOSE ALLOWANCE(GPM)(SQ FT)MAX AREA PER SPRINKLER(SQ FT)CALCULATION AREADESIGN DENSITY(GPM/SQ FT)OCCUPANCY CLASSIFICATIONAREA DESCRIPTIONSPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13ORDINARY HAZARD II/HC-2 LABORATORIES (USING CHEMICALS) - CLASS A AND B 0.20 2500 130 25021346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1EXISTING TO REMAIN STANDPIPE, FEED AND VALVESPROVIDE NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLYWORK AREA1PLBG2PLBG? ??TISSUE CULTURE(MAMMALIAN)276BTISSUE CULTURE(BACTERIAL)276CGLASSWASH276ALAB WRITE-UP260LAB WRITE-UP269OPEN RESEARCHLAB276? ??? ??? ??iCVD ROOM276DRoom200SDRoom255ARoom252Room254Room256Room267CO2 CLOSET200JAELECTRICAL200UAPLUMBING200UBACCESSIBLERESTROOM200TC? ??4" WSP2 1/2" WSP2 1/2" WSP4" WSP11112ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedFP2.2029313.0011/30/18FIRE PROTECTION -LEVEL 2GENERAL NOTES:1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13.2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13.6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. SHEET NOTES:COORDINATE EXACT BEAM PENATRATION LOCATIONS FOR SPRINKLER BRANCH LINES WITH STRUCTURAL ENGINEER. 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
HOSE ALLOWANCE(GPM)(SQ FT)MAX AREA PER SPRINKLER(SQ FT)CALCULATION AREADESIGN DENSITY(GPM/SQ FT)OCCUPANCY CLASSIFICATIONAREA DESCRIPTIONSPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13ORDINARY HAZARD II/HC-2 LABORATORIES (USING CHEMICALS) - CLASS A AND B 0.20 2500 130 250LIGHT HAZARD/HC-1 OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS 0.10 1500 225 100FFFFFFFFFFFFFFFF
F21346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1WORK AREA4" WSPEXISTING TO REMAIN STANDPIPE, FEED AND VALVESPROVIDE NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY4" WSP4" WSP4" WSP2 1/2" WSP2 1/2" WSPM4M2M3M1S1B1S2B2S3B3S4B4S6B6S7S8B8B7S9B9S17B16S18B17S19B18S20B19S30B35S31B36S32B37B38B39S27B30S28B31S29B32B33B34TORM7S11B12S14B13S5B5M9M10S10S12S15S21S22S23S24S13S16S25S26M11CALCULATION AREAB10B11B15B20B14B21B22B24B23RESEARCH LAB367LIGHT SCATTERING367BSUPPORT 1367DLAB WRITE-UP362E-BEAMDEPOSITION ROOM367FLAB EQUIPMENT367ESUPPORT 2367CFLUORESCENCEMICROSCOPE367ASTAIRS300SARoom352Room354Room356PURE WATERCLOSET300JAELECTRICAL300UAPLUMBING300UBRoom358CONFERENCEROOM360B40B41B42B43S35S34S33B25??2" WSP2" WSP2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedFP2.3029313.0011/30/18FIRE PROTECTION -LEVEL 3GENERAL NOTES:1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13.2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13.6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. DENSITY:HYDRAULIC SPRINKLER DESIGN DATA:HAZARD:AREA:SPRINKLERSFLOWING:HOSE ALLOWANCE:TOTAL:SAFETY FACTOR:CALCULATION #:@SPRINKLER DEMAND:@ PUMP DISCHARGE0.20 GPM / SQ.FT.ORDINARY GROUP 22500 SQ.FT.250 GPM17.0 PSI1083 GPM833 GPM91 PSI351# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
SCALE:SCALE:SCALE:SCALE:UPRIGHT SPRINKLERSCALE: NONERETURN-BEND PIPING2NONEPIPING SUPPORT1NONE34 - INCH FLUSHING CONNECTION4NONEBRANCHLINE FLUSHING CONNECTION5NONESUPPORT HORIZONTALOFFSETS GREATER THAN 12"FROM STRUCTUREFINISH CEILINGSPRINKLER BRANCHPIPINGCONCENTRIC ONE-PIECEREDUCERPENDENT SPRINKLER**CONCEALED SHOWN FOR ILLUSTRATION ONLY, SEESPECIFICATIONS FOR PROJECT SPECIFIC REQUIREMENTSSTRUCTURE1" RETURN-BENDCONNECTED TO TOPOF BRANCH PIPINGNFPA 13 MINIMUM REQUIRED HANGER ROD SIZESPIPE SIZE DIAMETER OF RODUP TO AND INCLUDING 4" 3/8"5", 6", 8" 1/2"10", 12" 5/8"CONCRETE SLABATTACHMENT TOCONCRETE STRUCTUREPIPE HANGERS FORNPS 4" AND LARGERTHREADED RODTHREADED ROD CONCRETE ANCHORTHREADED RODATTACHMENT TOSTEEL STRUCTURESTRUCTURALSTEEL MEMBERBEAM CLAMP WITHRESTRAINING STRAPPIPE HANGERS FORNPS 3" AND SMALLERBAND HANGERTHREADED RODCLEVIS HANGERSURGE RESTRAINTPROVIDE SURGE RESTRAINT AT HANGER VIA RESTRAINTCLIP OR THREADED ROD EXTENSION TO PIPE SURFACE ASREQUIRED BY NFPA 13.1. END OF BRANCH PIPING WHERE MAXIMUM SYSTEMPRESSURE EXCEEDS 100 PSI.2. RETURN BEND OFFSETS GREATER THAN 12" WHEREMAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI.3. RETURN BEND OFFSETS GREATER THAN 24"SPRINKLER BRANCH PIPING1" SPRIG UP (PROVIDESUPPORT FOR SPRIG UPS 4FT OR LONGER)CONCENTRIC ONE-PIECEREDUCERUPRIGHT SPRINKLERPOSITION DEFLECTOR W/RESPECT TO STRUCTURALELEMENTS PER NFPA 13REQUIREMENTS FORCONSTRUCTION TYPEUNDERSIDE OF STRUCTUREPROVIDE TWO(2) 2 1/2" FULL PORTBALL VALVES AND PLUGS AT THEEND OF 4-INCH SPRINKLER PIPINGFOR FLUSHING ACCORDANCE WITHCORNELL STANDARDSPROVIDE LINE SIZE FULL-PORT BALLVALVE AND PLUG AT THE END OF ALLBRANCHLINES 2 1/2" AND SMALLER INACCORDANCE WITH CORNELLSTANDARDSArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 12" = 1'-0"FP6.0129313.0011/30/18FIRE PROTECTION -DETAILS# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
ARFIRE SUPPRESSION GENERAL NOTES:WFMWFMFDCFWSFDCFWSFWS(2) 8"UNDERGROUND FIRE SERVICE (STREET NAME)(REFER TO CIVIL DRAWINGS FORADDITIONAL DETAILS)(2) 6" DCVAPMP-1FP-1STAIR ASPD SPILL TO OED(3)2-1/2"x6"FIRE DEPARTMENTINLETCONNECTION(3)2-1/2"x6"FIRE DEPARTMENTINLET CONNECTION(3)2-1/2"x6"FIRE PUMPTESTHEADERSTAIR BFHVFHV4"2 1/2"4"6"1. THIS RISER DIAGRAM IS DIAGRAMMATIC AND IS NOTINTENDED TO BE PRECISE; IT IS NOT INTENDED TOSPECIFY OR TO SHOW EVERY OFFSET, FITTING ANDCOMPONENT. THE PURPOSE OF THE DIAGRAM IS TOINDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTSOF THE SYSTEMS AND THE APPROXIMATE GEOMETRICRELATIONSHIPS.6"6"8"FHV3"LOW POINT DRAIN(CLOSED DURING TESTING)FHVZCAFHVZCAFHVFHVFHVZCAFHVZCAFHVZCA1FP-5012FP-501LEVEL 123'-6"3RD LEVEL56'-6"PENTHOUSE68'-6"BASEMENT11'-6"2ND LEVEL42'-6"FWS(U)8"8"NCTHFDCRCVTHFDCFDCROOF MANIFOLDWSP (LEVEL 1)WSP (BASEMENT LEVEL)WSPWSPWSP WSP (LEVEL 2)WSP WSP (LEVEL 3)WSPWSP (LEVEL 4)FWS(U)ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 12" = 1'-0"FP7.0129313.0011/30/18FIRE PROTECTION -RISER# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
XXYXYXYZXSPIPE ACCESSORIESSYMBOLSPLUMBING FIXTURESREFERENCEPIPE FITTINGS* NOT ALL SYMBOLS MAY BE APPLICABLE TO THIS PROJECTCHECK VALVEPIPE DIRECTION OF SLOPE DOWNHOSE BIBBBALL VALVERPBP OR RPZMIXING VALVEPIPE DIRECTION OF FLOWFLOOR DRAIN / FLOOR SINKGROUND HYDRANTX: DETAIL DESIGNATION NUMBERY: DETAIL DESIGNATION DRAWINGX: RISER SERVICE DESIGNATIONY: RISER NUMBER DESIGNATIONZ: RISER DESIGNATION DRAWINGX: KEYNOTE DESIGNATION LETTERWALL HYDRANTX: REVISION TAG DESIGNATION NUMBERPRESSURE REDUCING VALVEGATE VALVE (CLOSED)HANDICAPPED ACCESSIBLE (HC)GAS COCK VALVEPRESSURE RELIEF VALVESOLENOID VALVEGATE VALVE (OPEN)SHUTOFF VALVEEARTHQUAKE GAS VALVEBACKWATER VALVEFLOW SWITCH (TO BMS)P-TRAPCAP OR END OF PIPEFLOOR OR GRADE CLEANOUTREDUCER OR INCREASERCLEANOUTX: SECTION DESIGNATION NUMBERY: SECTION DESIGNATION DRAWINGSlopeFSDIAPHRAGM VALVE (OPEN)SANITARY CONNECTIONDIAPHRAGM VALVE (CLOSED)ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 12" = 1'-0"P0.0129313.0011/30/18PLUMBING LEGEND &GENERAL NOTESPLUMBING ABBREVIATIONS - DOMESTIC FIXTUREBTBATH TUBDF DRINKING FOUNTAINEWC ELECTRIC WATER COOLERHB HOSE BIBB W/ VACUUM BREAKERJS JANITOR SINKLLAVATORYMSB MOP SERVICE BASINSHSHOWERSKSINKSS SERVICE SINKURURINALWC WATER CLOSETWH WALL HYDRANTPLUMBING NOTES - GENERAL1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALLDRAWINGS MARKED P AND OR FP.2. DRAWINGS ARE DIAGRAMATIC: DETERMINE LOCATIONS OF SYSTEMS ANDCOMPONENTS IN FIELD.3. DIMENSIONS SHOWN ON PLAN ARE HORIZONTAL. DIMENSIONS SHOWN INELEVATION ARE VERTICAL.4. DETERMINE EXACT LOCATIONS IF EXISTING UTILITIES IN FIELD, WHETHEROR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFYLOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORMWORK OF THIS SECTION.5. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATESTPLUMBING CODE AND ALL APPLICABLE LOCAL CODES.6. IT SHALL BE THE RESPONSABILITY OF THIS CONTRACTOR TO COORDINATETHE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITTO, ELECTRICAL, HVAC, PROCESS PIPING, SPRINKLER, PLUMBING,STRUCTURAL AND GENERAL ARCHITECTURE.7. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THEINSTALLATION OF THE WORK.8. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES.ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCHCODES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE INSTALLATIONOF THE WORK.9. ALL PIPING PENETRATING CEILINGS AND WALL SHALL BE INSTALLED WITHESCUTCHEONS AT THE PENETRATON. ALL PIPING PENETRATING EXTERIORWALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER ANDSHALL BE SEALED WEATHERTIGHT. PIPING PENETRATING FIRE RATEDPARTITIONS SHALL BE PROVIDED WITH FIRE RATED SEALS AS REQUIRED BYLOCAL CODE AUTHORITY. (SEE DETAILS)10. MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISHSTANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS.11. INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS.12. PROVIDE ACCESS PANELS TO SYSTEM COMPONENTS THAT ARECONCEALED AND REQUIRE PERIODIC SERVICE.13. TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR.ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THEBUILDING STRUCTURE AND SHALL NOT REST ON CEILING STRUCTURE ORCOMPONENTS.14. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVACPLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE ANDCOMBUSTIBILITY.15. PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLIESTO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE BALL VALVES ON ALLWATER MAIN BRANCHES IN CORRIDORS AND WHERE INDICATED ONDRAWINGS.16. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES ASNECESSARY TO PREVENT STRESS ON PIPING.17. PROVIDE VENTS AT HIGHT POINTS IN PIPING SYSTEMS AND DRAIN VALVESAT LOW POINTS.18. PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATERSUPPLY AND RETURN BRANCHES AND AT PUMP INLETS AND OUTLETS.19. PITCH PRESSURE PIPING IN DIRECTION OF FLOW.20. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TORUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUTDRAWING FOR EXACT LOCATION AND ROUGHT-IN REQUIREMENTS OF ALLKITCHEN FIXTURES AND EQUIPMENT.21. ALL WASTE PIPING FROM LAB SINKS & HOODS SHALL BE VALVED IN BASECABINET OF HOOD. NO CONNECTION TO LAB WASTE & LAB VENT PIPINGSYSTEM SHALL BE MADE.22. OBTAIN GAS PERMITS AND DEFRAY ALL COSTS INCIDENTAL TO THE GASPIPING SYSTEM. CONTRACTORS WORK SHALL COMMENCE ON THE HOUSESIDE OF THE UTILITY CO. METER.23. A SUITABLE DRIP OF CONDENSATE POCKET SHALL BE INSTALLED AT THEBOTTOM OF ALL GAS RISERS.24. ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES.25. GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTSOF NFPA 54 AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OFTHE STATE REGULATORY BOARD.26. PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT FROMTHE MAIN RISER SERVING GAS OUTLETS AND AT EACH INDIVIDUAL GASFIXTURE.PLUMBING NOTES - NATURAL GAS1. OBTAIN GAS PERMITSONTRACTOR'S WORK SHALL COMMENCE ON THEHOUSE SIDE OF THE UTILITY CO. METER.2. A SUITABLE DRIP AND CONDENSATE POCKET SHALL BE INSTALLED AT THEBOTTOM OF ALL GAS RISERS.3. ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES.4. GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTSOF NFPA 54 AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OFTHE STATE REGULATORY BOARD.5. PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT FROM THEMAIN RISER SERVICE GAS OUTLETS AND AT EACH INDIVIDUAL GAS FIXTURE.6. GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODEAND NATIONAL CODE PROVISIONS OF THE LOCAL PLUMBING INSPECTOR. IFINSPECTION OF THE TEST SHOWS DEFECTS, SUCH DEFECTIVE WORK ANDMATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BEREDONE.7. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL GAS TRAIN.8. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS.ROUTE PAN DRAINS TO NEAREST FLOOR DRAIN OR SAFE DRAIN.9. PIPING ENTERING SERVICE CORRIDOR FROM LAB AREAS SHALL NOT RUNOVER ELECTRICAL PANELS AND SHALL BE COORDINATED WITH WORK OFOTHER TRADES.PLUMBING ABBREVIATIONS - GENERALABB. ABBREVIATIONAC AIR CHAMBERAFF ABOVE FINISH FLOORAHJ AUTHORITY HAVING JURISDICTIONAP ACCESS PANELARCH ARCHITECTAVB ATMOSPHERIC VACUUM BREAKERBLDGBUILDINGBOP BOTTOM OF PIPEBOR BOTTOM OF RISERBVBALL VALVECFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCICAST IRONCL CENTER LINECLDI CEMENT LINED DUCTILE IRONCLGCEILINGCOLCOLUMNCONT CONTINUATIONCP CHROME PLATEDCP-# HOT WATER CIRCULATING PUMP #CTE CONNECT TO EXISTINGCV CHECK VALVEDIADIAMETERDNDOWNDWGDRAWINGELELEVATIONEQEQUALETBR EXISTING TO BE REMOVEDETR EXISTING TO REMAINEWH ELECTRIC WATER HEATERFC FAIL CLOSEDFFE FINISH FLOOR ELEVATIONFOFAIL OPENFTFEETGALV GALVANIZEDGC GENERAL CONTRACTORGPD GALLONS PER DAYGPM GALLONS PER MINUTEGV GATE VALVEGWH GAS WATER HEATERHC HANDICAPPED ACCESSIBLEHP HORSEPOWERHZHERTZID INSIDE DIAMETERININCHESINVINVERTKWKILOWATTSMAXMAXIMUMMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMHMANHOLEMINMINIMUMMISC MISCELLANEOUSMTDMOUNTEDMV MIXING VALVEN/A NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNo.NUMBERNTS NOT TO SCALENUMNUMBEROCON CENTEROD OUTSIDE DIAMETER OR OVERFLOW DRAINOS&Y OUTSIDE SCREW & YOKEPC PLUMBING CONTRACTORPHPHASEPOS PROVIDED UNDER OTHER SECTIONPP POLYPROPYLENEPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHPVB PRESSURE VACUUM BREAKERPVC POLYVINYL CHLORIDEQTYQUANTITYRCP REINFORCED CONCRETE PIPEREQ'D REQUIREDRPBP REDUCED PRESSURE BACKFLOW PREVENTORRPM REVOLUTIONS PER MINUTESCHSCHEDULESF SQUARE FOOTST.ST. STAINLESS STEELSWH STEAM WATER HEATERTOR TOP OF RISERTP TRAP PRIMERTYPTYPICALVIV VALVE IN VERTICALVTR VENT THROUGH THE ROOFW/WITHWHA WATER HAMMER ARRESTORWM WATER METERPLUMBING ABBREVIATIONS - DRAINAGEADAREA DRAINBWV BACK WATER VALVECICAST IRONCOCLEANOUTDDDECK DRAINDS DOWN SPOUT BOOTFCO FLOOR CLEANOUTFD FLOOR DRAINFMFORCE MAINFSFLOOR SINKGCO GRADE CLEANOUTGD GARAGE DRAINGI GREASE INTERCEPTORGT GREASE TRAPGV GARAGE VENTIW INDIRECT WASTEKW KITCHEN WASTELVLAB VENTLWLAB WASTEOD OVERFLOW ROOF DRAIN (SECONDARY)OED OPEN END DRAINPD PLANTER DRAIN W/ MESHSCREENRDROOF DRAINRWRAINWATERSANSANITARYSSSOIL STACKSSD SUB SOIL DRAINAGETD TRENCH DRAINVVENTVSVENT STACKWWASTEW & T WASTE & TRAPW & V WASTE & VENTWCO WALL CLEANOUTWS WASTE STACKPLUMBING ABBREVIATIONS - EQUIPMENTC CYLINDERCA COMPRESSED AIRCA-D COMPRESSED AIREWH TANKLESS WATER HEATERFCU MANIFOLDGEN N2LS LIFT STATIONM MANIFOLDN2 GENRO REVERSE OSMOSISTVAC VACUUMVP VACUUM PUMPPLUMBING ABBREVIATIONS - DOMESTIC WATER140F HW 140° HOT WATER SUPPLY140F HWR 140° HOT WATER RETURNCW COLD WATERHWHOT WATERHWR HOT WATER RETURNLCW LAB COLD WATERLHW LAB HOT WATERNPCW NON-POTABLE COLD WATERPWR PURE WATER RETURNPWS PURE WATER SUPPLYW WATER SERVICEPLUMBING ABBREVIATIONS - MATERIALCICAST IRONCLDI CEMENT LINED DUCTILE IRONGALV GALVANIZEDGWB GYPSUM WALL BOARDPP POLYPROPYLENEPVC POLYVINYL CHLORIDERCP REINFORCED CONCRETE PIPEST.ST STAINLESS STEELPLUMBING ABBREVIATIONS - GASESARARGONBA BREATHING AIRCA COMPRESSED AIRCA-# COMPRESSED AIR - #PSICAI COMPRESSED AIR INTAKECO2 CARBON DIOXIDEEOC EMERGENCY OXYGEN CONNECTIONEVAC MEDICAL GAS EVACUATIONG GAS (NATURAL)GAP GAS ALARM PANELGVC GAS VALVE CABINETH2HYDROGENHEHELIUMLGAP LOCAL GAS ALARM PANELMA MEDICAL AIRMGAP MASTER GAS ALARM PANELMGCV MEDICAL GAS CONTROL VALVEN2NITROGENN2-# NITROGEN - #PSIN2O NITROUS OXIDENCP NITROGEN CONTROL PANELO2OXYGENO3OZONEPPROPANEPAPATIENT AIRSP SPECIAL GASVACVACUUMVE VACUUM EXHAUSTVT VACUUM TRAPZVB ZONE VALVE BOXIN ACCORDANCE WITH THE FEDERAL SAFE WATER DRINKING ACT (SWDA) THE PLUMBING CONTRACTOR SHALL NOT INSTALL ANY COMPONENTS IN THE PLUMBING DOMESTIC WATER SYSTEM THAT CONTAINS MORE THAN 0.25% LEAD IN ANY OF ITS WETTED PARTS AFTER JANUARY 1ST, 2014. THE CONTRACTOR SHALL PROVIDE THE LEAD FREE EQUIVALENT OF THE MODEL NUMBERS LISTED IN THE PLANS AND SPECIFICATIONS FOR THESE COMPONENTSPLUMBING DEMO NOTES1. PROJECT CONDITIONSa. ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO ANYCOMMENCEMENT OF WORK.c. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUNDTHE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS ANDDAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TOPREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THECONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TOPREVENT DUST MIGRATION.b. ITEMS OF VALUE WHICH ARE NOT INDICATED TO BE RETURNED TO THEOWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR. STORAGEOR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED.d. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL ORRELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE. DONOT INTERRUPT UTILITIES SERVING USED AREAS WITHOUT FIRST OBTAININGPERMISSION FROM THE OWNER. PROVIDE TEMPORARY SERVICES ASREQUIRED. COORDINATE ALL WORK WITH OWNER.e. ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO ANYCOMMENCEMENT OF WORK.2. SCOPE OF WORKa. PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ONDRAWINGS AND AS SPECIFIED IN THIS SECTION OF SPECIFICATIONS. GIVENOTICES, FILE PLANS, OBTAIN PERMITS FROM AUTHORITIES THAT HAVEJURISDICTION AS REQUIRED TO PERFORM WORK IN ACCORDANCE WITH ALLLEGAL REQUIREMENTS AND WITH SPECIFICATIONS AND DRAWINGS.3. REGULATORY REQUIREMENTSa. STRICTLY COMPLY WITH APPLICABLE CODES, REGULATIONS ANDREQUIREMENTS OF AUTHORITY HAVING JURISDICTION.4. HANDLING OF MATERIALSa. REMOVE ALL MATERIAL DEBRIS FROM THE SITE AS IT ACCUMULATES. DONOT STORE, SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON SITE.REMOVE ALL MATERIALS IN SUCH MANNER AS TO PREVENT SPILLAGE. KEEPALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE,CLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES.5. TRANSFER OF RESPONSIBILITY AND DISPOSITION OF MATERIALSa. UPON RECEIPT OF NOTICE TO PROCEED WITH THE WORK, THE TITLE TO ALLMATERIALS FOR DEMOLITION SHALL BE VESTED IN THE CONTRACTORWHEREUPON THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION,LOSS, OR DAMAGE TO SAID PROPERTY. ALL SUCH ITEMS SHALL BEREMOVED FROM THE OWNER'S PROPERTY.6. CLEAN-UP AND REPAIRa. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENTAND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION AND LEAVEINTERIOR AREAS BROOM CLEAN.b. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURNSTRUCTURES AND SURFACES TO EXISTING CONDITION PRIOR TOCOMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENTCONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVEDEMOLITION WORK.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02222DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
SMSMSSMMSSMMTMRXPICYLINDER BUTTERFLY VALVEDOUBLE DIAPHRAGM THREE-WAY VALVECYLINDER KETTLE VALVELONG OUTLET TEEDRAIN CUPSHORT OUTLET TEESPECTACLE BLINDAIR BRAKE/INDIRECT WASTESTOPPER/PLUGHOSE COUPLINGLIGHTFLOW NOZZLEFAIL POSITIONBLIND FLANGED NOZZLETRI-CLAMP CONNECTIONSMALL ARROW (FOR INSTRUMENTATION)DIVERTER VALVESPRAY BALLPLUG-INNOZZLESPEC BREAKPIPE BREAKMANHOLEBUTTERFLY VALVEMOTOR BUTTERFLY VALVESOLENOID BUTTERFLY VALVEPRESSURE REGULATEDCYLINDER GLOBE VALVEMOTOR GLOBE VALVESOLENOID GLOBE VALVEPRESSURE REGULATED GLOBE VALVECYLINDER BALL VALVEMOTOR BALL VALVEPRESSURE REGULATED BALL VALVESOLENOID BALL VALVECYLINDER DIAPHRAGM VALVEMOTOR DIAPHRAGM VALVEDIAPHRAGM VALVE(SELF-CONTAINED)SOLENOID DIAPHRAGM VALVEPRESSURE REGULATORCYLINDER VALVEMOTOR VALVESOLENOID VALVEBACKPRESSURE REGULATORPRESSURE REGULATORSINGLE-ACTING CYLINDERCONTROL VALVESSOLENOIDMOTORSYMBOLSYMBOLECCENTRIC REDUCERPIPING SYMBOLSY-TYPE STRAINERCONCENTRIC REDUCERWELDED CAP PIPE ENDDESCRIPTIONFLOW STRAIGHTENING VANECOUPLINGHAND ACTUATORPIPE CAPTHREE WAY DIAPHRAGM VALVEFOUR WAY VALVEPRESSURE RELIEF VALVEPRESSURE RELIEF VALVEKNIFE GATE VALVESTOP CHECK VALVEKETTLE VALVERUPTURE DISKRUPTURE DISKFLOAT VALVEANGLE VALVESYMBOLDESCRIPTIONCHECK VALVE (LEFT)BALANCING VALVEDIAPHRAGM VALVECLAMPED DIAPHRAGM VALVEHAND CONTROL VALVEBUTTERFLY VALVECHECK VALVE (RIGHT)PLUG VALVEPINCH VALVENEEDLE VALVEGLOBE VALVEBALL VALVEGATE VALVEDESCRIPTIONVALVE BODY TYPESK208.DWGFLOW STREAM IDENTIFIERTURBINE-TYPE PRIMARY ELEMENTSINGLE PORT PITOT TUBEPOSITIVE-DISPLACEMENT-TYPE FLOWRESET FOR LATCH-TYPE ACTUATORUNDEFINED INTERLOCK LOGICEQUIPMENT SERVICESTEAM TRAPTIE-IN FLAGVENTURI TUBEEDUCTORDATA LINKTOTALIZING INDICATORVORTEX SENSORORIFICE FLANGEMOTORCAPILLARY TUBEPNUEMATIC SIGNALFLUSHING DEVICESYMBOL(BACK)(LOCAL BACK OF PANEL)PROGRAMMABLE LOGIC CONTROL TAG(AUX. FRONT OF PANEL)PROGRAMMABLE LOGIC CONTROL TAGPROGRAMMABLE LOGIC CONTROL TAGPROGRAMMABLE LOGIC CONTROL TAGCOMPUTER CONTROL TAG(AUX. FRONT OF PANEL)SHARED DISPLAY/CONTROL TAG(LOCAL BACK OF PANEL)PROGRAMMABLE LOGIC CONTROL TAGCOMPUTER CONTROL TAGCOMPUTER CONTROL TAGCOMPUTER CONTROL TAGSHARED DISPLAY/CONTROL TAG(AUX. FRONT OF PANEL)(LOCAL BACK OF PANEL)SHARED DISPLAY/CONTROL TAGDIAPHRAGM SEALPILOT LIGHTPIG TAIL(BACK OF PANEL)(PANEL)(LOCAL)(PANEL)(BACK OF PANEL)(LOCAL)DISCRETE INSTRUMENT TAGSHARED DISPLAY/CONTROL TAGSHARED DISPLAY/CONTROL TAGSHARED DISPLAY/CONTROL TAG(LOCAL BACK OF PANEL)DISCRETE INSTRUMENT TAG(AUX. FRONT OF PANEL)DISCRETE INSTRUMENT TAGDISCRETE INSTRUMENT TAGDESCRIPTIONDISCRETE INSTRUMENT TAGFUNCTION SYMBOLS(PANEL)(LOCAL)(BACK OF PANEL)(LOCAL FIELD)(PANEL)SYMBOLSYMBOLCONTINUITY ARROW (RIGHT)MANUAL VALVE TAGDESCRIPTIONCONTINUITY ARROW (LEFT)TAGSFLEXIBLE HOSE (MALE/MALE)FLEXIBLE HOSE (FEMALE/FEMALE)FLEXIBLE HOSE (SINGLE MALE)FLEXIBLE HOSE (SINGLE FEMALE)FLEXIBLE HOSEFLEXIBLE HOSE90° FLEXIBLE HOSE3-WAY FLEXIBLE HOSE (MALE)3-WAY FLEXIBLE HOSE3-WAY FLEXIBLE HOSE (FEMALE)90° FLEXIBLE HOSE (FEMALE)90° FLEXIBLE HOSE (MALE)DESCRIPTIONFLEXIBLE HOSEROTO METER001HVPRESSURE CONTROL VALVE----ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP0.0229313.0011/30/18PLUMBING LEGEND# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
MPUMPSDESCRIPTIONMETERING PUMPCENTRIFUGAL PUMPSUMP PUMPPERISTALIC PUMPDIAPHRAGM PUMPGEAR PUMP(GENERAL SYMBOL)SYMBOLUNIT HEATERWATER SOFTENERULTRAVIOLET FILTERULTRA FILTERTANK (PROCESS VESSEL)STORAGE TANKSSEPARATORUVWSTPUHUFTKSEPTTRAPREVERSE OSMOSIS/DEIONIZED WATERVACUUMVACUUM EXHAUSTEMERGENCY TEMPERED WATERTEMPERATURE INDICATORSANITARY VENTREVERSE OSMOSISTIVACVETWSVRODROFAN COILREHEAT COILFIN TUBE RADIATORHUMIDIFIERFINAL FILTERAUTOCLAVE (STERILIZER)REVERSE OSMOSISPROCESS CONTROL VALVEPRESSURE REDUCING STATIONSMULTIMEDIA FILTERLIQUID CHILLEREMERGENCY GENERATORFUMEHOODFLEX HOSESDEAERATORDEIONIZERS/DEIONIZED WATERDRAINAGE PUMPEXHAUST FAN (HVAC)HEATING/COOLING CONTROL SKIDHEAT EXCHANGERFREEZERFLOW SWITCHHOT WATER HEATING COIL (HVAC)PUMPSPSCROSRHCPCVPCSSCALEHUMMFLCHCCHCHEFCFTRFRZFSFFFHFLXEMGEFFDADPDIFILTERCABINET UNIT HEATERCARBON FILTERSDESCRIPTIONAGITATORAIR HANDLING UNIT (HVAC)BIOSAFETY CBINETCONTROL PANELBUBBLE TRAPCOOLING COILCOMPRESSORCOOLING TOWERDESSICANT DRYERAIR COOLED CONDENSING UNIT (HVAC)EQUIPMENT IDENTIFIERSCMPCUCUHDDDCTCPDRYERCFBTCCAHUBSCBBOILERABBR.A140°F POTABLE HOT WATER RETURNNON-POTABLE HOT WATER RETURNNON-POTABLE HOT WATER140°F POTABLE HOT WATERRETURN CONDENSATEPROCESS WASTEPROCESS VENTPURIFIED PROCESS WATERPLANT STEAMPUMPED RETURN CONDENSATEPUMPED PROCESS LIQUID WASTEPROCESS LIQUID WASTE VENTPROCESS LIQUID WASTEPRCRCPWPVPPWPSP/PLWPLVPLW140°F HWR140°F HWPOTABLE COLD WATERPROCESS COLD WATERPROCESSOXYGENNON-POTABLE COLD WATERNITROGENNATURAL GASLAB WASTELAB VENTLOW PRESSURE CONDENSATE(HEATING) HOT WATER SUPPLYNPCWCWPCWPO2NPHWRNPHWN2NGLWLVLPCHWSHEATING REHEAT COIL RETURNHEATING REHEAT COIL RETURN(HEATING) HOT WATER RETURNHEATING RADIATION SUPPLYHEATING RADIATION RETURNHIGH PRESSURE CONDENSATEHELIUMFIRE SPINKLER SYSTEMCARBON DIOXIDECHILLED WATER SUPPLYCHILLED WATER RETURNHEHRRHSCHWRHSRHRCHPCFSPRC02CHWSCHWRDESCRIPTIONSYSTEM IDENTIFIERSCOMPRESSED DRY AIRCDAABBR.PROCESS NITROGENPN2PROCESS VACUUMPVACPOTABLE HOT WATERHWPRESSURE INDICATORPIPSVPRESSURE SAFETY VALVESANITARY WASTESWFLOW ELEMENTFEFLOW TRANSMITERFTLAB AIRLAHYDROCHLORICOCTAFLUOROCYCLOBUTANEACETYLENEDIBORANE NITROGENARGONCF4C4F8B2H6BCl3AsH3ArARSINECHEMICAL NAMESC2H2CH4Cl2GeH2HBrHClHeCHF3N2PH3SiCl4SiH4SiCl2H2SF6TETRAFLUOROMETHANEMETHANECHLORINETRIFLUOROMETHANEGERMANIUMHYDROGENHYDROGEN BROMIDEHYDROCHLORICHELIUMNITROGENPHOSPHINESULFUR HEXAFLUORIDETETRACHLOROSILANEDICHLOROSILANESILANEPRESSURE VESSELPVAUTOMATIC SPRINKLERASPROCESS CHILLED WATER SUPPLYPCWSPROCESS CHILLED WATER RETURNPCWRFORCE MAIN (PUMP DISCHARGE)FMLIQUID NITROGENLN2XSXYXVTCVPCVMSLCVZTZSLZSHZICZEZALZAHWYWVWTWSLWSHLWSHWCWRWITWIRWICWIWEWALWAHLWAHVYVTVSLVSHVIVEVALVAHUYURUIRUIUALUAHLUAHTYTVTTTSLTSHLTSHTCTRTITTIRTICTITETALTAHLTAHSYSTSSLSSHLSSHSCSRSITSIRSICSISESALSAHLSAHPDTPDSLPDSHPDCPDRPDITPDIRPDICPDIPDEPDALPDAHPYPVPTPSLPSHLPSHPCPRPITPIRPICPIPEPALPAHLPAHLYLVLTLSLLSHLLSHLCLRLITLIRLICLILELALLAHLLAHKYKVKTKSLKSHLKSHKCKRKITKIRKICKIKEKALKAHLKAHJYJTJSLJSHLJSHJCJRJITJIRJICJIJEJALJAHLJAHIYITISLISHLISHICIRIITIIRIICIIIEIALIAHLIAHHSHYHVHICFAH FAHL FAL FE FI FIC FIR FIT FR FC FSH FSHL FSL FT FV FYEAH EAHL EAL EE EI EIC EIR EIT ER EC ESH ESHL ESL ET EYAYAVATASLASHLASHACARAITAIRAICAIAEAALAAHLAAHVARIABLEMEASUREDFUNCTIONINSTRUMENTSELF ACT VALVESWITCHCONV/COMP DEVICEVALVETRANSMITTERSWITCH LOWSWITCH HI/LOSWITCH HIGHCONTROLLERRECORDERIND. TRANSMITTERIND. RECORDERIND. CONTROLLERINDICATORELEMENTALARM LOWALARM HI/LOALARM HIGHPOSITIONON/OFFWEIGHTVIBRATIONMULTI-VAR.TEMPERATURESPEED-FREQ.PRESS-DIFF.PRESSUREMOTORLEVELTIMEPOWERCURRENTMANUALFLOWVOLTAGEANALYSISZSORCONTROLLEDINSTRUMENT & CONTROL LEGENDLIGHTMLZLSWITCH CLOSEDSWITCH OPENZSC ZSOArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP0.0329313.0011/30/18PLUMBING LEGEND# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
21346785QPRSTOU9S1R14AQ15.1EXISTING GASMETER6" G(EX)CA(EX)HW(EX)CW(EX)G(EX)HWR(EX)2-1/2" G UP ETR2-1/2" CW UP ETR2" HW UP ETR3/4" HW UP ETBR3/4" CW UP ETBR1/2" G UP ETBRCW(EX)HW(EX)CA(EX)CA(EX)HW(EX)G(EX)CW(EX)HW(EX)G(EX)CA(EX)G(EX)HW(EX)CA(EX)CA(EX)HW(EX)G(EX)HW(EX)CW(EX)HW(EX)CW(EX)1/2" CW UP ETBR1/2" HW UP ETBR3/4" HW UP ETR3/4" CW UP ETRPHASE 1 SCOPE BOUNDARY6" EXISTING WATER SERVICE6" CW(EX)CA(EX)CA(EX)1-1/2" CA ETR3" HW ETR4" CW ETR4" G ETR1" HWR ETR1-1/2" CA ETR3" HW ETR4" CW ETR4" G ETR1" HWR ETR2" W UPCA ETBRHW ETBRCW ETBRG ETBRMECHANICALB00UARoomB00SARoomB59RoomB54RoomB52RoomB56RoomB55RoomB57RoomB78RoomB00UBRoomB00UCEXISTING DOMESTIC WATER HEATERCUT & CAP SERVICES TO BE REMOVED G(EX)ETRCA(EX)HW(EX)CW(EX)G(EX)HWR(EX)HW(EX)CW(EX)HWR(EX)EXISTING DOMESTIC CIRC PUMPArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P1.0029313.0011/30/18PLUMBING - LEVEL 0DEMO 1/4" = 1'-0"1PLUMBING - LEVEL 0 DEMONOTES:1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED.3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 5. ALL RW PIPING IS EXISTING TO REMAIN.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
21346785QPRSTOU9S1R14AQ15.1PHASE 1 SCOPE BOUNDARY3/4" HW DN ETBR3/4" CW DN ETBR1/2" G DN ETBR2-1/2" G UP & DN ETR 2-1/2" CW UP & DN ETR2" HW UP & DN ETRCW(EX)HW(EX)HW(EX)CW(EX)G(EX)LAB WRITE-UP162LAB WRITE-UP160LAB WRITE-UP158OFFICE158BLAB WRITE-UP170LAB WRITE-UP170ALAB WRITE-UP170BLAB WRITE-UP169OFFICE168OFFICE167ACONFERENCEROOM167BOFFICE167COFFICE167DOFFICE167ERoom100CKRoom167FRoom100CGRoom100CJRoom165BOFFICE152Room100SARoom165Room100UARoom100JARoom100UBCORRIDOR100CHRoom100UFRoom167GOFFICE156COLLABORATION1671-1/2" CW ETBR1-1/4" HW ETBR1/2" CW DN ETBR 1/2" HW DN ETBR1" CW ETBR 1" HW ETBRCW(EX)HW(EX)DISCONNECT FROM EXISTING ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P1.1029313.0011/30/18PLUMBING - LEVEL 1DEMO 1/4" = 1'-0"1PLUMBING - LEVEL 1 DEMONOTES:1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED.3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
21346785QPRSTOU9S1R14AQ15.1PHASE 1 SCOPE BOUNDARY2-1/2" G DN ETR2-1/2" CW DN ETR2" HW DN ETRCW(EX)HW(EX)CW(EX)HW(EX)1-1/2" CW ETBR1-1/4" HW ETBRRoom200SDRoom255ARoom270ARoom275ARoom275Room265CRoom278ARoom258Room275BRoom260Room200SARoom265ARoom252Room254Room260ARoom272Room278Room274Room270Room267Room265Room200JARoom200SDRoom255ARoom270ARoom275ARoom275Room265CRoom278ARoom258Room275BRoom260Room200SARoom265ARoom252Room254Room272Room278Room274Room270Room267Room265Room200JARoom200SDRoom255ARoom275ARoom275Room265CRoom278ARoom258Room275BRoom260Room200SARoom265ARoom256Room272Room278Room274Room270Room267Room265BRoom265Room200JARoom200UARoom200UBRoom2761" CW ETBR 1" HW ETBR1/2" CW DN ETBR 1/2" HW DN ETBRDISCONNECT FROM EXISTING ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P1.2029313.0011/30/18PLUMBING - LEVEL 2DEMO 1/4" = 1'-0"1PLUMBING - LEVEL 2 DEMONOTES:1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED.3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
21346785QPRSTOU9S1R14AQ15.1PHASE 1 SCOPE BOUNDARYRoom365ARoom365DRoom355Room365ERoom365CRoom361Room365FRoom358Room300CDRoom378Room360Room300SARoom375Room362Room377Room352Room354Room356Room365Room379Room365GRoom300JARoom300UARoom300UBDEMO MSB AND ASSOCIATED PIPING IN JAN. CLOSETArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P1.3029313.0011/30/18PLUMBING - LEVEL 3DEMO 1/4" = 1'-0"1PLUMBING - LEVEL 3 DEMONOTES:1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED.3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
21346785QPRSTOU9S1R14AQ15.14" SAN UP TO FCO4" W&T UP4" W&T UP(TYP. FOR 4)4" W&T UP2" V UP4" SAN UP TO FCO4" SAN(U)1/8" / 12"4" W&T UP4'X4'X5' DEEP CONCRETE SUMP PIT4" SANINV. ELEV. = -2'-0" B.F.F.2" V UP4" SAN UP TO FCO2" V UP2" V UP2" V UP4" SAN(U)4" SAN(U)4" SAN(U)4" SAN(U)1/8" / 12"1/8" / 12"2" SAN UPArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.00U29313.0011/30/18PLUMBING -UNDERGROUND 1/4" = 1'-0"1PLUMBING - UNDERGROUND - Phase 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
CA1C CA1CRO1ROVAC1VPSAN1A/1BSPLHW1EWHCA1DD CA1DDN21GENLHWR1CP21346785QPRSTOU9S1R14AQ15.12-1/2" G(EX) UP2-1/2" CW(EX) UP2" HW(EX) UP3/4" HWR UPPURE WATER SKID4'-0" X 10'-0" VACUUM PUMP SKID5'-0" X 4'-0" 1-1/2" RPBP FOR LCW1" RPBP FOR LHWPHASE 1 SCOPE BOUNDARYEXISTING HOT WATER HEATER4" FD-BAHUREFER TO MECH DRAWINGS4" FD-BPWS1N21PWR1CA1LHW1VAC1LCW1G1LHWR1CW1HW14" CW(EX)1" HWR(EX)4" CW(EX)3" HW(EX)1" HWR(EX)3" G(EX)3" CW(EX)4" LW UPMECHANICALB00UARoomB00SARoomB59RoomB54RoomB52RoomB56RoomB55RoomB57RoomB78RoomB00UBRoomB00UC4" SAN UPEXTEND 3" VACUUM EXHAUST TO ROOF2" W UP2" W DN2" SANCA RECIEVER200 GALLON32mm PWS UP32mm PWR UP1" LHW UP 1-1/2" LCW UP3/4" LHWR UP1" N2-100 UP1" CA-100 UP2" VAC UPAIR COMPRESSORS4" FD-B4" FD-B4" FD-B4" FD-B4" FD-BFCOFCO2" V DN3" V UP3" VE UP2" SAN1/4" / 12"2" V RISE ALONG WALL & OFFSET DNFCO2" V RISE ALONG WALL & OFFSET DN2" V RISE ALONG WALL & OFFSET DN2" V2" V2" V3" V2" V2" V2" V2" V4" LW4" SAN4" LW4" SAN32mm PWR DROP32mm PWS DROP1 1/4" PWS1 1/4" PWR1" LHW1 1/2" LCW3/4" LHWR1 1/2" CA-1002" VAC1 1/2" CW1" HW1" HW1 1/2" CW1" LHW1 1/2" LCW3/4" LHWR2" FMSAN DROP2" FMSAN1/8" / 12"1/8" / 12"CTE SAN W/ NEW 4" SANCA DESSICANT DRYERSDUPLEX SANITARY SUMP PUMPS2 1/2" HW(EX)2" V DN3" VE3" V3" V DROP3" HW(EX)3" VCOCOCOCOCO2" FMSAN DROP2" FMSAN2" FMSAN2" FMSAN4" SAN(EX)4" SAN4" LW4" LW REFER TO CIVIL DWG. FOR CONTINUATION4" LW DROPHWR1CTE HWR W/ NEW 3/4" HWR3/4" HWR2" VAC1" CA-1001" N2-1003/4" LHWR1 1/2" LCW1" LHW1 1/4" PWR1 1/4" PWSCTE CW W/ NEW 1-1/2" CWCTE HW W/ NEW 1" HWHWR(EX)CW(EX)HW(EX)2" VAC1 1/2" CA-1003/4" LHWR1 1/2" LCW1" LHW1 1/2" CW1" HWN2 SURGE TANKN2 GENERATORLAB HOT WATER CIRC PUMPLAB HOT WATER REHEAT WATER HEATEREXISTING HOT WATER CIRC PUMP2P5.043221" N2-1001" CA-1001" N2-1001" CA-1002ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.0029313.0011/30/18PLUMBING - LEVEL 0 1/4" = 1'-0"1PLUMBING - LEVEL 0 - PHASE 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
21346785QPRSTOU9S1R14AQ15.1SK-1PHASE 1 SCOPE BOUNDARY4" LW UP4" LW4" LW32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2" LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP 2-1/2" G(EX) UP & DN 2-1/2" CW(EX) UP & DN2" HW(EX) UP & DN3/4" HWR UP & DNPWS1N21PWR1CA1LHW1VAC1LCW1G1LHWR1CW1HW11/2" HW1/2" CW1/2" CW DROP1/2" HW DROP1/2" CW1/2" HW1/2" HW1/2" CWCTE CW W/ 1/2" CWCTE HW W/ 1/2" HW4" LW DN2" LW UP4" LW & T UP2" LV UP2" LW UP2" LW UP4" LW4" LW4" LW2" LW2" LW UP2" LW UP4" LW&T UP2" LV UP4" LW2" LW2" LW2" LW UP4" LW UP2" LW UPLAB WRITE-UP162LAB WRITE-UP160LAB WRITE-UP158OFFICE158BLAB WRITE-UP170LAB WRITE-UP170ALAB WRITE-UP170BLAB WRITE-UP169OFFICE168OFFICE167ACONFERENCEROOM167BOFFICE167COFFICE167DOFFICE167ERoom100CKRoom167FRoom100CGRoom100CJRoom165BOFFICE152Room100SARoom165Room100UARoom100JARoom100UBCORRIDOR100CHRoom100UFRoom167GOFFICE156COLLABORATION1674" SAN2" SAN2" W UP4" SAN UP4" SAN DN2" W DN & V RISE4" LW4" LW&T UP2" LV UP2" LW UP4" LW2" LW2" V1/8" / 12"1/8" / 12"1/8" / 12"4" LW1/8" / 12"1/8" / 12"HWR13" V3" VE3" V2" V3" VE3" VE DN3" V DN3" V UP3" VE UPCOCOCOCOCOCOCOCOCOCO1/4" / 12"1/4" / 12"1/8" / 12"1/8" / 12"1/4" / 12"32mm PWS UP32mm PWR UP1" LHW UP 1-1/2" LCW UP3/4" LHWR UP1" N2-100 UP1" CA-100 UP2" VAC UP2" VAC1" CA-1001" N2-1003/4" LHWR1 1/2" LCW1" LHW1 1/4" PWR1 1/4" PWS3ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.1029313.0011/30/18PLUMBING - LEVEL 1 1/4" = 1'-0"1PLUMBING - LEVEL 1NOTES:1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
21346785QPRSTOU9S1R14AQ15.1CO2 MANIFOLDPHASE 1 SCOPE BOUNDARYLS-1EW-1LS-2EW-1LS-1EW-1LS-1EW-1LS-1EW-1LS-1EW-1LS-1EW-1FHCS-1FHFHFHFHFHFH4" FD-C4" FD-CES-1TMV-1WC-1AL-1AUCD-1GW-1IM-14" FD-C3/4" N2-1003/4" CA-1001 1/2" VAC1 1/2" VAC3/4" CA-1003/4" N2-100111011112232222FHCS-133P5.034P5.037P5.038P5.012" LW UP3" LW464646467SK-232mm PWS UP & DN32mm PWR UP & DN1" LHW UP & DN1-1/2" LCW UP & DN3/4" LHWR UP & DN1" N2 UP & DN1" CA UP & DN2" VAC UP & DN2-1/2" G(EX) UP & DN 2-1/2" CW(EX) UP & DN2" HW(EX) UP & DN3/4" HWR UP & DNPWS1N21PWR1CA1LHW1VAC1LCW1G1LHWR1CW1HW11" CW DROP4" SAN DN & 2" V RISE4" LW & T UP2" LV UP2" LW UP2" LW UP4" LW & T UP2" LW UP4" LW2" LW2" LV UP4" LW DN1/2" HW DROP2" W DN & V RISE1/2" CW DROP3/4" G DROP2" LW DN &LV RISE2" LV DN &RISE2" LW DN &LV RISETISSUE CULTURE(MAMMALIAN)276BTISSUE CULTURE(BACTERIAL)276CGLASSWASH276ALAB WRITE-UP260LAB WRITE-UP269OPEN RESEARCHLAB276iCVD ROOM276DRoom200SDRoom255ARoom252Room254Room256Room267CO2 CLOSET200JAELECTRICAL200UAPLUMBING200UBACCESSIBLERESTROOM200TCP5.036878ES-1TMV-19944444584757541 1/2" CW1" HW1 1/2" LCW1" LHW1" PWS1 1/2" CW1" HW1 1/2" LCW1" LHW1" PWS3/4" HWR1" PWR3/4" LHWR44444441/2" N2-1001/2" CA-1003/4" VACCTE G W/ 3/4" GCTE CW W/ 1-1/2" CWCTE HW W/ 1" HW3/4" G4444OPEN RESEARCHLAB276112" LV UP2" LV UP2" LV UP2" LV2" LV2" LV2" LV3" V UP2" LV2" LV DN1/2" HW DROP2" W & V1/2" CW DROP1010110102" STANDPIPE DRAIN2" LW DN & LV RISE2" V2" V2" V3" HWR11 1/2" VAC3/4" CA-1003/4" N2-1001 1/2" VAC3/4" CA-1003/4" N2-1001" PWS1" LHW1 1/2" LCW1" HW3/4" N2-1003/4" CA-1001 1/2" VAC3" V UP & DN3" VE UP & DNWB-1COCOCOCO1/4" / 12"1/8" / 12"1 1/2" VAC3/4" CA-1003/4" N2-1001" HW1 1/2" LCW1" LHW1" PWS2P5.041/2" N2-1001/2" CA-1003/4" VAC1/2" N2-1001/2" CA-1003/4" VACCOMMON AREA260A1 1/4" CW1/2" HW4" LW DN2" LW3" LW4" LW1/8" / 12"COCO1 1/2" CW1 1/2" CW33/4" VAC1/2" CA-1001/2" N2-1001" PWR3/4" LHWR3/4" HWR33/4" G3/4" G DROP3/4" G RISE3/4" VAC1/2" CA-1001/2" N2-1003/4" VAC1/2" CA-1001/2" N2-10031/2" CO23/4" G1/2" N2-1001/2" CA-1003/4" VAC1 1/2" CW1" HW1 1/2" LCW1" LHW1" PWS1 1/2" CW1" HW1 1/2" LCW1" LHW1" PWS331/2" LCW3ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.2029313.0011/30/18PLUMBING - LEVEL 2 1/4" = 1'-0"1PLUMBING - LEVEL 2 - PHASE 125mm PWS DROP25mm PWS RISE1/2" LCW DROP2" LW DN & 2" LV RISE1/2" LHW DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP1/2" LCW DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP1/2" CA-100 DROP1/2" N2-100 DROP3/4" VAC DROPKEYNOTES:1231P5.032P5.035P5.03NOTES:1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE.5678941/2" CO2 DROP1" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1.1/2" CW & 1/2" HW DROP TO TMV-2. EXTEND 1/2" TW FROM MIXING VALVE TO EW-1.10# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
21346785QPRSTOU9S1R14AQ15.1PHASE 1 SCOPE BOUNDARY3/4" LHW3/4" LCW3/4" N2-1003/4" CA-1001 1/2" VAC1" PWSLS-1EW-1LS-1EW-1LS-2EW-14" FD-CES-1TMV-14" FD-C3/4" LHWR1" PWSFHFH112FHCS-133465225mm PWS DN25mm PWR DN1" LHW DN1-1/2" LCW DN3/4" LHWR DN1" N2 DN1" CA DN2" VAC DN1-1/2" CW DN1" HW DN1/2" HWR DNPWS1N21PWR1CA1LHW1VAC1LCW1G1LHWR1CW1HW12" LV DN & RISE2" LW DN & LV RISE2" LW DN & LV RISE2" LV DN & RISE2" LW DN & LV RISE2" LW DN & LV RISERESEARCH LAB367LIGHT SCATTERING367BSUPPORT 1367DLAB WRITE-UP362E-BEAMDEPOSITION ROOM367FLAB EQUIPMENT367ESUPPORT 2367CFLUORESCENCEMICROSCOPE367ASTAIRS300SARoom352Room354Room356PURE WATERCLOSET300JAELECTRICAL300UAPLUMBING300UBRoom358CONFERENCEROOM360ES-1TMV-18844441" HW1 1/2" CW4FHCS-1342" LV DN & RISE2" LV DN & RISE2" LV DN & RISE3" LV2" LV3" LV2" LV3" LV3" LV UP2" LV3" LV UP3" V DN3" V UP3" V2" LVFHCS-141/2" HWRRESEARCH LAB36791991 1/2" VAC3/4" CA-1003/4" N2-1003/4" LCW3/4" LHW1" HW1 1/2" CW1" PWS3/4" VAC1/2" CA-1001/2" N2-1001/2" LCW1/2" N2-1001/2" CA-1003" V DN3" VE DN3" VE UP4" V UP3" VE3" V2" LV44443/4" LHW1" HW1" PWS1 1/2" VAC3/4" CA-1003/4" N2-100IDF3551" PWS1/2" HWR3/4" LHWR3/4" LCW3/4" LCW3/4" LHW1" HW1 1/2" CW1" PWS1 1/2" VAC3/4" CA-1003/4" N2-1003/4" VAC1/2" CA-1001/2" N2-1001 1/2" CW33331" VAC3/4" CA-1003/4" N2-10033/4" VAC1/2" CA-1001/2" N2-10031/2" LCW1/2" N2-1001/2" CA-1003/4" VAC3ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.3029313.0011/30/18PLUMBING - LEVEL 3 1/4" = 1'-0"1PLUMBING - LEVEL 3 - PHASE 1NOTES:1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE.25mm PWS DROP25mm PWS RISE1/2" LCW DROP2" LW DN & 2" LV RISE1/2" LHW DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP1/2" LCW DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP3/4" VAC DROP1/2" N2-100 DROP1/2" CA-100 DROP1/2" CA-100 DROP1/2" N2-100 DROP3/4" VAC DROPKEYNOTES:1231P5.032P5.035P5.035678941" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1.1/2" CW & 1/2" HW DROP TO TMV-2. EXTEND 1/2" TW FROM MIXING VALVE TO EW-1.# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
21346785QPRSTOU9S1R14AQ15.1Room400UCRoom400SA3" LV DN & LVTR3" LV DN & LVTR3" V DN & VTR3" VE DN & VETR4" V DN & VTR2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"P2.4029313.0011/30/18PLUMBING - LEVEL 4NOTES:1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 1/4" = 1'-0"1PLUMBING - LEVEL 4 - A# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA12/18/2018
HW1-CW1-HWR1-LEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 13/4"2"2-1/2"4"3"REFER TO P4.111-1/2"1"1"1-1/2"EXISTING STEAMWATER HEATEREXISTING CIRCULATION PUMPFLOW = 1 GPMSET POINT1-1/2"2"3/4"2"2-1/2"FLOW = 0.5 GPMSET POINT1/2"1/2"FLOW = 1 GPMSET POINT1"1-1/2"1/2"3/4"3/4"REFER TO P4.201" 1"1" 1"1" 1/2"EW-1TMV-2TISSUE CULTURE(BACTERIAL) 276C1/2" 1/2"1/2" 1/2" 1"1/2"EW-1TMV-2OPENRESEARCH LAB276L-1AACCESSIBLERESTROOM200TCWC-1AACCESSIBLERESTROOM200TCSK-2COMMON AREA260AEW-1TMV-2OPENRESEARCH LAB276EW-1TMV-2TISSUE CULTURE(MAMMALIAN) 276BEW-1TMV-2OPENRESEARCH LAB276EW-1TMV-2OPENRESEARCH LAB2761"ES-1TMV-1RESEARCH LAB3671/2"1" 1/2"1/2"1/2"SK-1ROOM 167F1"1/2" 1/2"3/4"EW-1TMV-2GLASSWASHROOM 276AEW-1TMV-2RESEARCH LAB367EW-1TMV-2RESEARCH LAB367ES-1TMV-1RESEARCH LAB367EW-1TMV-2RESEARCH LAB367ES-1TMV-1OPENRESEARCH LAB276ES-1TMV-1OPENRESEARCH LAB2761/2"1-1/2"1-1/2"EXISTINGCOLD WATERCWHWHWRCWHWHWREXISTINGHOT WATEREXISTINGHOT WATERRETURNCWHWHWRCWHW1" RPBP1-1/2" RPBPCWHWLABORATORYCOLD WATERLABORATORYHOT WATERLCWLHWHWCWHWRHWRHWCWHWRHWCWHWRHWCWHWRHWCWHWCWHWRHWCWHWRHWRHWCWHWRHWCWCTE CW W/ NEW 1-1/2" CWCTE HW W/ NEW 1" HWTO PURE WATERSYSTEM1" RPBPCWNPCWHVAC MAKEUPWATER SYSTEM1" RPBPCWNPCWCTE CW W/ NEW 1-1/2" CWCTE HW W/ NEW 1" HWCTE CW W/ NEW 1" CWCTE HWR W/ NEW3/4" HWRCWHWCWHWCTE CW W/ NEW 2" CWCTE HW W/ NEW 1-1/2" HWCTE CW W/ NEW 1/2" CWCTE HW W/ NEW 1/2" HWCWHWCWHWCWHWCWHWCWHWCWHWCWHWCWHWCWHWCWHWCWHWCWCWHWCWHWCWHW1" HW3/4" HWR1" HW1/2" HWR1/2" HW1/2" HWRHWCWHWRHWCWHWRHWCWHWR2222222222222ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.1029313.0011/30/18PLUMBING - POTABLERISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
LHW1-LCW1-LHWR1-LEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 1FLOW = 1 GPMSET POINT1"1 1/2"3/4"1"1-1/2"3/4"1"1-1/2"1/2"1"1-1/2"FLOW = 1 GPMSET POINT3/4"3/4"1/2" 1/2" 1/2" 1/2"1/2"1/2" 1/2"1/2"CS-1FHOPENRESEARCHLAB 276CS-1FHOPENRESEARCHLAB 276LS-1OPENRESEARCHLAB 276LS-1TISSUE CULTURE(BACTERIAL) 276CLS-2OPENRESEARCHLAB 276LS-1TISSUE CULTURE(MAMMALIAN) 276B1/2" 1/2" 1/2" 1/2" 1/2"CS-1FHDEPOSITIONROOM 367FCS-1FHRESEARCHLAB 367LS-2RESEARCHLAB 367LS-1RESEARCHLAB 367LS-1RESEARCHLAB 3671/2"1/2"LS-1OPENRESEARCHLAB 276LS-1OPENRESEARCHLAB 276GW-1GLASSWASHROOM 276AUCD-1GLASSWASHROOM 276ALS-1GLASSWASHROOM 276A1/2"CS-1FHRESEARCHLAB 367WALL MOUNTED ELECTRICINSTANTANEOUS WATERHEATERLABORATORYHOT WATERLHWR CP 1LHWR EWH 1LHWRLHWLCWLCWLHWLHWRLABORATORYCOLD WATERLHWRLCWLHWRLHWLCWLHWLHWRLHWLCWLHWRLHWLCWLHWRLHWLCWLHWRLHWLCWREFER TO P4.103/4" LHW1/2" LHWR1" LHW1/2" LHWRLCWLHWLCWLHWLCWLCWLCWLHWLCWLCWLHWLCWLHWLCWLHWLCWLHWLCWLCWLCWLHWLCWLHWLCWLHWLHWLCW3ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.1129313.0011/30/18PLUMBING - LAB HOTWATER RISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 013 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
SDRAININTENSITYMONITORSAMPLESAMPLEDRAINSAMPLESAMPLEFCTOCDRAIN DRAINRESISTIVITYDRAINDRAINRO-T-1RO WATER STORAGE TANKFRPRO-P-1RO-UV-1OZONE DESTRUCT UV185 NMRO-FF-1RO WATER FINAL FILTERCARTRIDGE FILTER150 GALLONRO WATER CIRCULATORVFDGRUNDFOSCRE 1010 GPM @ 50 PSIAQUAFINE ZCS SERIES10 GPM0.1 MICRON20" FILTERRO-CF-1RO WATERCARTRIDGE FILTER10 MICRONWATER SOFTENER5 GPM RO SERVICE FEEDRO-WS-19" X 48" HEIGHTRO-RO-1REVERSE OSMOSIS SKID8 GPM PRODUCT FLOWW/ VFD PUMP CONTROLRO-CE-1PWRP4.21NPCWP4.10FROM CAP4.30PWSP4.21NOTES:1. TOC SENSOR CELL, ANALYZER AND TRAMSMITTER. PIPE MOUNT BRACKET.XVLITPSEXI JSPITPITPIPITITPIXVPCVSET @70 PSIPI PIPIFQI YCPIPCVTITPCVPITAEATAEATSAMPLEBRINE TANKTANKCARBON EXCHANGESIMPLEX1/2" PVCCARTRIDGEWATER SOFTENERSPRAY BALLMANWAYRO-1BOOSTER PUMPRO/CDI SKID VENDOR PACKAGEFILTERS150 GAL.SIMPLEX CARBONEXCHANGE FILTER5 GPM RO SERVICECDIFINALFILTERSFCFLEXIBLECONNECTORSOLENOIDCONTROLPANEL6mm6mmNOTE 11-1/2"3"1"20"4"2"2"32mm32mmHYDROPHOBIC FILTERTHERMAL DUMP @ 80° FROTAMETER1"1"222ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.2029313.0011/30/18PLUMBING - PUREWATER GENERATIONDIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 022DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
RESEARCHLAB 367RESEARCHLAB 367RESEARCHLAB 367OPENRESEARCHLAB 276GLASSWASHROOM 276AGLASSWASHROOM 276AOPENRESEARCHLAB 276TISSUECULTURE(MAMMALIAN)276BOPENRESEARCHLAB 276TISSUECULTURE(BACTERIAL)276COPENRESEARCHLAB 276PWRPWSPWRPWSPWR1PWS1MECHANICAL ROOM32 mmNOTE 1SET POINTFLOW= 5 GPMNOTE 3NOTE 232 mmNOTE 2SET POINTFLOW= 5 GPMNOTE 3NOTE 1NOTES:1. SET PRESSURE REGULATOR LOOP TO 45 PSI.2. SET BACK PRESSURE VALVE AT 20 PSI.3. FLOW RATES SET WHEN ALL TAPS ARECLOSED.4. REFER TO FLOOR PLANS FOR LOCATIONS OFFIXTURE CONNECTIONS.32 mm5 GPM10 GPM (2.69 PSI LOSS/100 FT)(2.44 PSI LOSS/100 FT)25X3225X32PW SUPPLYP4.20PW RETURNP4.20BPVPIPIPCVPIPIFIPCVPIPIBPVPIPIFIBASEMENTBASEMENTLEVEL 1LEVEL 2LEVEL 3LEVEL 2LEVEL 3LEVEL 1LEVEL 4LEVEL 4PWRPWSLAB SINKLS-1LAB SINKLS-1LAB SINKLS-2LAB SINKLS-1LAB SINKLS-1GLASSWASHERGW-1LAB SINKLS-1LAB SINKLS-1PWRPWSLAB SINKLS-1LAB SINKLS-1LAB SINKLS-225 mm25 mm25 mm25 mm25 mm25 mm25 mmSANITARY CONNECTION (TYP.)SANITARY CONNECTION (TYP.)222222222ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.2129313.0011/30/18PLUMBING - PUREWATER RISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
BMSBMSBMSBMSBMSBMSBMSBMSBMSBMS16 CFM100 PSIG.35 CFM100 PSIG.100 PSIG.100 PSIG.CA C1CA C1N2 GEN1CA DD1CA F2CA F2CA F1CA F1CA D1CA C1CA R1N2 GEN1CA DD1CA D1CA F1CA F2CA R1CA DD1DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINN.C.BASEMENTBASEMENTNOTES:1. 48" CLEAR AREA AROUND ALL PIECES OF EQUIPMENT.2. EACH PIECE OF EQUIPMENT REQUIRES A FLOOR DRAIN.3. REFER TO 226500 FOR PIPE SPECIFICATION.99.5% N2MANUAL BLOW DOWNTANK DRAINSEE DWG. P4.50PCVSET POINT@ 100 PSIGPAH1/4" AIR PURGE1/4" AIR PURGEN.C.N.C.VENDOR PACKAGECONTROL PANEL DATACONTROL PANEL DATAPRESSUREALARM HIGHPRESSURE ALARMVENDOR PACKAGESET POINT@ 150 PSIGPRESSUREPAHPALMFLOWCFMCF/DAYCF/MONTHVENDOR PACKAGEITEM: COMPRESSORTYPE: OIL-FREEFLOW: 96.6 CFMSET PRESSURE: 150 PSIG.POWER: 30 HPDIMENSION: 69.3"L X 40.4"W X 63.8"HWEIGHT: 2,207 LBS.ITEM: RECEIVERTYPE: AIR RECEIVERSIZE: 200 GALLONSMATERIAL: STEEL EPOXY LINEDDIMENSION: 36" DIA. X 93" HITEM: DRYERTYPE: DESICCANT DRYERFLOW CAPACITY: 127 CFMWEIGHT: 222 LB-40° F DEW POINTDIMENSION: 21.7L X 12.9"W X 46.9"HELECTRICAL: 115 V / 1 PHASE / 60 HZITEM: NITROGEN GENERATIONTYPE: PSAOUTLET FLOW: 950 SCFHPURITY: 99.5%OUTLET PRESSURE: 100 PSIGELECTRICAL: 120 V / 1 PHASE / 60 HZVENDOR PACKAGEITEM: DRAINTYPE: AUTOMATIC TANKITEM: FILTERTYPE: COALESCING PRE-FILTERITEM: FILTERTYPE: 0.01 MICRON AFTER-FILTERAITSTATUSOXYGENANALYZERPSVPITFITFEPSVPIDPSPAHPSVPIDPS1/4" AIR PURGE1/4" AIR PURGEN.C.PRESSURE ALARM HIGHDPSPAHN.C.PRESSURE ALARM HIGHDPSPAHSET POINT@ 250 PSIG.SVHIGHATXXXPRESSURE ALARM HIGHDEW POINTANALYZERNITROGEN GENERATOR & RECEIVER TANK1" - N2 - A141-1/2" - CA - A13PSVSET POINT@ 250 PSIG.PIPSVSET POINT@ 250 PSIG.A-14 PIPINGA-13 PIPING1" - CA - A131" - CA - A131-1/2" - CA - A131" - CA - A13PCVSET POINT@ 100 PSIGN.C.N.C.1-1/2" - CA - A13SEE DWG. P4.31TO CA SYSTEMSEE DWG. P4.40TO VAC SYSTEMSEE DWG. P4.20TO PURE WATERXXXDPI2222ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.3029313.0011/30/18PLUMBING - NITROGEN &COMPRESSED AIRGENERATION DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
iCVD ROOMOPEN RESEARCHLABLAB EQUIPMENTRESEARCH LABRESEARCH LABTISSUE CULTURE(BACTERIAL)TISSUE CULTURE(MAMMALIAN)OPEN RESEARCHLABSUPPORT 1E-BEAMDEPOSITION ROOMOPEN RESEARCHLABSUPPORT 2CA1-CACA-100CA-100CA-100FUME HOOD
1 CFM
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FUME HOOD1 CFMCA-100CA-100CA-100CA-100CA-100CA-100CA-100CA-100CA-100OUTLET
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OUTLET
1 CFM
CA-100COMPRESSED AIRP4.301/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1001/2" CA-1003/4"3/4"3/4"DEVELOPED LENGTH = 350'PUMP PRESSURE = 110 PSIALLOWABLE PRESSURE DROP = 10 PSIPRESSURE DROP / 100 FT = 2.2 PSI1 OUTLET = 1 SCFM3/4"PIPILEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 2LEVEL 3LEVEL 4AA1" [36 CFM]1" [84 CFM]3/4" [36 CFM]3/4" [48 CFM]1" [84 CFM]REFER TOLAB BENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAIL1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[2 CFM]1/2" CA-100[2 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[2 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]1/2" CA-100[4 CFM]ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.3129313.0011/30/18PLUMBING -COMPRESSED DRY AIRRISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
M MLAB EQUIPMENTE-BEAMDEPOSITION ROOMiCVD ROOMTISSUE CULTURE(BACTERIAL)TISSUE CULTURE(MAMMALIAN)OPEN RESEARCHLABOPEN RESEARCHLABOPEN RESEARCHLABRESEARCH LABRESEARCH LABSUPPORT 1SUPPORT 2VAC1-SET @ 80 PSIVEVACCOMPRESSEDAIRVAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VAC3/4" VACVACOUTLET
0.5 CFM
OUTLET
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
OUTLET
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
FUME HOOD
0.5 CFM
FUME HOOD
0.5 CFM
OUTLET
0.5 CFM
FUME HOOD0.5 CFM
VACVACVACVACVACVACVACVACVACOUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM
OUTLET
0.5 CFM LEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 2LEVEL 3LEVEL 4CC(VENDOR PACKAGE)DRAIN (TYPICAL)VACUUMRECEIVERVEVACUUM PUMP SKIDAUTOMATICDRAINVACUUM PUMP EXHAUST THRU ROOFLOW POINT DRAINSIGHT GLASSDRAIN2" [17.5 acfm]2" [42 acfm]2" [42 acfm]2" [24.5 acfm]3/4" VAC [1 CFM]REFER TOLABBENCHDETAIL3/4" VAC [1 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [1 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4" VAC [2 CFM]REFER TOLABBENCHDETAIL3/4"3/4"1. AUTO DRAIN VALVE ON VACUUM RECEIVER.NOTES:2. CONNECT TO BMS FOR OPERATION AND ALARMING CAPABILITIES.3/4"3/4"DEVELOPED LENGTH = 350'PUMP PRESSURE = 25 IN HgDESIGN PRESSURE AT INLET = 20 IN HgALLOWABLE PRESSURE DROP = 5 IN HgPRESSURE DROP / 100 FT = 1.25 IN Hg1 INLET = 0.5 SCFMPITPSVPIPIPCVPIPIArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.4029313.0011/30/18PLUMBING - VACUUMRISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
iCVD ROOMTISSUE CULTURE(MAMMALIAN)TISSUE CULTURE(BACTERIAL)OPEN RESEARCHLABLAB EQUIPMENTE-BEAMDEPOSITION ROOMOPEN RESEARCHLABOPEN RESEARCHLABRESEARCH LABRESEARCH LABSUPPORT 1SUPPORT 2N21-N2-100N2-100N2-100N2-100OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
OUTLET
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
OUTLET
1 CFM
FUME HOOD
1 CFM
OUTLET
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
FUME HOOD
1 CFM
FUME HOOD
1 CFM
OUTLET
1 CFM
FUME HOOD1 CFMN2-100N2-100N2-100N2-100N2-100N2-100N2-100N2-100FUME HOOD
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
OUTLET
1 CFM
N2-100NITROGENP4.301/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1001/2" N2-1003/4"3/4"3/4"3/4"PIPILEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 2LEVEL 3LEVEL 4BB1" [36 CFM]1" [86 CFM]3/4" [36 CFM]3/4" [50 CFM]1" [86 CFM]REFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAILREFER TOLABBENCHDETAIL1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[4 CFM]1/2" N2-100[3 CFM]1/2" N2-100[2 CFM]1/2" N2-100[2 CFM]1/2" N2-100[4 CFM]ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.5029313.0011/30/18PLUMBING - NITROGENRISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
2"LW4"LW2"LW2"LW4"LW4"LW 4"LW4"LW4"LW4"LW4"LW4"LW4"LW2"LW4"LW4"LW4"LW4"LW367RESEARCHLAB367RESEARCHLAB367FE-BEAMDEPOSITION ROOM367RESEARCHLABRESEARCHLAB367OPEN RESEARCHLAB276TISSUE CULTURE(BACTERIAL)276CTISSUE CULTURE(MAMMALIAN)276BOPEN RESEARCHLAB276GLASSWASH276AOPEN RESEARCHLAB276OPEN RESEARCHLAB276OPEN RESEARCHLAB276GLASSWASH276A367RESEARCHLABLEVEL 2LEVEL 3BASEMENTLEVEL 1LEVEL 4BASEMENTLEVEL 2LEVEL 3LEVEL 4LEVEL 12"LW2"LVFHCS-12"LW2"LV2"LVLS-2COLS-13"LWCO4"LWCO4"LW4"LW2"LVCS-1FHLS-12"LV 3"LV3"LV4"FD-B4"FD-B4"LWCO4"LWCO4"LW4"LW2"LV2"LVLS-12"LVLS-22"LVLS-12"LVLS-1LS-1LS-12"LW2"LVCS-1FHCS-1FH2"LVLS-12"LV2"LV2"LV2"LV2"LV2"LV2"LVCO4"FD-B4"FD-BCOCO2"LV2"LV2"LV2"LV2"LV2"LV2"LV4"FD-BCO3"LVTR3"LVTR2"LVCO2"LW2"LW2"LW2"LW2"LW2"LW2"LV2"LW2"LW2"LWCOCOWB-12"LV4" LABORATORYWASTEU-TRAPWATER TIGHT SLEEVEEXTERIOR WALL2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP4.6029313.0011/30/18PLUMBING LAB WASTE &VENT RISER DIAGRAM# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA12/18/2018
CARPET CLIPUNFINISHED ORCARPETED FLOORFINISHED SLABNICKEL BRONZE TOPSET SCREWFINISHED FLOORFINISHED SLABCAST IRON CLEANOUTBODY WITH PUSH-ONGASKETADJUSTABLE TOPHOUSINGGASKETED CONNECTIONPVC CLEANOUT PIPEBRONZE CLEANOUTPLUG WITH GASKETEDSEALRISER CLAMP1/2" MIN1 1/2"SERVICE PIPESCHEDULE 40 PIPE ONENOMINAL SIZE LARGERTHAN SLEEVESLEEVE, MINIMUM ONENOMINAL SIZE LARGERTHAN RISERFLOOR SLABFLOOR FLANGEMETAL DECKUL LISTED FIRE STOPPINGASSEMBLY TO MATCHFLOOR RATINGNOTES:1. REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2. ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR PIPE TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. SLOPE TO DRAINNOTE:WHERE EDGE OF FLOOR DRAIN ISWITHIN 24 INCHES OF WALL, ADJUSTSLOPE TO SUIT INSTALLATION. CAST IRON DRAIN BODYWITH PUSH-ON GASKETDRAININSTALL FLOOR DRAIN 1/2"BELOW FINISHED FLOOR.CONCRETE TRADE SHALLFINISH THE TOP OF FLOORFLUSH WITH DRAIN.TILE WHERE APPLICABLE1/2"NOTE:WHERE EDGE OF FLOOR DRAIN IS WITHIN 24 INCHES OF WALL,ADJUST SLOPE TO SUIT INSTALLATION.CAST IRON DRAIN BODYWITH PUSH-ON GASKETDRAININSTALL FLOOR DRAIN1/2" BELOW FINISHEDFLOOR. CONCRETETRADE SHALL FINISH THETOP OF FLOOR FLUSHWITH DRAIN.SLOPE TO DRAINREFER TOPLANSPIPE CLAMPFINISHED FLOOR SLABFOOTINGIRON STRAP5/8" RODFOUNDATION WALLFLEXIBLE JOINTASSEMBLY (TYP.)MECH. RESTRAINTCOLLAR (TYP. FOR 2)WATERTIGHT PENETRATIONASSEMBLY4"0' - 0 19/32"0' - 0 1/2"MODULAR MECHANICALSEALSERVICEPIPESTEEL SLEEVE WITHWELDED WATER STOPCOLLARCONCRETE WALL/FLOORSTAINLESS STEELBOLT/NUTPRESSURE PLATES8" X 8" GRADE CLEANOUT. POLISHEDBRONZE FRAME, AND HINGEDCOVER, W/CI CLEAN OUT PLUGFINISHED GRADESANITARY OR DRAIN LINEBELOW GRADE. SIZED ASSHOWN ON DRAWINGS4" RISE TO GRADE.24" X 24" X 4" CONCRETEPAD FLUSH WITH GRADEFINISHED FLOORNICKEL BRONZE TOPSET SCREWFINISHED FLOORFINISHED SLABCAST IRON CLEANOUTBODY WITH PUSH-ONGASKETAJUSTABLE TOP HOUSINGGASKETED CONNECTIONCAST IRON CLEANOUT PIPEBRONZE CLEANOUT PLUGWITH GASKETED SEALNOTE:WHERE INSTALLING WITHIN AN EXISTING SLAB, SLABWILL NEED TO BE CUT, CLEANOUTS PLACED, ANDREPOURED. COORDINATE WITH CONCRETE CONTRACTOR.72"ABOVE ROOFROOFSCREENROOF DECKSLOPE DOWN TO PUMPDRAIN VALVEROOFING MEMBRANEFLASHING (BY OTHERS)TURN DOWN ELBOWPROVIDE W/SCREENSTAINLESS STEEL CLAMPFRICTION CLAMP TO STRUCTUREWITH 4 WAY BRACEPROVIDE LOW POINTDRAIN AT TRAPSSTAINLESS STEELEXHAUST PIPESTAINLESS STEEL CLAMP4'-6"FINISHED FLOORNATURAL GAS ISOLATIONVALVE IN CABINETGAS CABINET WITH GLASSDOOR(REFER TO SPECIFICATION)NATURAL GASSERVICE TO LAB OUTLETSNATURAL GASSERVICEGAS PIPING IN WALLArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP5.0129313.0011/30/18PLUMBING- DETAILSSCALE:NTS1FLOOR CLEANOUTSCALE:NTS2INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORTSCALE:NTS3FINISHED FLOOR DRAINSCALE:NTS4UNFINISHED FLOOR DRAINSCALE:NTS5WATER SERVICE THRU FOUNDATION WALLSCALE:NTS6WATERTIGHT PIPE PENETRATIONSCALE:NTS9GRADE CLEANOUTSCALE:NTS10FLOOR CLEAN OUTSCALE:NTS7VACUUM PUMP EXHAUSTSCALE:NTS8LOCAL NATURAL GAS VALVE IN CABINET# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
EXPASION FITTING(FLEXIBLE LOOP)SLIDING SUPPORT POINT"B"SERVICE PIPESLIDING SUPPORT POINT"A"CL375652 1/22604045551 1/213/4PIPE SIZE[IN]DIMENSIONL [IN]NOTES:1. LOOP LENGTH DESIGNED FOR A MAXIMUMLINEAL EXPANSION OF 1 1/2".2. MAXIMUM DISTANCE BETWEEN ANCHORSSHALL BE 100 FEET.LL/2CLCLCLCLCLCLPIPE INSULATIONWELD (TYP.)ANCHORGUIDEPIPE INSULATIONWELD (TYP.)3" SPACE1/4" STEEL PLATE (WELDTO STAINLESS STEELRISER CLAMP)304 STAINLESS STEELRISER CLAMP WITH 1/4"STAINLESS NUTS ANDBOLTSSTAINLESS STEELSPIDER GUIDE8" LONGSCHEDULE 10STEEL SLEEVEATTACH TOSTRUCTURAL STEEL(TYP.)1/4"x3" WIDE STEELSUPPORT BRACKET(TYP.)1/4" STAINLESS STEELNUTS & BOLTS (TYP.)STAINLESS STEELPIPING SYSTEMSTAINLESS STEELPIPING SYSTEMATTACH TO BUILDINGSTRUCTURESTEEL ANGLE BRACKETS(WELD TO 1/4" STEELPLATE)A1/2 OF A1/2 OF ASERVICE PIPEPIPE INSULATIONHANGERINSULATION SHIELD(SEE SCHEDULE)NOTE:1. SEE SPECIFICATION FOR FLANGER SIZESINSULATION SHIELD SCHEDULEPIPE SIZEDIMENSION "A"GAUGE OF SHIELDSHIELD THICKNESS1/2" TO 4"12"180.04805" TO 6"18"160.0600ABOVE 6"24"140.0750CLCLCLCLNOTE:1. SEE SPECIFICATION FOR HANGER SIZES.HEAVY DUTY CLEVIS HANGERINSULATION SHIELD(REFER TOSPECIFICATION)SERVICE PIPESUPPORT NUTLOCKING NUTPIPE INSULATIONCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLNOTE:1. SEE SPECIFICATION FOR HANGER SIZES.DIELECTRIC INSULATIONINSULATION SHIELD(REFER TO SPECIFICATION)METAL STRUTPIPE SUPPORTSERVICE PIPELOCKING NUTPIPE INSULATIONCOPPERSERVICE PIPEMETAL STRUTSUPPORT NUTROD1 1/2"1/2" MINSERVICE PIPERISER CLAMPSCHEDULE 40 PIPESLEEVEFLOOR FLANGE (SECURE TOFLOOR SLAB)SLEEVE, MINIMUM ONENOMINAL SIZE LARGER THANRISERUL LISTED FIRE STOPPINGASSEMBLY TO MATCHFLOOR RATINGMETAL DECKFLOOR SLABAPPLY WATERTIGHTSEALANT BELOW FLANGEAND AROUND SLEEVENOTES:1. REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2. ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR PIPE TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. INSULATIONUNDER DECK CLAMPROOF DRAIN BODYROOF TO INCLUDESPLAY OUT ATPIPE HANGERDETAILSFOR ROOF DRAIN INSTALLATIONREFER TO ARCHITECTURAL DRAWINGSROOF DRAIN12"H STANDPIPEINCREASE DIAMETERONE PIPE SIZEAIR GAPW&TSTANDPIPE DRAINCONDENSATE DRAINFROM HVAC SYSTEMSBACK WATER VALVETO STORMREFER TOFLOOR PLANSSEAL BOTH SIDES WITHACOUSTICAL SEALANTWALL RE: ARCHPIPEINSULATION WHERESPECIFIED1/2" MIN SPACE. PACK WITHFIBROUS MATERIAL ALL AROUNDGALVANIZED STEEL PIPESLEEVE FLUSH WITH WALLINSULATEDPIPENOTE:WHERE PIPING IS EXPOSED TO VIEW PROVIDE WITH ESCUTCHEON.UNINSULATEDPIPEGRADE18"-24" ABOVEFINISH GRADEHINGEADDRESS FINISH WITH ARCHITECTEXTERIOR WALLSECURE TO WALLOVERFLOW PIPEArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP5.0229313.0011/30/18PLUMBING - DETAILSSCALE:NTS1FLEXIBLE EXPANSION LOOPSCALE:NTS2HOT WATER EXPANSION LOOPSCALE:NTS3PIPE ANCHOR WITH GUIDESCALE:NTS4PIPE HANGER SHIELDSCALE:NTS5PIPE HANGER SUPPORTSCALE:NTS6PIPE HANGER SUPPORTSCALE:NTS7INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORT1SCALE:NTS8RAIN WATER PIPING INSULATIONSCALE:NTS9CONDENSATE OPEN END DRAIN (TO STORM)SCALE:NTS10NON-RATED INTERIOR WALL PENETRATIONSCALE:NTS11OVERFLOW SYSTEM DOWNSPOUT COVER# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
FINISHED FLOOR2"CONNECT TO SERVICESON TOP OF FUME HOODCEILINGNON-SPILL PRESSURE TYPE VACUUM BREAKER (TYP)2" LAB VENT IN WALLP-TRAPLAB COLD WATERCOMPRESSED AIRVACUUMLCWVACCALVLVLWNITROGENN2FINISHED FLOORCONNECT TO SERVICESON TOP OF FUME HOODCEILINGCOMPRESSED AIRVACUUMVACCANITROGENN2GLASSWASHER(POS)ISOLATION VALVE(TYP.)PRESSURE REGULATORSET AT -- PSIGPRESSURE REGULATORSET AT 50 PSIGPRESSURE GAUGE (TYP.)UNION CONNECTION(TYP.)WATER HAMMERARRESTOR (TYP.)PROVIDE ANTI-SPILLVACUUM BREAKER(REFER TOSPECIFICATION)INLINE FLOW METER (TYP.)FLOOR DRAINWATER FILTER(REFER TOSPECIFICATION FORMODEL NUMBER)PET COCK ( TYP.)6DCONTROL VALVE(INTERLOCKED TOGLASSWASHER)PRESSURE REGULATORSET AT 50 PSIGGLASSWASHERPURE WATERSTORAGE TANKEXTEND FULL SIZEINDIRECT WASTE TOFLOOR DRAINFINISHED FLOORNOTES:1. REFER TO FLOOR PLANS FOR PIPE SIZES2. REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIESCOMPRESSEDAIRLABCOLD WATERPWSPWSFMWHACWCAP-TRAPLAB SINKCEILING25MM PWS2" LVW /1/2" INSULATIONLAB SINKPIPING DROP WITHINENCLOSURENOTE:1. COORDINATE PIPING TO FIT WITHIN CHASEPIPING IN CHASEEPOXY COATED UNISTRUTWITH PIPE CLAMPS ONALL SERVICESREMOVABLE ACCESSPANEL W/SHUT-OFFVALVESESCUTCHEONS PLATESAT ALL PENETRATIONSNOTE: PROVIDEMIN. PIPE SPACING 1"IN THE ENCLOSUREPURIFIED WATERSTAINLESS STEEL USE-POINT FAUCETEYEWASH/DRENCHHOSE UNITCOUNTERFRONT VIEWSIDE VIEW25MM PWS1/2" LHW1/2" LCWPROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW1/2" HWMILLIQCONNECTOR6'-0"FINISHED FLOORPRESSURE REGULATORGAS MANIFOLDW/AUTOMATICSWITCHOVER.(SEE SPECIFICATIONS)LOCAL ANNUNCIATORDUPLEX ELECTRICALOUTLETIDENTIFICATION SIGNPRESSURE GAUGE (TYP.)PIGTAIL(SEE SPECIFICATIONS)GAS CYLINDER(POS)RELIEF VALVEBLOCK & BLEED W/PURGEPOINTSCHANGE OVERREGULATOR ASSEMBLYTOSYSTEMVENTTO OUTSIDEREFER TOARCH DWGSINCUBATOR(POS)CEILINGWALL MOUNTEDALUMINUM PLATEISOLATION VALVECO2 PIPING IN WALLDIAPHRAGM VALVEPRESSUREREGULATOR SET AT 15 PSI(2) INCUBATORFLEXIBLECONNECTIONSFINISHED FLOORINCUBATOR(POS)NOTES:1. REFER TO FLOOR PLANS FOR PIPE SIZES2. REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIESCARBONDIOXIDE1/2"PRESSURE REGULATORSET AT -- PSIGICE MACHINE(POS)PRESSURE GAUGE (TYP.)PET COCK ( TYP.)WATER FILTER(REFER TOSPECIFICATION FORMODEL NUMBER)1/4" COPPER TUBINGUNION CONNECTION(TYP.)INLINE BACK FLOW PREVENTERBALL VALVE ( TYP.)EXTEND FULL SIZEINDIRECT WASTETO FLOOR DRAINFLOOR DRAIN W/FUNNELFINISHED FLOORNOTES:1. REFER TO FLOOR PLANS FOR PIPE SIZES2. REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIESPWSPWSPWSIWIWArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP5.0329313.0011/30/18PLUMBING - DETAILSSCALE:NTS1FUME HOOD W/ CUP SINK CONNECTIONSCALE:NTS2FUME HOOD CONNECTIONSCALE:NTS3GLASSWASHER CONNECTIONSCALE:NTS5TYPICAL LABORATORY SINK SERVICESSCALE:NTS6TYPICAL GAS MANIFOLD SETUPSCALE:NTS7C02 INCUBATOR CONNECTIONSCALE:NTS4LABORATORY ICE MACHINE CONNECTION# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
P-TRAPLAB SINKCEILING25MM PWS2" LVW /1/2" INSULATIONLAB SINKPIPING DROP WITHINENCLOSURENOTE:1. COORDINATE PIPING TO FIT WITHIN CHASEPIPING IN CHASEEPOXY COATED UNISTRUTWITH PIPE CLAMPS ONALL SERVICESREMOVABLE ACCESSPANEL W/SHUT-OFFVALVESESCUTCHEONS PLATESAT ALL PENETRATIONSNOTE: PROVIDEMIN. PIPE SPACING 1"IN THE ENCLOSUREPURIFIED WATERSTAINLESS STEEL USE-POINT FAUCETEYEWASH/DRENCHHOSE UNITCOUNTERFRONT VIEWSIDE VIEW25MM PWS1/2" LHW1/2" LCWPROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW1/2" HWMILLIQCONNECTORUCD-11/2" CW1/2" HW GROUTNEMA CONTROL PANELCOORDINATE PANEL LOCATIONWITH OTHER EQUIPMENTPUMP REMOVAL SYSTEMCONTROL PANEL SUPPORTLAG PUMP ON (LSHH) AND ALARM LIGHTLEAD PUMP ON (LSL)SLOPE BOTTOM TO PUMP INLET.BOTH PUMPS OFF (LSLL)ALSO ALTERNATE LEAD LAG SEQUENCELIQUID LEVEL CONTROLCABLES TO BE IN ONECONDUIT. PUMP POWERCABLES TO BE INSEPARATE CONDUIT.AUDIBLE ALARM (LSH)JUNCTION BOXES W/PLIABLEGAS TIGHT SEALSLIFTING ROPEGAS TIGHT EJECTOR PIT COVER(SEE SPECIFICATIONS)ALUMINUM STEPFLANGE ANCHOR BOLTSWATERTIGHT SLEEVEPUMP DISCHARGELIQUID LEVEL CONTROLSEFFLUENT PIPEINV.: -2'-0" B.F.F.POWER CABLECONCRETE PIT ORPRECAST REINF. CONCMANHOLE SECTIONCONFORMING TO ASTM C478.(SEE STRUCTURAL DRAWINGS)PROVIDEWATERTIGHT SLEEVEPUMPNOTES:1. REFER TO PLANS AND SPECIFICATIONS FOR PIT DIMESIONS.2. REFER TO PLANS AND SPECIFICATIONS FOR PUMP TYPES AND CAPACITIES.3. REFER TO SPECIFICATIONS FOR PIPE MATERIALS.SEWAGE EJECTOR PUMP SYSTEMCOMPONENTS:1. One sump.2. One level control w/ four points level setting , LSHH (90%), LSH(70%), LSL(40%) & LSLL(10%), level setting shall be field adjustable and will be finalized later.3. Two sump pumps w/ local panel.SEQUENCE OF OPERATION:1. On sump pumps local panel faceplate, there are two H/O/A switches, one for each sump pump; operator can manually start sump pumps by setting H/O/A to hand position.2.In normal operation, the H/O/A switches shall be in Auto position, pumps shall be controlled by level.* LSLL shall shut down both sump pumps for both hand & Auto positions and alternate pumps.* LSL shall start lead sump pump.* LSH provides dry contact (SPDT) for remote HIGH level alarm indication.* LSHH shall start lag sump pump.3. The ejector pumps lead lag control shall be automatic so as to equalize the pumps run time.ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477As indicatedP5.0429313.0011/30/18PLUMBING - DETAILSSCALE:NTS2TYPICAL LABORATORY SINK SERVICESSCALE:NTS1LAB BENCH CONNECTION3/4" VAC 1/2" N2 1/2" CADROP FROM PLBG MAIN & CONNECT TO MODULAR ALUMINUM FRAMING SYSTEMMODULAR ALUMINUM FRAMING SYSTEM BY ARCHITECTFLEXIBLE TUBING BY ARCHITECTLAB TURRETS BY ARCHITECTFLEXIBLE HOSESWAGELOK 1/4 TURN BALL VALVE W/ COMPRESSION CONNECTIONSFLEXIBLE HOSESCALE:NTS3DUPLEX SUBMERSIBLE SUMP PUMP# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B53912/10/2018
NOTE:1. IN MULTIPLE PUMP SETS PERFORMANCE CHARACTERISTICS INDICATED FOR EACH PUMPPLUMBING SCHEDULE - PUMPSTAGDESCRIPTION TYPE MANUFACTURER MODEL FLOW HEADELECTRICALSYSTEM SERVED LOCATION REMARKSABB. No.VOLTAGE PHASE FREQUENCY HP RPMVAC-VP 1 VACUUM PUMP DUPLEX SKID MOUNTEDWEIL 2533 30 GPM 35'480 V 3 60 Hz 4 1750 LABORATORY VACUUM BASEMENTMECHANICAL ROOMW/ 120 GAL VACUUM RECEIVERPLUMBING SCHEDULE - AIR EQUIPMENTTAGDESCRIPTION TYPE MANUFACTURER MODELFLOWRATE PRESSUREELECTRICALSYSTEMSERVED LOCATION REMARKSABB. No.VOLTAGE PHASE FREQUENCY HP RPMCA AIR COMPRESSOR DUPLEX ROTARYTOOTHAIR COMPRESSOR(AIR COOLED)ATLAS COPCO ZT 22-10 96.6SCFMPERPACKAGE150 PSI 460 V 3 60 Hz 30 3600 COMPRESSEDAIRBASEMENTMECHANICAL ROOMW/ 200 GAL RECEIVER, DUALDESICCANT AIR DYERS, DUALFILTER AND DEW POINT MONITORW/ ALARMPLUMBING SCHEDULE - WATER HEATER (ELECTRIC)TAGDESCRIPTION MANUFACTURER MODELSTORAGECAPACITYRECOVERY INPUT TEMPSETTING REMARKS LOCATIONABB. No.GPMDEGRISEEWH 1 ELECTRIC WATERHEATEREEMAX EX100 1 40 °F 10KW 140 °F - MECHANICAL1A/1BPLUMBING SCHEDULE - FIXTURE CONNECTIONDESCRIPTION ABB. SOIL/WASTE VENTCOLDWATERHOTWATEREMERGENCYTEMPEREDWATERLABCOLD WATERLABHOT WATERLABWASTELABVENTELECTRIC WATERCOOLEREWC 1-1/4" 1-1/2" 1/2"EMERGENCY EYEWASHEW1/2"EMERGENCYSHOWERES1"HOSE BIBB HB3/4"KITCHENETTESINKSK 1-1/2" 2" 1/2" 1/2"LAB SINK LS1/2" 1/2" 2" 2"LAVATORY L 2" 2" 1/2" 1/2"MOP SERVICEBASINMSB 3" 2" 3/4" 3/4"SINK SK 2" 2" 1/2" 1/2"WALL HYDRANT WH3/4"WATER CLOSET WC 2-1/2" 2" 1"EMERGENCYSHOWER/EYEWASHES/EW1-1/4"2" 2"PLUMBING SCHEDULE - TRAP PRIMER VALVETAGDESCRIPTION TYPE MANUFACTURER MODEL REMARKS LOCATIONABB. No.TP 1 TRAP PRIMER VALVE ELECTRONIC TRAP PRIMERVALVE (120V)PRECISION PLUMBINGPRODUCTSPPP INCMPB-500-115VPROVIDE W/ SUPPLY TUBE ANDDISTRIBUTION BOXLABORATORY FLOOR DRAINSTP 2 TRAP PRIMER VALVE ELECTRONIC TRAP PRIMERVALVE (120V)PRECISION PLUMBINGPRODUCTSPPP INC#PTS-8IN SURFACE MOUNTEDCABINETMECHANICAL ROOMSJAN & STORAGE CLOSETSPLUMBING SCHEDULE - MIXING VALVESTAGDESCRIPTION TYPE MANUFACTURER MODEL REMARKS LOCATIONABB. No.TMV2 EMERGENCY EYE WASHMIXING VALVETHERMOSTATIC LAWLER 911 FLOW=5 GPMPLUMBING SCHEDULE - DRAINTAGDESCRIPTION MANUFACTURER MODEL OUTLET STRAINER REMARKS LOCATIONABB. NoTRAP PRIMER REQUIREMENTSFD A FLOOR DRAIN JR SMITH 2051C-P050 CAULK ROUND NICKELBRONZE5" DIA STRAINER W/ TRAP CONNECTIONSHOWERS, TOILETROOMSFDBFLOOR DRAINTHREADED7" DIA STRAINER, CORROSION RESISTANT.SS BODY W/TP CONNECTIONFDCFLOOR DRAINCAULK CAST IRON 12" DIA HEAVY DUTY STRAINER, W/ TRAPPRIMER CONNECTION. PROVIDE OVAL FUNNEL9704 AT HVAC EQUIPMENT.MECHANICAL ROOMSMECHANICALROOMS &LABORATORIESWHERE NOTED304 ST. STEEL TOPPROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUNDJR SMITH 2041C-P050JR SMITH 9700T-P050-WSH-UPROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUNDPROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUNDPROVIDE FUNNEL 9703 WHERE DRAIN IS PROVIDED FOR MECHANICAL EQUIPMENT.PLUMBING SCHEDULE - FIXTURETAGDESCRIPTIONFIXTUREDIMENSIONSFITTINGTRAP SUPPLY CARRIER REMARKS HC LOCATIONABB. No. TYPE MANUFACTURER MODEL MANUFACTURER MODEL TYPEWC 1,1A WATER CLOSET WALL MOUNTED KOHLER K-4330 27" TOTO TET6LN32#CP 1.28 GPF SENSOR FLUSHVALVE, HYDROPOWERSELF-GENERATING SYSTEMWITH MECHANICALOVERRIDEINTEGRAL 1" SUPPLY WALL MOUNTED PROVIDE W/ SC534 OPEN FRONT SEAT, LESS COVERUSE SPLIT GRAB BARS FOR ADA INSTALLATIONYes RESTROOML 1A LAVATORY VITREOUS CHINA,UNDERMOUNT/WALL-MOUNTEDIRON PLAINS UNDERMOUNT:K-5400WALL-MOUNT:K-2005UNDERMOUNT:15" x 12"WALL-MOUNT:20" x 18"MOEN 8215F05 MANUAL DUAL LEVERFAUCET 0.5 GPM FLOW1 1/4-INCH C.P. CASTBRASS P-TRAP W/COMcGUIRE #8902-C3/8" SUPPLIESMcGUIRE #LF170UNDERMOUNT:COUNTER TOPWALL-HUNG:WALLPROVIDE McGUIRE #155WC OFFSET DRAIN, INSULATESUPPLY & WASTE PIPING W/ TRUEBRO KIT, PROVIDEPERFORATED GRID DRAIN.Yes RESTROOMLS 1 LAB SINK INTEGRAL W/ CASEWORK REFER TO ARCHDWGS & SPECS--- -- REFER TO ARCHDWGS & SPECS-- DUAL-TEMP GOOSENECKFAUCET WITH VACUUMBREAKER1 1/2" PP P-TRAP W/CO PLUG;MECHANICAL JOINTS3/8" SUPPLIESMcGUIRE #LF170INTEGRAL W/COUNTERNOCEILING MOUNTED(RECESSED)ES 1 EMERGENCY SHOWER RECESSED EMERGENCYSHOWERREFER TOARCHDWGS &SPECS-- ------ --- - 1 1/4" SUPPLYYesLABORATORIESLABORATORIESCHROME FINISH WITH EPOXY COATING.PROVIDE EMERGENCY EQUIPMENT IDENTIFICATIONSIGN; PROVIDE SIGN INDICATING LOCATION OFSHUT-OFF VALVE ABOVE CLNG. INCLUDE LIGHT, ALARM,AND 20 GPM FLOW CONTROL.SK 1 SINKDOUBLECOMPARTMENT18 GAUGE, TYPE 316 ST.STEEL UNDERMOUNTMOEN 8701 SINGLE LEVER DECKMOUNTED FAUCET W/PULL-OUT SPRAY AND 1.5GPMAERATOR1 1/2-INCH C.P. CASTBRASS P-TRAP W/COMcGUIRE #8912-C3/8" SUPPLIESMcGUIRE #LF170COUNTER TOP PROVIDE LK-35 OFFSET DRAIN W/ GRID STRAINER,INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KITYes LEVEL 1 KITCHENETTELS 2 LAB SINK INTEGRAL W/ CASEWORK REFER TO ARCHDWGS & SPECS--- -- REFER TO ARCHDWGS & SPECS-- DUAL-TEMP GOOSENECKFAUCET WITH VACUUMBREAKER1 1/2" PP P-TRAP W/CO PLUG;MECHANICAL JOINTS3/8" SUPPLIESMcGUIRE #LF170INTEGRAL W/COUNTERYesLABORATORIESCHROME FINISH WITH EPOXY COATING.CS 1 CUP SINK - REFER TO ARCHDWGS & SPECS--- -- REFER TO ARCHDWGS & SPECS-- - 1 1/2" PP P-TRAP W/CO PLUG;MECHANICAL JOINTS3/8" SUPPLIESMcGUIRE #LF170INTEGRAL W/COUNTERNOLABORATORIES-LHWR-CP 1 CIRCULATION PUMP IN LINE GRUNDFOS2 gpm 21 ft 120 V 1 60 Hz - 3450 LABORATORY HOTWATER-MAGNA3-40-120FTMV1 SAFETY SHOWERMIXING VALVETHERMOSTATIC LAWLER 911 FLOW=25 GPM LEVEL 2 & 3 LABSLEVEL 2 & 3 LABSBASEMENTMECHANICAL ROOMSK 2 SINKSINGLECOMPARTMENT18 GAUGE, TYPE 316 ST.STEEL UNDERMOUNTMOEN 8701 SINGLE LEVER DECKMOUNTED FAUCET W/PULL-OUT SPRAY AND 1.5GPMAERATOR1 1/2-INCH C.P. CASTBRASS P-TRAP W/COMcGUIRE #8912-C3/8" SUPPLIESMcGUIRE #LF170COUNTER TOP PROVIDE LK-35 OFFSET DRAIN W/ GRID STRAINER,INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KITYes LEVEL 2 COMMONSPACEELKAYELKAY LUSTERTONEDOUBLE BOWLUNDERMOUNTSINK----DECK MOUNTEDEW 1 EMERGENCY EYE WASH EMERGENCYEYEWASHREFER TOARCHDWGS &SPECS-- ------ --- - 1/2" SUPPLYYesLABORATORIESPROVIDE EMERGENCY EQUIPMENT IDENTIFICATIONSIGN; PROVIDE SIGN INDICATING LOCATION OFSHUT-OFF VALVE ABOVE CLNG. INCLUDE LIGHT, ALARM,AND 3 GPM FLOW CONTROL.REFER TO ARCHDWGS & SPECSREFER TO ARCHDWGS & SPECSSAN-SP 1A/1B SANITARY WASTESUMP PUMPDUPLEX SAN SUMPPUMPGLOBAL VAC GPVBD-1102-P-120 73 ACFMEACH25" Hg480 V 3 60 Hz 3 1750 SANITARY WASTE BASEMENTMECHANICAL ROOM-WB 1 WASHINGMACHINEBOX- WATTS --- -- -- -- RECESSED WALLMOUNTED1 1/2" P-TRAP - -NOLABORATORIES-CUP SINK CS1/2"2" 2"LUSTERTONESINGLE BOWLUNDERMOUNTSINKEWC 1 ELECTRICWATERCOOLERELKAYWALL MOUNTED INTEGRALYES-STAINLESS STEELEZ(S)8 -- -- --1/2" CW - -222ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSP7.0129313.0011/30/18PLUMBING - SCHEDULES# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 1/7/18 ADDENDUM 02DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F51/4/2019
SQUARE FEET
ENTERING AIR TEMPERATURE
SQFT
EAT
VARIABLE FREQUENCY DRIVE
VARIABLE VOLUME EXHAUST AIR TERMINAL BOX
WET BULB TEMPERATURE
VARIABLE VOLUME SUPPLY AIR TERMINAL BOX
LAT
KW
IN
HX
HZ
HW
HWS
HWR
HRC
HR
HP
HPS
HPR
HD
LEAVING AIR TEMPERATURE
KILOWATT
INCHES
HEAT EXCHANGER
HERTZ
HEAT RECOVERY COIL - GLYCOL
HOT WATER SUPPLY
HOT WATER RETURN
HIGH PRESSURE STEAM (>15 psig)
HIGH PRESSURE CONDENSATE RETURN
HOT WATER
HOUR
HEAD
HORSEPOWER
GS
HB
GR
GALV
GA
FT
FTR
FPM
FLEX
FCV
FD
FA
FCU
F
EXH
EWT
ESP
ET
ER
ELEC
EF
EG
HOSE BIBB CONN W/CHAINED CAP
GLYCOL SUPPLY
GALVANIZED
GLYCOL RETURN
FINNED TUBE RADIATION
GAUGE
FEET
FEET PER MINUTE
WB
W/O
WG
WMS
W/
W
VFD
VVE
VV
VD
V
WITHOUT
WATER GAUGE
WIRE MESH SCREEN
WITH
WIDTH
VOLUME DAMPER
VENT
FLOW CONTROL VALVE
FIRE DAMPER (W/ ACCESS DOOR)
FLEXIBLE
FAN COIL UNIT
FREE AREA
FAN
EXTERNAL STATIC PRESSURE
ENTERING WATER TEMPERATURE
EXHAUST REGISTER
EXHAUST
EXPANSION TANK
EXHAUST FAN
ELECTRICAL
EXHAUST GRILLE
TEMPERATURETEMP
UV
TYP
UNIT VENTILATOR
TYPICAL
STM
SUP
STL
STDBY
SS
STANDBY
STEAM
STAINLESS STEEL
SUPPLY
STEEL
POUNDS PER CUBIC FOOT
REVOLUTIONS PER MINUTE
PROCESS CHILLED WATER
PROCESS CHILLED WATER RETURN
(REFER TO CONTROLS LEGEND ABBREVIATIONS FOR ADDITIONAL NOMENCLATURE)
COMBINATION AUTOMATIC SMOKE/FIRE DAMPER
POUNDS PER SQUARE INCH GAUGE
SOUND ATTENUATOR
PRESSURE REDUCING VALVE
PUMPED CONDENSATE
LEAVING WATER TEMPERATURE
LOW PRESSURE STEAM (0-15 psig)
LOW PRESSURE CONDENSATE RETURN
NUMBERNO.
EA
DOV
DN
DIM
DDCFP
DDC
CWS
D
DB
CWR
CP
CHWS
CLG
CHW
CHWR
CC
CFM
CD
CRAC
BOD
BHP
RETURNRET
DRAIN OFF VALVE
DIRECT DIGITAL CONTROL FIELD PANEL
DIRECT DIGITAL CONTROL
EACH
DOWN
DIMENSION
DRY BULB TEMPERATURE
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
DRAIN
SF
SQ
SPECS
SFD
SDET
SD
SCH
SATT
SUPPLY FAN
WITH ACCESS DOOR
SQUARE
SPECIFICATIONS
SMOKE DETECTOR
SMOKE DAMPER
SCHEDULE
RR
RPM
RM
RLF
RG
RHC
RH
RF
RETURN REGISTER
RELIEF
ROOM
RETURN FAN
REHEAT COIL
RELATIVE HUMIDITY
RETURN GRILLE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CONDENSATE PUMP
CHILLED WATER
CEILING
BOTTOM OF DUCT
CUBIC FEET PER MINUTE
COMPUTER ROOM AIR CONDITIONING UNIT
BRAKE HORSEPOWER
COOLING COIL
CEILING DIFFUSER
PRESSURE DROPPD
PROCHW
PROCHWR
PSIG
PRV
PLBG PLUMBING
PCF
PC
P
OED
OA
NTS
OPEN END DUCT
PUMP
OUTSIDE AIR
NOT TO SCALE
GENERIC HVAC ABBREVIATIONS
AS
AAV
ATV
ATC
ARCH
AHU
ACD
AF
AD
ACV
AUTOMATIC AIR VENT
ATMOSPHERIC VENT
AUTOMATIC TEMPERATURE CONTROL
AIR HANDLING UNIT
AIR SEPARATOR
ARCHITECT
AUTOMATIC CONTROL VALVE
AUTOMATIC CONTROL DAMPER
AIR FOIL
ACCESS DOOR
NO
NIC
NC
N/A
MTD
MAV
MIN
MFR
NORMALLY OPEN
NOT IN CONTRACT
NORMALLY CLOSED
NOT APPLICABLE MANUAL AIR VENT
MOUNTED
MINIMUM
MANUFACTURER
MECH
LWT
LPS
LPR
LF
MECHANICAL
LINEAR FEET
TEFC
VERT
TSP
GALLONS PER MINUTE
H
GPM
HEIGHT
VTR
GENERAL EXHAUSTGE
FPI FINS PER INCH
TDH
TE
TD
STD
SP
ENERGY MANAGEMENT SYSTEM
EQUIP
EMS
EQUIPMENT
TOTAL STATIC PRESSURE
VENT THROUGH ROOF
VERTICAL
TOTALLY ENCLOSED FAN COOLED
THERMODYNAMIC TRAP
TOILET EXHAUST
TOTAL DYNAMIC HEAD
STATIC PRESSURE
STANDARD
KVA
LAB
MBH
MAX
NPSH
OS&Y
POS
RA
LB
PH
BRITISH THERMAL UNIT
CG
BTU
CEILING GRILLE
OB
OC
OBD
NC
AVG AVERAGE
ADJ ADJUSTABLE
L
RETURN AIR
POUND
OUTSIDE STEM AND YOKE
PROVIDED BY OTHER SECTION(S)
PHASE
OCTAVE BAND
ON CENTER
OPPOSED BLADE DAMPER
NET POSITIVE SUCTION HEADNOISE CRITERIA
THOUSAND BRITISH THERMAL UNITS PER HOUR
LABORATORY
MAXIMUM
LENGTH
KILOVOLT AMPERE
BACKWARD INCLINEDBI
Ø DIAMETER
DEGREES FAHRENHEIT°F
--
FC FORWARD CURVED
FLTR FILTER
DWG DRAWING
HOT WATER REHEAT COILHWRHC
PROCESS CHILLED WATER SUPPLYPROCHWS
SA SUPPLY AIR
HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS
AIR SYSTEM SPECIFIC ABBREVIATIONS
STEAM SYSTEM SPECIFIC ABBREVIATIONS
HEAT RECOVERY UNITHRU
BTUH BRITISH THERMAL UNIT PER HOUR
OPEN DRIP PROOFODP
MCA MINIMUM CIRCUIT AMPS
HEAT EXCHANGERHX
ST STEAM TRAP
ATD AIR TERMINAL DEVICE
HVAC GENERAL NOTES
GENERAL:
1. HVAC GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL "M" SERIES DRAWINGS.
2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL
ARRANGEMENT. DETERMINE EXACT LOCATION OF SYSTEMS AND COMPONENTS IN FIELD.
3. DRAWINGS CANNOT BE FULLY AND CORRECTLY INTERPRETED WITHOUT REFERENCE TO LEGENDS, DETAILS, SCHEDULES AND
SPECIFICATIONS. IT IS THE INTENT OF THE DRAWINGS TO SHOW THE INSTALLATION, AS DETAILED BY THE TYPICAL ARRANGEMENTS. ITEMS
SHOWN ONCE ON FLOOR PLANS, ELEVATIONS, DETAILS OR DIAGRAMS MAY NOT BE REPEATED IN FULL FOR OTHER TYPICAL INSTANCES.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
5. PROVIDE INFORMATION AND HARDWARE TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECHANICAL WORK.
6. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS.
7. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. ALL DUCTWORK SHALL BE
INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS.
8. INSTALL SENSORS (TEMPERATURE, HUMIDITY, CO2, THERMOSTATS) AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ARCHITECT.
MOUNTING HEIGHT AFF SHALL COMPLY WITH ADA AND SHALL BE MOUNTED LEVEL WITH ADJACENT SWITCHES (E.G. LIGHT SWITCHES).
9. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED.
OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO
ADDITIONAL COST.
10. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL
EQUIPMENT.
11. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE. PROVIDE VIBRATION ISOLATION. FOR ROTATING
EQUIPMENT, DUCTWORK AND PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE TO THE CONSTRUCTION MANAGER OR
GENERAL CONTRACTOR A LIST OF ALL WEIGHTS AND METHODS OF SUPPORT FOR COORDINATION. REFER TO SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
12. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NATIONAL ELECTRIC CODE AND DIVISION 26.
13. ALL MATERIAL AND EQUIPMENT SHALL BE NEW.
14. ELEMENTS OF THE WORK SHALL BE INSTALLED IN A MANNER SUCH THAT AT SUBSTANTIAL COMPLETION THE FOLLOWING ITEMS, NEW OR
EXISTING SHALL BE "FULLY AND REASONABLY ACCESSIBLE": HVAC CONTROL BOXES, JUNCTION BOXES, VALVES (OF EVERY SHAPE, SORT
AND FUNCTION), DDC CONTROL BOXES, ELECTRICAL PANELS, FILTERS, BELTS, WATER COILS, DISCONNECT SWITCHES, AND MAINTENANCE
ACCESS ELEMENTS INCLUDING PULL SPACE.
a. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS: NATIONAL ELECTRIC CODE REQUIRED CLEARANCE FOR POWERED
EQUIPMENT AND CAPABLE OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SIZED INDIVIDUAL (ON A
LADDER IF NECESSARY) AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING OR MODIFYING OR DISTORTING OTHER
COMPONENTS OF THE WORK. THE DESIGN INTENT PROVIDES A MINIMUM 2' x 2' x 2' ZONE FOR MAINTENANCE.
b. CONFLICT WITH MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IN A
TIMELY MANNER AND SHALL BE CORRECTED AT NO ADDITIONAL COST.
AIR SYSTEM SPECIFIC NOTES:
1. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO
FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION.
2. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED WITHOUT PRIOR CONSENT FROM
ARCHITECT/ENGINEER.
3. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES.
4. EXTERIOR LOUVERS ARE INDICATED FOR LOCATION ONLY.
5. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM BY DIVISION 28. DIVISION 23 SHALL MOUNT THE
DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE AND DIVISION 23, DIVISION 23 SHALL WIRE THE DETECTORS TO THE BAS SYSTEM
AND FAN STARTERS FOR SHUTDOWN.
6. SMOKE DAMPERS SHALL BE UL555S LISTED. FIRE DAMPERS SHALL BE UL555 LISTED. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND
SMOKE/FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE DAMPERS ARE SHOWN ON DRAWINGS IN COMPLIANCE WITH
APPLICABLE BUILDING AND MECHANICAL CODES AND NFPA 90A. ACCESS DOOR DIMENSIONS SHALL MEET REQUIREMENTS OF NFPA 90A
AND NFPA 80.
7. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES.
8. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. REFER TO DIFFUSER SCHEDULE FOR DUCT RUN-OUT
SIZES.
9. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS UNLESS INTERNALLY ISOLATED. ALL
DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH FLEXIBLE COPPER GROUNDING STRAPS.
10. THE INSIDE OF DUCTWORK AND ALL MECHANICAL COMPONENTS VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK.
11. ALL RETURN AIR OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM SCREEN (80% FREE AREA MINIMUM).
12. INSULATE DUCTWORK: PERFORM TESTS BEFORE INSULATING.
13. ELBOWS IN DUCT SYSTEMS SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE SPACE PERMITS. WHERE LIMITED
CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL LENGTH SPLITTER VANES PER SMACNA. MITERED (SQUARE) ELBOWS
WITH TURNING VANES SHALL NOT BE USED.
14. MANUAL DAMPERS ARE NOT SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE MANUAL ADJUSTABLE DAMPERS ON
EACH LOW PRESSURE SUPPLY RETURN AND EXHAUST DUCT TAKE OFF, AND AT EACH TAKE OFF TO REGISTERS, GRILLES AND DIFFUSERS.
15. UNLESS OTHERWISE NOTED, DUCTWORK CONNECTING TO DIFFUSERS OR VARIABLE VOLUME AIR TERMINAL UNITS SHALL BE SIZED PER
EQUIPMENT/DIFFUSER CONNECTION SIZE.
PIPING SPECIFIC NOTES:
1. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE FITTINGS TO TRANSITION TO
FURNISHED EQUIPMENT CONNECTION SIZES. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION.
2. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO BUILDING
DRAINAGE SYSTEMS. SIZE DEPTH OF TRAP FOR ASSOCIATED AIR PRESSURE DIFFERENTIAL. REFER TO DETAIL ON DRAWINGS.
3. PERFORM TEST BEFORE INSULATING PIPING.
4. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES TO PREVENT STRESS ON PIPING.
5. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS.
6. PROVIDE AT LEAST THREE-ELBOW SWING FOR PIPE TAKE-OFFS TO TERMINAL EQUIPMENT AND RISERS.
7. ISOLATION VALVES IN PIPING SYSTEMS ARE NOT SHOWN ON PLANS (FOR CLARITY) BUT ARE REQUIRED AT ALL PIPE BRANCHES AND
CONNECTIONS TO EQUIPMENT REFER TO DETAIL SHEETS AND FLOW DIAGRAMS.
8. PITCH HYDRONIC (WATER) PIPING UPWARD IN DIRECTION OF FLOW. PITCH STEAM AND CONDENSATE PIPING DOWNWARD IN DIRECTION OF
FLOW. PITCH FUEL OIL PIPING TOWARD TANK. REFER TO SPECIFICATIONS FOR REQUIRED PITCH (I.E. GRADE OR SLOPE).
9. REFER TO EQUIPMENT SCHEDULES FOR PIPE RUN-OUT SIZES TO INDIVIDUAL PIECES OF EQUIPMENT.
10. UNLESS OTHERWISE NOTED, PIPING CONNECTING TO TERMINAL UNITS SHALL BE SIZED PER SCHEDULE.
EXISTING EQUIPMENT TO BE RELOCATEDXR
XN
XM
X
NEW LOCATION OF RELOCATED EQUIPMENT
EXISTING EQUIPMENT TO REMAIN
EXISTING EQUIPMENT TO BE REMOVED
1. SITE VISIT: BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS
AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR
ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY
CONSTRUED BY EXPERIENCED OBSERVER. SITE VISIT IS PARTICULARLY IMPORTANT BECAUSE THIS IS
RENOVATION WORK.
2. EXISTING CONDITIONS AND PREPARATORY WORK: BEFORE STARTING WORK IN A PARTICULAR AREA OF THE
PROJECT, VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED INCLUDING
PREPARATORY WORK DONE UNDER OTHER SECTIONS OR CONTRACTS BY OWNER. REPORT CONDITIONS THAT
MIGHT AFFECT WORK ADVERSELY IN WRITING TO ARCHITECT AND OWNER. DO NOT PROCEED WITH WORK UNTIL
DEFECTS HAVE BEEN CORRECTED AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF WORK SHALL BE
CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS AND PREPARATORY WORK.
3. DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, GENERAL CONTRACTOR, CONSTRUCTION
MANAGER AND ENGINEER.
4. PROVIDE MECHANICAL DEMOLITION TERMINATION; CUT, VALVE AND CAP. DROP MECHANICAL DISTRIBUTION TO
FLOOR. REMOVAL OF SYSTEM EQUIPMENT SHALL BE BY THE HVAC CONTRACTOR.
5. PROVIDE 2 WEEKS NOTICE TO OWNER OPERATIONS FOR SHUT DOWN OF ANY SERVICES AND/OR SYSTEMS.
6. REFER TO ALL DRAWINGS FOR GENERAL DESCRIPTION OF AREAS REQUIRING DEMOLITION.
7. REFER TO CONSTRUCTION MANAGER INSTRUCTIONS FOR ALL EXISTING EQUIPMENT AND MATERIALS THAT SHALL
REMAIN THE PROPERTY OF THE OWNER.
8. ITEMS OF VALUE WHICH ARE NOT DIRECTED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. STORAGE OR SALE OF
ITEMS ON THE PROJECT SITE IS PROHIBITED.
9. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION.
PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO
PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED.
TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.
10. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN
SERVICE AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED AREAS WITHOUT FIRST
OBTAINING PERMISSION FROM THE CLINET IN WRITING. PROVIDE TEMPORARY SERVICES.
11. DRAWINGS ARE DIAGRAMMATIC ONLY AND REFLECT OVERALL SYSTEM REMOVAL. NOT EVERY ITEM OR
COMPONENT OF A SYSTEM IS SHOWN.
12. PROVIDE SHUT DOWN OF SERVICES (FANS, PUMPS, AHUS, ETC.) AND TRACING OF ALL RISERS WITHIN BASE BID.
13. CONFIRM SUPPLY AND EXHAUST SYSTEM AIRFLOW CAPACITY OF ALL SYSTEMS, INCLUDING SYSTEMS NOT
MODIFIED AS PART OF PHASE 1, IN BUILDING THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS
OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE COMPLETE FAN INFORMATION, CFM, ESP, TSP, RPM,
VOLTS, AMPS AND VFD SPEEDS. PROVIDE AIRFLOW IN CFM AND DUCT STATIC PRESSURE MEASUREMENTS IN
DUCT SYSTEMS TO DOCUMENT PERFORMANCE AT ALL SPACES IN BUILDING INCLUDING SPACES NOT MODIFIED AS
PART OF PHASE 1.
14. CONFIRM HYDRONIC SYSTEM CAPACITY THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF
SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE PIPE SIZE, FLOW RATE, SUPPLY PRESSURE AND RETURN
PRESSURE. PROVIDE HYDRONIC SYSTEM FLOW (GPM) AND PIPE SYSTEM PRESSURE (PSIG) MEASUREMENTS IN
PIPING SYSTEMS TO DOCUMENT PERFORMANCE AT ALL SPACES SERVED BY SYSTEM, BOTH WITHIN PROJECT
WORK SCOPE AREA AND BEYOND PROJECT WORK SCOPE AREA.
15. CONFIRM STEAM PIPING CAPACITY THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF
SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE PIPE SIZE AND STEAM PRESSURE (PSIG) WITH ALL
EQUIPMENT OPERATIONAL TO DOCUMENT PERFORMANCE AT ALL SPACES SERVED BY SYSTEM, BOTH WITHIN
PROJECT WORK SCOPE AREA AND BEYOND PROJECT WORK SCOPE AREA.
RENOVATION PRE-BID SITE VISIT AND DEMOLITION NOTES
ADA AMERICANS WITH DISABILITIES ACT
CBR
CBS
CHILLED BEAM WATER RETURN
CHILLED BEAM WATER SUPPLY
AFF ABOVE FINISHED FLOOR
AHU-A SEPARATE PREHEAT/RECOVERY COIL ALTERNATE
1. LENGTHEN AHU TO ACCOMMODATE 2-ROW PRE-HEAT COIL BETWEEN ENERGY RECOVERY COIL AND COOLING COIL WITH
ADDITIONAL ACCESS ZONE. ADD ADDITIONAL VALVES AND PIPING COMPONENTS TO ACCOMMODATE NEW COIL.a
2. PROVIDE 50 GPM RE-CIRCULATING FREEZE PROTECTION PUMP FOR NEW HEATING COIL.
3. REMOVE P-6 SINCE ENERGY RECOVERY DOES NOT REQUIRE REDUNDANCY.
4. RE-CONFIGURE PIPING SO ENERGY RECOVERY LOOP DOES NOT GO THROUGH HEAT EXCHANGERS.
5. HX-2 BECOMES HX-4A AND HX-3 IS REMOVED FROM SCOPE. HX-4A WILL CONNECT TO EXISTING PRE-HEAT LOOP IN BASEMENT
TO PROVIDE ADDED CAPACITY FOR AHU PRE-HEAT. PUMP SIZING IS ADEQUATE BUT MAY NEED TO RUN BOTH
SIMULTANEOUSLY INSTEAD OF LEAD/LAG.
6. UPDATE CONTROLS TO ACCOMMODATE THIS CHANGE.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M0.10
29313.00
11/30/18
HVAC - NOTES AND
ABREVIATIONS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
E
PT
TD
F&T
AAV
TAG
NO
TAG
NO
RH
HOOD
VFD
C
C
C
C
PH
C
RH
SV
2.1
P
1
EV
2.1
AHU
A
SATT
1
EF
A.1
FCU
1
(XN)VSV-100
150/150
100
0.5
HX
1
ET
1
RCP
1
STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON
THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC AIR VENT WITH ISOLATION VALVE
UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.)
THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM)
BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)
BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE)
BALL VALVE WITH MEMORY STOP (BALANCING VALVE)
COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)
TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (DOUBLE LINE)
DIRECTION OF FLOW IN PIPE
BOTTOM TAKEOFF
CLEAN-OUT FOR CONDENSATE DRAIN
RISE (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (SINGLE LINE)
DIRT LEG
DROP (SINGLE LINE - PLAN VIEW)
RISE (SINGLE LINE - PLAN VIEW)
EXPANSION JOINT
FLEXIBLE CONNECTION
ANCHOR
PIPE GUIDE
THERMODYNAMIC STEAM TRAP
MANUAL AIR VENT
PRESSURE/TEMPERATURE WELL
VACUUM BREAKER
BLIND FLANGE
FLOAT & THERMOSTATIC STEAM TRAP
THERMOMETER
PRESSURE GAUGE WITH GAUGE CLOCK
END CAP
SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE
FLOW SWITCH
CHECK VALVE
PRESSURE REDUCING VALVE
BUTTERFLY VALVE
BALL VALVE
PIPING LEGEND
SERVICE
EQUIPMENT
NOT
REQUIRING
ELECTRIC
VB
FM
SUPPLY LINES
FUTURE
DEMO/EXISTING TO BE REMOVED
NEW WORK
EXISTING
RETURN LINES
CO
EQUIPMENT TAG SYMBOLS & ABBREVIATIONS
EXAMPLE EQUIPMENT TAGS:
SUPPLY VALVE
PUMP
AIR HANDLING UNIT
EXHAUST VALVE
EXPANSION TANK
CONDENSATE PUMP
AIR SEPARATOR
LABORATORY HOOD
FINNED TUBE RADIATION
VARIABLE FREQUENCY DRIVE
COOLING COIL
REHEAT COIL
CHEMICAL FEED SYSTEM
SHELL AND TUBE HEAT
AIR TERMINAL BOX WITH
EXCHANGER
REHEAT COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
W/ MODULATING ACTUATOR
W/ MODULATING ACTUATOR
W/ TWO POSITION ACTUATOR
AIR TERMINAL BOX
PARALLEL BLADE DAMPER
W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER
AIR VALVE
FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS
PREHEAT COIL
FILTER BANK
INLINE CENTRIFUGAL FAN
CENTRIFUGAL FAN
PUMP
REFER TO DRAWING FOR CONTINUATION
SYMBOL DESIGNATES ASSOCIATED
SYSTEM OR SERVICE (S15, LPS, LPR)
SHEET NUMBER
REVISION NUMBER
DETAIL DESIGNATION
SHEET NUMBER
SECTION DESIGNATION
CALL OUT SYMBOLS
CONNECT NEW TO EXISTING
DESIGN CFM
A(200)
AAV
BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER
SELF-CLOSING FIRE DAMPER W/ACCESS DOOR
COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR
ROOF EXHAUST FAN
ROOF EXHAUST FAN
RETURN OR EXHAUST AIR FLOW
AUTOMATIC CONTROL DAMPER W/ACCESS DOOR
MANUAL VOLUME DAMPER
SUPPLY AIR FLOW
UC 1/2"
UNDERCUT DOOR
SFD
OR
FD
ACD
DIFF/GRILLE
HARD
ACOUSTICALLY
LINED DUCT
ELBOW
CEILING DUCT
MTD DIFF/GRILLE
TAKEOFF TO
BULLHEAD SPLIT SUPPLY
RING DUCT
TAKEOFF TO
GOOD FOR
BOOT BYLINEAR
FLEXIBLE
OPEN END
DUCT W/VD &
1/2"x1/2" WMS
DUCT
LD MFR
SUPPLY CEILING
LINEAR DIFFUSER
(W/ 1" INTERNALLY
LINED SM PLENUM)
BRANCH CONN W/VD
FOR EVERY 4' OF
LINEAR DIFFUSER
SUPPLY SIDEWALL
RETURN/EXHAUST
REGISTER/GRILLE
SIDEWALL DUCT MTD
BULLHEAD CONVERGE
90° TAKE-OFF
DUCT
RING
SINGLE LINE
RISE/DROP
DUCTWORK
SINGLE LINE
STANDARD RADIUS ELBOW
SUPPLY/RETURN EXHAUST
( R = W )
w
R
SUPPLY DUCT DOWN
SUPPLY DUCT UP
DOUBLE LINE
EXHAUST
SUPPLY/RETURN/
RISE OR DROP
/EXHAUST
SUPPLY/RETURN
OFFSET
HORIZONTAL
RISE/DROP
DUCT DOWN
RETURN/EXHAUST
DUCT UP
RETURN/EXHAUST
DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER
OR
OR
VD
ROUND RETURN OR
EXHAUST DUCT UPROUND SUPPLY DUCT UP
SHOWN ON ROOF
SHOWN ON FLOOR PLAN
ROUND SUPPLY DUCT DN
EXHAUST DUCT DN
ROUND RETURN OR
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER
W/BRANCH TAKE-OFF
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER (VD
W/BRANCH TAKE-OFF
VOLUME DAMPER
W/BRANCH TAKE-OFF
FOR EVERY 4' OF
BRANCH CONN W/VD
LINED SM PLENUM)
(W/ 1" INTERNALLY
LINEAR
IN LOW PRESSURE
SYSTEMS ONLY)
EXISTING DUCT
TO BE REMOVED
NEW DUCT LINETYPE EXISTING DUCT LINETYPE
REFER TO CONTROLS LEGEND SHEET FOR SYMBOLS
USED ON FLOOR PLANTS TO INDICATE LOCATION OF
TEMPERATURE SENSORS/THERMOSTATS, HUMIDITY
SENSORS, PRESSURE SENSORS AND GAS SENSORS
(E.G. CARBON DIOXIDE)
SEE SCHEDULE FOR
PERFORMANCE
REQUIREMENTS
EQUIPMENT
REQUIRING
ELECTRIC
SERVICE
SUPPLY OR RETURN AIR
RISER DESIGNATION
PIPING SYSTEM RISER
DESIGNATION
POINT OF DISCONNECT
SOUND ATTENUATOR EXHAUST FAN
FAN COIL UNIT
DIFFUSER, GRILLE, REGISTER LETTER
DESIGNATOR (SEE SCHEDULE FOR ATD TYPE)
(XM)CD(100) DENOTES AN EXISTING
DIFFUSER TO BE REBALANCED TO 100 CFM.
EXISTING TO BE REBALANCED VARIABLE VOLUME SUPPLY AIR TERMINAL BOX
OCCUPIED MAXIMUM/OCCUPIED MINIMUM CFM
UNOCCUPIED MINIMUM CFM
REHEAT COIL FLOW (GPM)
HEAT EXCHANGER
EXPANSION TANK
RADIANT CEILING PANEL
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M0.20
29313.00
11/30/18
HVAC - LEGEND
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
21 3 4 6 7 8
5
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5.1
KEY NOTES:
DEMOLISH CRAC SYSTEM, ASSOCIATED DUCTWORK, AND
ASSOCIATED CONTROLS THAT CURRENTLY SERVES SERVER
ROOM. DUCTWORK DISTRIBUTION SYSTEM IN SERVER ROOM IS
NOT FULLY MODELED. CONTRACTOR SHALL FIELD
COORDINATE DEMOLITION.
DEMOLISH PAIR OF 2" ABANDONED PVC PIPES ROUTED IN
LOCATIONS SHOWN. CONFIRM PIPES ARE ABANDONED AND
OPEN AT BOTH ENDS BEFORE DEMOLISHING.
DEMOLISH 2" CAST IRON PIPE ROUTED IN LOCATION SHOWN.
CONFIRM PIPE IS ABANDONED AND OPEN AT BOTH ENDS
BEFORE DEMOLISHING.
1
(XM) P-1A
(XM) P-1
(XM) HW RADIATION HX
(XM) HW RADIATION HX
(XM) PFHX-1
(XM)ET-2
(XM)ET-2
(XM)P-3
(XM)ET-3
(XM)P-4
(XM)GLYCOL
FEED
ASSEMBLY
(XM)DUPLEX
BASKET
STRAINER
(XM)AS
(XM)AS
(XM)HX-4
(XM)HX-3
(XM)P-2
(XM)CHEM
BYPASS
FEEDER
TANK
(XM)AERCO
DWH
(XM)ET-1
(XM)AS
(XM)AIR
COMPRESSOR
(X)CRAC DUCTWORK
1
(XM)SF (XM)20x30(XM)20x30
(X)2" RHWR UP
(X)2" RHWS UP
(XM)5" CBS&R UP
(XM)3" PHWS/R UP
? ?
?
(XM)CHWS/R TO/FROM CAMPUS LOOP
(XM)2" PHWS/R
(XM)6" SCHWS/R
(XM)3" PHWS/R
(XM)2-1/2" RHWS/R
(XM)5" CBS/R
(XM)3" SCHWS/R
(XM)CSV-
B00CA
(XM)12"x10"
(XM)16x14 SA
RISER W/ SFD
Room
B00UJ
Room
B78A
Room
B00SA
Room
B59
Room
B54
Room
B52
Room
B56
Room
B55
Room
B57
Room
B78Room
B77
Room
B00UK
Room
B00UA
Room
B00UB
Room
B00UC
(XM)14x12 EA AIR
RISER W/ SFD
(XM)10x6 (XM)10x6
(XM)VSV-B78
(XM)12x10 SA
(XR)VEV-B49
(XM)14x12EA
2
2
2
3
3
3
SCOPE OF WORK
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M1.00
29313.00
11/30/18
HVAC - LEVEL 0 DEMO
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
21 3 4 6 7 8
5
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5.1
KEY NOTES:
EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP
SPACE. REFER TO NEW WORK PLAN FOR LOCATION.
CLEAN AND PROTECT DURING RE-LOCATION.
TYPICAL CHILLED BEAM PIPING SUPPLY AND RETURN
EXAMPLE SHOWN FOR DRAWING CLARITY. ALL
CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE 1
SCOPE TO BE REMOVED.
RELOCATE EXISTING VAV TO SERVE WRITE UP SPACE.
REFER TO NEW WORK PLAN FOR LOCATION. CLEAN
AND PROTECT DURING TRANSITION.
WITHIN THE SCOPE OF WORK, DEMOLISH ALL
EXISTING PERIMETER RADIATORS AND ASSOCIATED
PIPING. ALL PERIMTER RADIATORS OUTSIDE OF
SCOPE OF WORK SHALL REMAIN OPPERATIONAL.
1
(X)1-1/4" RHWR UP & 1-1/2" HWS DN
(X)1-1/4" RHWS UP & 1-1/2" HWR DN
(XM)4"DN/3"UP CBS&R
(X)2" CBS
(X)2" CBR
2
2
2
(X)CHILLED BEAM (TYP)
(X)CB-276-1
(X)CHILLED BEAM (TYP)
(XM)CHILLED BEAM
(TYP. 4)
(XM)26"x20"(XM)16"x10"(XM)16"x8"
(X)10"x10"
(X)26"x16"
(X)22"x20"
(X)10"x8"
(XR)CB-258-1
(XR)CB-265-1
(XR)CB-265-2
(XR)CB-265-3
1
1
1
1
(X)CB-274-1
(XR)CB-278-21
(XR)CB-278-11
(X)CB-278A-1 (XR)CB-265A-11 (XR)CB-265A-2 1
(X)CHILLED BEAM (TYP)
(X)CHILLED BEAM (TYP)
(XM)SUPPLY AIR RISER
(XM)10"x10"
(XM)20"x12"
(XM)2" CBS/R
(X)3/4" CBS/R
(X)3/4" CBS/R
(XM)3/4" CBS/R
? ?
?
? ?
?
? ?
?
? ?
?
? ?
?
? ?
?
? ?
?
Room
200SD
Room
255A
Room
270A
Room
275A
Room
275
Room
265C
Room
278A
Room
258
Room
275B
Room
260
Room
200SA
Room
265A
Room
252Room
254
Room
256
Room
260A
Room
272
Room
276
Room
278
Room
274
Room
270
Room
267
Room
265B
Room
265
Room
200JA
Room
200UA
Room
200UB
2
(XM) PASSIVE CHILLED
BEAM (TYP)
(XM) EXPOSED SUPPLY
DIFFUSER (TYP)
3
(XR)VSV-274
3
(XM)VSV-265
(XM)VSV-200CA-2
(XM)RG
(XM)EG
(XM)16"x8"
(XM)3"CBS
(XM)3"CBR
(XM)22x20 SA
(XM)10x10 SA
(X)CB-276-2
SCOPE OF WORK
4
2
(X)RADIANT PANEL (TYP)4
(X)RADIANT PANEL (TYP)4
(X)RADIANT PANEL (TYP)4
(X)RADIANT PANEL (TYP)4
2
2
2
2 2 2 2 2
2
2
2
2
2
2
2 2
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M1.20
29313.00
11/30/18
HVAC - LEVEL 2 DEMO
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
21 3 4 6 7 8
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(X)1-1/4" RHWR DN
(X)1-1/4" RHWS DN
(XM)3" CBS&R DN
KEY NOTES:
EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP
SPACE. REFER TO NEW WORK PLAN FOR LOCATION.
CLEAN AND PROTECT BEFORE RE-USE.
TYPICAL CHILLED BEAM PIPING SUPPLY AND RETURN
EXAMPLE SHOWN FOR DRAWING CLARITY. ALL
CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE 1
SCOPE TO BE REMOVED.
WITHIN THE SCOPE OF WORK, DEMOLISH ALL
EXISTING PERIMETER RADIATORS AND ASSOCIATED
PIPING. ALL PERIMTER RADIATORS OUTSIDE OF
SCOPE OF WORK SHALL REMAIN OPPERATIONAL.
1
2
2
2
(X)1-1/4" CBS
(X)1-1/4" CBR
(X)1-1/4" CBS&R
(XR)CB-375-2
(X)CHILLED BEAM (TYP)
(X)CHILLED BEAM (TYP)
(XM)8"x4"
(X)8"x6"
(X)8"x6"
(XM)2-1/2" CBS&R
(XR) 48"x18"
(XR) 48"x24"
(X)8"x4"
(X)8"x6"
(XR)VSV-365G
(X)6"x4"
(XR)12"x15"
(X)CB-365-1
(X)CB-379-1
(X)CB-379-1
? ?
?? ?
?
(X)16"x10"(X)11"x16"(X)10"x10"(X)10"x8"
(X)8"x6"
(XR) 48"x24"
Room
365A
Room
365D
Room
355
Room
365E
Room
365C
Room
361
Room
365F
Room
358
Room
300CD
Room
378
Room
360
Room
300SA
Room
375
Room
362
Room
377
Room
352
Room
354
Room
356
Room
365
Room
379
Room
365G
Room
300JA
Room
300UA Room
300UB
(XM)CHILLED BEAM
(TYP)
(XM)CHILLED BEAM
(TYP)
(XM)FD
(XM)FD
(XM)CB-360-2
(XM)FD
1
(XR)CB-375-11
(XR)CB-377-11
(XR)CB-362-11
(XR)CB-362-21
(XR)CB-361-11 (XR)CB-360-11
SCOPE OF WORK
2
3
(X)RADIANT PANEL (TYP)3
2
222222
2
2
2
2
2
2
2
2 2 2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M1.30
29313.00
11/30/18
HVAC - LEVEL 3 DEMO
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
21 3 4 6 7 8
5
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213"x54" 60% FREE AREA
LOUVER POS
KEY NOTES:
AHU-A COOLING COIL SHALL BE CONNECTED TO EXISTING CHW
LOOP LOCATED IN ADJACENT MECHANICAL ROOM.
NEW HEAT EXCHANGERS SHALL CONNECT TO EXISITNG LPS
LOOP LOCATED IN ADJACENT MECHANICAL ROOM.
CONDENSATE SHALL BE RETURNED TO EXISTING RECIEVER.
COORDINATE HEIGHT OF INSTALL TO ENSURE CONDENSATE
CAN CONNECT TO TRAP AND COMPONENTS PER DETAIL THEN
ROUTE TO EXISTING CONDENSATE PUMP AS SHOWN ON PLAN.
RE-LOCATE DUCTWORK TO ACCOMODATE NEW SUPPLY DUCT
RISER
CONDENSATE DRAIN FROM FCU SHALL BE PIPED TO NEAREST
FLOOR DRAIN AND TERMINATED ABOVE WITH INDIRECT
CONNECTION.
2
1
2
3
222
(XM) P-1A
(XM) P-1
(XM) HW RADIATION HX
(XM) HW RADIATION HX
(XM) PFHX-1
(XM)ET-2
(XM)ET-2
(XM)P-3
(XM)ET-3
(XM)P-4
(XM)GLYCOL
FEED
ASSEMBLY
(XM)DUPLEX
BASKET
STRAINER
(XM)AS
(XM)AS
(XM)HX-4
(XM)HX-3
(XM)P-2
(XM)CHEM
BYPASS
FEEDER
TANK
(XM)AERCO
DWH
(XM)ET-1
(XM)AS
(XM) BMS AIR
COMPRESSOR
(XM) HW PUMP
MECHANICAL
B00UA
Room
B00SA
Room
B59
Room
B54
Room
B52
Room
B56
Room
B55
Room
B57
Room
B78
Room
B00UB
Room
B00UC
2 1/2" HWS2 1/2" HWRRoom
B00UB
Room
B00UC
(XM)2" PHWS/R
(XM)6" SCHWS/R
(XM)3" PHWS/R
(XM)5" CBS/R
(XM)3" SCHWS/R
(XM)CHWS/R TO/FROM CAMPUS LOOP
(XM)LPS BLOW OFF
(XM)CAMPUS STEAM
(XM) HPS
(XM)5" LPS
(XM)CONDENSATE PUMP
FCU
4
2"LPR
HX
2
1
AHU
A
HX
1
HX
3
4" LPSP
3A4" CHWS4" CHWR2" HWS2" HWR3" LPC
ET
1
GLYCOL
FILL
STATION
CHEMICAL
FEEDER
P
5
P
6
(XM)10x6 (XM)10x6
(XM)CD(150)(XM)CD(100)(XM)CD(100)(XM)CD(100)
(XM)VSV-B78
(XM)12x10 SA
12"x14"
(XN)VEV-B49
3
48"x38"
(XM)14x12EA
4
4
3
M3.10 2 1/2" GS2 1/2" GR4" CHWS
4" CHWR 1" CHWR1" CHWSS
1
RHW
1
GW
1
PUMP
VFDS
AIR
SEPARATOR
NEW
CONTROL
PANEL1" CHWS1" CHWRDSFD
SCOPE OF WORK
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M2.00
29313.00
11/30/18
HVAC - LEVEL 0
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA
12/18/2018
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
LAB WRITE-UP
162
LAB WRITE-UP
160 LAB WRITE-UP
158
OFFICE
158B
LAB WRITE-UP
170
LAB WRITE-UP
170A
LAB WRITE-UP
170B
LAB WRITE-UP
169
OFFICE
168
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C
OFFICE
167D
OFFICE
167E
Room
100CK
Room
167F
Room
100CG
Room
100CJ
Room
165B
OFFICE
152
Room
100SA
Room
165
Room
100UA
Room
100JA
Room
100UB
CORRIDOR
100CH
Room
100UF
Room
167G
OFFICE
156
COLLABORATION
167
GENERAL NOTES:
1. PORTIONS OF EXISTING HVAC DUCTWORK AND
PIPING WILL NEED TO BE REMOVED AND
REPLACED TO ACCOMODATE PLUMBING
DRAINAGE PIPING. COORDINATE EXISTING
CONDITIONS WITH NEW PLUMBING ROUTING.2 1/2" GR2 1/2" GRS
1
GW
1
RHW
1
GW
1
SCOPE OF WORK
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M2.10
29313.00
11/30/18
HVAC - LEVEL 1
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
KEY NOTES:
EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP
SPACE. REFERENCE DEMO DWGS M2.20 &M2.30 FOR EXISTING
LOCATION. REFER TO SCHEDULES FOR BALANCING INFORMATION.
ALL EXPOSED DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE
WALL CONSTRUCTION.
8" ROUND DUCT DROP FOR 100CFM SNORKEL POINT EXHAUST.
12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 6' FUME
HOOD.
8"x4" DUCT DROP DOWN TO G1 100CFM EXHUAST GRILLE. BOTTOM
OF GRILLE SHALL BE 6" AFF.
4" ROUND DUCT DROP FOR 50 CFM VACUUM EXHUAST. REFER TO
DETAIL FOR ADDITIONAL REQUIREMENTS.
4" ROUND DUCT DROP FOR 100 CFM VACUUM EXHUAST. REFER TO
DETAIL FOR ADDITIONAL REQUIREMENTS.
RE-CONNECT EXISTING SUPPLY DUCTWORK DROPPING DOWN
FROM 2ND FLOOR TO 1ST FLOOR USING NEW ROUTING SHOWN.
REFER TO SECTION FOR DETAILS.
RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO
EXISTING PRE-BALANCE VALUES AND RE-PROGRAM VSV-244 TO
OPERATE AT 370CFM MAX 290CFM MIN
1
46"x22"26"ø26"ø5
M3.10
(XM)16x18 GEN EXH
(XM)10x10 CB SUP
(XM)26x20 SA
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(3' - 4")
RCP
1.1
(5' - 6")
RCP
1.1
(5' - 6")
RCP
1.1
(5' - 6")
RCP
1.1
(5' - 6")
RCP
1.1
(3' - 4")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(5' - 8")
RCP
1.1
(XM)4"DN/3"UP CBS&R
FCU
2
FCU
2
(XR)CB
265A-2
(XR)CB
265A-1
(XR)CB
278-1
(XR)CB
278-2
(XR)CB
265-1
(XR)CB
265-2
(XR)CB
258-1
(XR)CB
265-3
1 1/2" HWR1 1/2" HWS(17' - 1")
RCP
1.1
(5' - 6")
RCP
1.1
? ?
?
TISSUE CULTURE
(MAMMALIAN)
276B
TISSUE CULTURE
(BACTERIAL)
276C
GLASSWASH
276A
LAB WRITE-UP
260
OPEN RESEARCH
LAB
276
? ?
?
? ?
?
iCVD ROOM
276D
Room
200SD
Room
255A
Room
252Room
254
Room
256
Room
267
CO2 CLOSET
200JA
ELECTRICAL
200UA
PLUMBING
200UB
ACCESSIBLE
RESTROOM
200TC
? ?
?
EV
2.5
EV
2.2
EV
2.4
EV
2.6
EV
2.7
EV
2.8
EV
2.9
EV
2.10
EV
2.13
EV
2.12
EV
2.15
SV
2.2
SV
2.1
SV
2.4
SV
2.5
SV
2.8
SV
2.7
SV
2.10 24"x28"30"x20"28"x22"24"x26"28"ø26"/18"32"/18"14"ø14"ø
10"x10"8"ø10"x10"14"ø12"ø10"ø14"ø10"ø30"ø12"ø
16"x12"
26"ø
T
T
T
T
T
T
T
2
22
2
2
2
3
3
3
4
4
4
4
4
4
44
1
1
1
1
1
1
1
126"/18"30"x32"
30"x20"
EV
2.16
(XM)22x20 SA
1 1/2" HWS
1 1/2" HWR
1 1/2" PHWS
1 1/2" PHWR
A3(475)
A3(515)A3(515)
A3(510)A3(510)
A3(575)
A3(575)
A3(575)A3(575)
A3(590)
A3(590)
A3(590)
A3(590)B2 (2000)B2 (2000)B1 (1000)E2(900)
C2(230)
C2(215)E2(900)
EV
2.1
EV
2.3
EV
2.11
EV
2.14
EV
2.17
SV
2.3
SV
2.6
SV
2.9
D1(950)D1(950)
C5(950)
C5(1065)
FD
FD
(XM)VSV-200CA-2
14"ø 20"x14"14"ø
18"ø
12"ø
16"ø14"ø12"ø10"ø12"ø26"/18"16"x16"30"x30"12"ø26"x16"1 1/2" PHWS1 1/2" PHWR1" PHWR
1" PHWS
1 1/2" CBWR1 1/2" CBWS
3/4" CBWR
3/4" CBWS
1" HWS
1" HWR
16"øP
P
13' - 6"F1 (100)
0.5
(XN)VSV-274
190/190
45
5
5
11' - 6"5' - 0"1" HWR
1" HWS
4
12"ø
3/4" PHWR
3/4" PHWS
6
7
6
7
(XM)PASSIVE CHILLED
BEAM (TYP)
0.5
(XM)VSV-265
225/225
50
(XM)CHILLED BEAM
RE-BALANCE TO 85
CFM (TYP. 4)
(XM)EG(125)
(XM)16x8 EA
(XM)3/4" CBS/R
(XM)10x10 SA
(XM)EG
(XM)CHILLED BEAM (TYP)(XM)CHILLED BEAM (TYP)
(XM)CD(60)
C6(100)
(XM)3"CBS
(XM)3"CBR
4
M3.10
32"/18"SFD
SFD
E
1
S
1
GW
1
RHW
1
8
8
8
8
(XM)SUPPLY
DIFFUSER (TYP)
9 9 9
9
(XM)CD(60)(XM)CD(60)
9
SCOPE OF WORK
C6(100)
GENERAL NOTES:
1. DUCTWORK AND PIPING SUPPORT IN
THE OPEN LABS SHALL BE
COORDINATED WITH THE COMMON
SUPPORT SYSTEM. REFER TO
ARCHITECT PLANS FOR DETAILS.
KEY NOTES (CONTINUED):
RADIANT PANEL HEIGHT SHALL MATCH HEIGHT OF ADJACENT
UTILITY SUPPORT SYSTEM.
RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE
WINDOW, RIGHT BELOW THE HEADER.
10
11
3
11
311
3
11
3
11
3
11
3
10
3
10
3
10
3
10
3
10
3
10
3
10
3
10
3
11
3
11
3
11
3
11
3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M2.20
29313.00
11/30/18
HVAC - LEVEL 2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
E
1
S
1
E
2
KEY NOTES:
EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP
SPACE. REFERENCE DEMO DWGS M1.20 & M1.30 FOR EXISTING
LOCATION. REFER TO SCHEDULES FOR BALANCING INFORMATION.
ALL EXPOSED DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE
WALL CONSTRUCTION.
RELOCATE EXISTING SUPPLY AND RETURN CLASSROOM
DUCTWORK THAT CURRENTLY RUNS THROUGH PHASE 1 SPACES.
RELOCATED DUCTWORK SHOWN BELOW, COORDINATE
SHUTDOWN WITH OWNER.
12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 6' FUME
HOOD.
12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 4' FUME
HOOD.
INSTALL FIRESTOP AT ALL EXISTING HAVC PIPING FLOOR
PENETRATIONS. 3RD FLOOR SLAB WILL BECOME 1-HR RATED IN
FUTURE CONSTRUCTION PHASE.
10" ROUND EXHAUST DUCT DROP FOR 340CFM VENTILATED
ENCLOSURE.
8" ROUND EXHAUST DUCT DROP FOR CONNECTION TO GAS
CABINET (200 CFM).
RECONNECT ALL EXISTING CHILLED BEAM BRANCH PIPING TO
RELOCATED MAIN. EXISTING VALVES AND PIPING ACCESSORIES
SHALL REMAIN.
RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO
PRE-BALANCE READINGS AND RE-PROGRAM CSV-352 TO OPERATE
AT 1,730 CFM (100 CFM HIGHER THAN RECORD SCHEDULE)
1
2
3
SFD
(14' - 4")
RCP
1.1
(15' - 2")
RCP
1.1
(6' - 9")
RCP
1.1
(7' - 5")
RCP
1.1
(7' - 1")
RCP
1.1
(18' - 6")
RCP
1.1
(6' - 5")
RCP
1.1
(XM)3" CBS&R DN
FCU
3
(XR)CB
362-2
4
1
RESEARCH LAB
367
LIGHT SCATTERING
367B
? ?
?
SUPPORT 1
367D
LAB WRITE-UP
362
E-BEAM
DEPOSITION ROOM
367F
LAB EQUIPMENT
367E
SUPPORT 2
367C
FLUORESCENCE
MICROSCOPE
367A
? ?
?
STAIRS
300SA
Room
352
Room
354
Room
356
PURE WATER
CLOSET
300JA ELECTRICAL
300UA PLUMBING
300UB
Room
358
CONFERENCE
ROOM
360
(17' - 1")
RCP
1.1
(17' - 1")
RCP
1.1
(7' - 3")
RCP
1.1
(11' - 8")
RCP
1.1
EV
3.4
EV
3.3
EV
3.2
EV
3.8
EV
3.9
EV
3.10
EV
3.13
EV
3.14
SV
3.1
SV
3.2
SV
3.3
SV
3.9
SV
3.8
28"ø 22"ø
12"ø24"x20"10"ø10"ø14"x32"24"x20"36"x20"18"ø12"ø42"x24"
20"x24"
24"ø
10"x10"18"x10"12"x15"T
T
T
T
T
2 2
2
2
3
3
3
3
3
3
5
6
44
4
4
5
36"x20"30"ø
24"x20"GENERAL NOTES:
1. DUCTWORK AND PIPING SUPPORT IN
THE OPEN LABS SHALL BE
COORDINATED WITH THE COMMON
SUPPORT SYSTEM. REFER TO
ARCHITECT PLANS FOR DETAILS.36"x20"EV
3.1
EV
3.11
EV
3.12
SV
3.4
SV
3.5
SV
3.7
SV
3.6
A2(310)
A2(270)
C2(410)C3(370)
FD
FD
8"ø
C5(1150)
A3(580)A3(580)
C4(950)
B2 (1500)B2 (1500)B2 (1000)
C5(1150)
A3(580)
E4(1350)A3(610)
A3(610)
A3(610)
EV
3.7
EV
3.15
EV
3.16
P
P
13' - 6"14' - 6"7' - 6"
(XM)PASSIVE CHILLED
BEAM (TYP)
(XM)FD
7
6
6
T16"ø14"ø
(XM)FD
FD
48"x24"42"x24"1
(XM)CB-360-2
12"x8"
WMS AT
TRANSFER
DUCT
PENETRATION
ABOVE CEILING
(TYP.)
WMS AT TRANSFER
DUCT PENETRATION
ABOVE CEILING
C3 (-)
FD 12"x8"F2(220)
3" CBWS
3" CBWR
1 1/2" PHWS
1 1/2" PHWR12"ø1 1/2" HWR
1 1/2" HWS
1" HWR
1" HWS
10"ø1" PHWS
F1(60)F1(60)F1(60)F1(60)
8
7
7
8
9
99 9 99999
GW
1
RHW
1
1 1/2" HWR
1 1/2" HWS
1 1/2" PHWS
1 1/2" PHWR
FD
42"x24"
42"x18"
(XM)FD
12"x12"(XR)CB
360-1
(XR)CB
361-1
(XR)CB
375-1
(XR)CB
375-2
(XR)CB
377-1
(XR)CB
362-1
F2(305)
10
10
T
FD
1
(XN)VSV-365G
305/305
50
PROVIDE 12" ROUND
DUCT DROP CAP
FOR FUTURE FUME
HOOD CONNECTION
SCOPE OF WORK
FCU
5
A1(100)
FD
10"x10"18"ø18"ø 18"ø
KEY NOTES (CONTINUED):
RADIANT PANEL HEIGHT SHALL MATCH HEIGHT OF ADJACENT
UTILITY SUPPORT SYSTEM.
RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE
WINDOW, RIGHT BELOW THE HEADER.
RADIANT PANEL SHALL BE INSTALLED IN THE CEILING ABOVE THE
WINDOW.
11
12
3
11
3
11
3
11
3
11
3
13
3
13
3
13
3
13
3
12
3
12
3
123
13
(8' - 8")
RCP
1.1 12
3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M2.30
29313.00
11/30/18
HVAC - LEVEL 3
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
21 3 4 6 7 8
5
Q
P
R
S
T
O
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9
S1
R1
4A
Q1
5.1
E
2
NEW STRUCTURE TO SUPPORT AND
SCREEN EXHAUST SYSTEM. REFER TO
STRUCTURAL AND ARCHITECTURAL
DRAWINGS FOR DETAILS.
(XM)AHU SERVING 2ND FLOOR
AUDITORIUM
EF
A.2
EF
A.1
Room
400UC
Room
400SA
30"x68"32"x30"SATT
EXH-2
SATT
EXH-1
3 0 "x 2 8 "
1
M3.10
2
M3.10
(XM) SUPPLY FAN VFD
(XM) RETURN VFD
(XM) TEMPERATURE CONTROL PANEL
(XM) ELECTRICAL POWER PANEL
COORDINATE PLATFORM
OVER DUCTWORK WITH
STRUCTURAL TO ALLOW
ACCESS TO NORTH SIDE OF
EXHAUST FANS.
(XM) 48x18 RA DN
(XM) 48x24 SA DN
2 1/2" GR
2 1/2" GR
2 1/2" GR2 1/2" GRE
1
GW
1
EXHAUST
FAN VFDS
NEW CONTROL
PANEL
(XM) BASEMENT CHEMICAL
STORAGE EXHAUST FANS
(XM) BASEMENT CHEMICAL
STORAGE DUCT DN
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M2.40
29313.00
11/30/18
HVAC - LEVEL 4
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
LEVEL 4
42' - 0"
LEVEL 5
54' - 0"
LEVEL 6
64' - 0"
SUS1
EF
A.2
EXISTING
PENTHOUSE
30"x68"
ENERGY
RECOVERY
COIL
LEVEL 4
42' - 0"
LEVEL 5
54' - 0"
28"x30"SATT
EXH-1
68"x30"
60"x30"
30"x30"
LEVEL 0
-12' - 0"
21 3
30"x180"
AHU
A
48"x38"
4" CHWS
4" CHWR
2 1/2" GS
55"x204"
213"x54" 60% FREE AREA
LOUVER POS
LEVEL 2
14' - 0"
LEVEL 3
28' - 0"
RSUS1R1
18"/32"
1 1/2" HWS
1 1/2" HWR
1 1/2" PHWS
1 1/2" PHWR
30"x24"
18"ø
48"x38"(XM)20x20 SA16"x26"
1 1/2" PHWS30"x32"S
1
E
1
(XM)SA DN TO
1ST FLOOR
21
1 1/2" HWS
1 1/2" HWR
1 1/2" PHWS
1 1/2" PHWR
1" PHWR
1" PHWS
26"/18"12"x24"
1" HWR
1" HWS
SV
2.7
16"x26"
SATT-SV8
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
M3.10
29313.00
11/30/18
HVAC - SECTIONS
1/4" = 1'-0"1 EXHAUST FAN SECTION
1/4" = 1'-0"2 ROOF EXHAUST DUCT SECTION
1/4" = 1'-0"3 AHU-A SECTION
1/4" = 1'-0"4 2ND FLOOR SHAFT SECTION
1/4" = 1'-0"5 2ND FLOOR LAB SUPPLY VALVE SECTION
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
P200-ECMi P200-ECMi P200-ECMi P200-ECMi
R
S
R
S
R
S
R
S
121 117
ID
246
78
SCALE: 1/2" = 1'-0"
AHU-A2SCALE: 1/2" = 1'-0"
EF-A.1 & EF-A.21
264
154 8430
EP1
4838
A
B
C
D
E
F
PRE-FILTER & FINAL FILTER
KEYNOTES:
SUPPLY AIR OUTLET/DAMPER
GLYCOL ENERGY RECOVERY/PREHEAT COIL
CHILLED WATER COOLING COIL
SUPPLY FAN ARRAY WITH ACOUSTICAL LINING & MYLAR FILM
OUTSIDE AIR INTAKE/DAMPER
A
B
C
D
E
MIXED FLOW FAN WITH MOTOR OUT OF AIRSTREAM
KEYNOTES:
GUY WIRES - COORDINATE WITH STRUCTURAL
ENERGY RECOVERY COIL
INTEGRAL ROOF CURB
ATTENUATING DISCHARGE NOZZLE
A B C D E F
F
SIDE DUCT INLET
A DB E HG
G
ATTENUATING BYPASS DAMPER
A B E HCF
H
PRE-FILTER RACK
A B C D E F
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M5.10
29313.00
11/30/18
HVAC - DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
SCALE:
1
2
3
4
5
6
7
8
9
10
100
90
80
70
60
50
40
30
20
1
20
30
40
50
60
70
80
90
100
10
9
8
7
6
5
4
3
2
1 NO. 1 OF 3NO. 2 OF 3NO. 3 OF 3NO. 2 OF 2NO. 1 OF 2NO. 1 OF 1OUTSIDE RADIUS IN INCHESINSIDE RADIUS OF ELBOW IN INCHESNUMBER OF SPLITTERS
SCALE:
SCALE:
SCALE:
SCALE:
NO & SPACING OF DUCT SPLITTER VANES2
NTS
SCALE:
SCALE:
SCALE:
h = DUCT HEIGHT
w = DUCT WIDTH
h
w
NO. OF VANES
EQUIVALENT DIAMETER = (w+h)/2
1
2
3
3
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
WITHIN 2 EQUIV. DIA.:
WHEN 2 ELBOWS ARE
NO. OF VANES
DEPICTED HERE:
EXAMPLE AT LEFT IS
OF 3 VANES.
NO. 2 VANE OF A TOTAL
"NO. 2 OF 3" =
OF 3 VANES.
NO. 1 VANE OF A TOTAL
"NO. 1 OF 3" =
TERMINOLOGY:
= INSIDE RADIUS
= CENTERLINE RADIUS
R
r
rR
r/w = 0.5 IS A SQUARE THROAT ELBOW!
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
3
2
1
0
FOR 1 ELBOW:
r/w >= 1.50
1.5 > r/w >= 0.70
0.7 > r/w >= 0.60
0.6 > r/w >= 0.55
HOWEVER, MINIMUM INSIDE RADIUS R SHOULD BE 2".
NOTE:
r/w RATIO:
RADIUS ELBOW AND SPLITTER VANE REQUIREMENTS
R=20"
R=2"
R=4-1/4"
R=9-1/4"
D = DUCT DIAMETER
= INSIDE BEND RADIUS
= CENTERLINE BEND RADIUS
R
rRr
D
D
D
SUPPLY OR EXHAUST VENTURI VALVE INSTALLATION DETAIL8
NTS
FLANGE CONNECTION FOR
EASY REMOVAL. SLIP
CONNECTION ALLOWED IF
DUCTWORK IS TRANSLATABLE
TO ALLOW FOR REMOVAL
DUCT
SS SHEETMETAL SCREWS
(4 PER CONNECTION)
SUPPORT VALVE
INDEPENDENTLY
SEAL AIR
TIGHT
CLEANOUT &
INSPECTION
TEE SECTION:
REFER TO
DETAIL
4" MAX
AIR
EXHAUST
VALVE
SEAL AIR
TIGHT
(REFER TO
SPECS)
AIR FLOW
NOTES:
1. WHERE DUCT SIZES ARE NOT INDICATED ON PLANS, SELECT SIZE FROM TABLE BASED ON THE CFM
REQUIRED; SIZES BASED ON MAXIMUM STATIC PRESSURE DROP OF 0.05 INCHES PER 100 FEET OF DUCT.
EQUIVALENT RECTANGULAR DUCT SIZE (IN)
DUCT ARRANGEMENT
60
75
110
160
220
300
380
500
600
700
850
1000
1400
1800
2100
2500
3000 26
24
22
20
18
16
16
14
14
14
12
10
10
8
8
6
6 4x8
4x8
4x12
6x10
6x12
6x16
6x18
6x24
8x20
8x22
8x26
8x30
10x30
10x38
12x34
12x42
12x50 14x42
14x36
14x28
12x30
12x24
10x22
10x20
10x18
10x16
8x16
8x14
8x12
8x10
8x8
6x8
6x6
18x32
18x26
18x22
16x22
16x18
14x16
14x14
16x36
16x30
16x24
14x26
14x20
12x18
12x16
12x14
12x12
10x14
10x10
10x10
AIR INLET WITH
FLOW SENSOR
(TYP)
NOTES:
1. CONNECTIONS APPLY TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT REHEAT COILS OR WITHOUT SOUND ATTENUATORS. REFER
TO PLANS AND SCHEDULES FOR REHEAT COIL AND SOUND ATTENUATOR REQUIREMENTS.
2. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS WHEN BOX INLET IS OVAL.
3. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES
MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE
NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM.
CONNECTION TO MAIN DUCT AS
INDICATED IN ABOVE DETAIL
RECTANGULAR MAIN SUPPLY OR
BRANCH: TAPERED 45° ANGLE
CONNECTION, L = MAX 0.25 x W OR 4"
MINIMUM; FOR ROUND MAIN SUPPLY
OR BRANCH: CONICAL OR
BELLMOUTH TAKEOFF (TYPICAL)
TERMINAL
BOX INLET
SIZE
(INCHES)
RUNOUT DUCT
RUNOUT DUCT SIZE -
BOX TO MAIN DISTANCE
LESS THAN 10 FEET
ROUND DIAMETER
(INCHES)
RUNOUT DUCT
RUNOUT DUCT SIZE - BOX TO MAIN
DISTANCE GREATER THAN 10 FEET
(INCHES)
RUNOUT DUCT SIZING SCHEDULE UNLESS LARGER SIZE INDICATED ON PLANS
NTS
5 SUPPLY AIR TERMINAL BOX AND VALVE - DUCT CONNECTIONS
15 DEG MAX DUCT
TRANSITION (TYP)
ACTUATOR AND
CONTROLLER
(TYPICAL)
SUPPLY AIR MAIN
SERVICE SPACE. DO NOT
BLOCK WITH PIPING,
CONDUIT, EQUIPMENT OR
WALLS (TYPICAL) - SEE
NOTES FOR CLEARANCES
REQUIRED.
SUPPLY AIR
TERMINAL
BOX OR VALVE
SUPPLY AIR
TERMINAL
BOX OR VALVE
REHEAT COIL INLET ACCESS DOOR IN
BOTTOM OF DUCT. TERMINAL BOX
MANUFACTURER OPTIONAL ACCESS
DOOR IN HOUSING IS ACCEPTABLE IN
LIEU OF DUCT ACCESS DOOR (TYP)
FOR REHEAT COILS MOUNTED
IMMEDIATELY ADJACENT TO BOX
(TYPICAL).
PROVIDE AIRFLOW SENSOR
AT AIR INLET (TYP)
NOTES:
1. DUCT AND SOUND ATTENUATOR SIZE SHALL BE AS INDICATED ON DRAWINGS AND SCHEDULES. TRANSITION AFTER SATT TO SIZE
MATCHING BOX INLET SIZE.
2. DUCT CONNECTION REQUIREMENTS INDICATED APPLY TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT SOUND ATTENUATORS.
REFER TO PLANS AND SCHEDULES FOR SOUND ATTENUATOR REQUIREMENTS.
3. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS WHEN BOX INLET IS OVAL.
4. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES
MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER
THE NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM.
RECTANGULAR MAIN SUPPLY OR
BRANCH: TAPERED 45° ANGLE
CONNECTION, L = MAX 0.25 x W OR 4"
MINIMUM; FOR ROUND MAIN SUPPLY
OR BRANCH: CONICAL OR
BELLMOUTH TAKEOFF (TYPICAL)
INLET DUCT
(TYP)
15 DEG MAX DUCT
TRANSITION (TYP)
ACTUATOR AND
CONTROLLER
(TYPICAL)
EXHAUST
OR
RETURN
AIR MAIN
EXHAUST OR
RETURN AIR
TERMINAL
BOX OR
VALVE
EXHAUST OR
RETURN AIR
TERMINAL
BOX OR
VALVE
EXHAUST OR RETURN
FROM SPACE OR
EQUIPMENT
EXHAUST OR RETURN
FROM SPACE OR
EQUIPMENT
SERVICE SPACE. DO NOT
BLOCK WITH PIPING,
CONDUIT, EQUIPMENT OR
WALLS (TYPICAL) - SEE
NOTES FOR CLEARANCES
REQUIRED.
WxH FOR RECT
CONCENTRIC TRANSITIONS (TYPICAL)
1.5 D
3D
TRANSITION (TYP)
SOUND ATTENUATOR
SUPPLY TO SPACESUPPLY TO SPACESOUND ATTENUATOR
REHEAT COIL (TYP)
R=D
1.5 D
WxH ROUND DIAMETER
4
5
6
8
10
12
14
16
18
4
5
6
8
10
12
14
16
18
6x6
8x6
8x8
10X10
14X10
14X12
16X14
18X16
20X18 20
18
16
14
12
10
8
7
6
L
TRANSITION (TYP)
1.5 D
R=D
1.5 D
SOUND ATTENUATORTRANSITION
L
SOUND ATTENUATOR
3D
D
DISCHARGE
DUCT WxH
FOR RECT
DISCHARGE
DUCT WxH
FOR RECTD
AIRFLOW MAX
(CFM)ROUND DUCT
SIZE (IN)
RECTANGULAR DUCT
WHEN HEIGHT DOES NOT ALLOW FLEX CONN,
HARD-DUCT BUT BE SURE BRANCH IS 4" WIDER
THAN COLLAR TO ALLOW ALIGNMENT OF
TERMINAL WITHIN GRID WITHOUT FISHMOUTHING.
FLEX CONN. REFER
TO SPECS FOR
INSULATED TYPE
DIFFUSER
REGISTER (TYP.)MAX. OFFSET = D/8"
NOTES:
1. DETAIL ALLOWS DUCTWORK TO BE INSTALLED BEFORE CEILING GRID THEN ALLOWS DIFFUSERS AND
REGISTERS TO BE POSITIONED INTO GRID.
2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE INLET DIFFUSERS.
7. SECURE FLEXIBLE DUCT TO METAL DUCT WITH (2) STAINLESS STEEL CLAMPS OR NYLON TY-WRAPS TO
INDIVIDUALLY SECURE FLEXIBLE DUCT INNER SLEEVE AND OUTER SLEEVE. WHEN INSTALLED ON
INSULATED SYSTEM SEAL INSULATION JOINT WITH VAPOR BARRIER MASTIC. PROVIDE NYLON TY-WRAP
TOOL OR REUSABLE SS DRAW BANDS.
8. PROVIDE DUCT MOUNTED VOLUME DAMPER. AVOID NECK DAMPERS.
9. FLEXIBLE DUCTS SHALL BEND IN ONE DIRECTION ONLY WITH A MAXIMUM CHANGE IN DIFFERENCE OF 90
DEGREES.
10. UNLESS SHOWN OTHERWISE FLEXIBLE DUCT SIZE AND COLLAR OF TAP OFF SHALL BE SAME SIZE AS
DIFFUSER NECK.
11. IF RUN-OUT LENGTH REQUIRES SEGMENT OF HARD DUCT, SIZE SHALL BE SAME AS DIFFUSER NECK.
RUN-OUT TO DIFFUSER SHALL BE AS STRAIGHT AS POSSIBLE.
12. CENTERLINE RADIUS r OF FLEXIBLE DUCT BEND SHALL BE MINIMUM 1.5 DUCT DIAMETERS r >= 1.5 x D
13. LENGTH OF FLEX DUCT SHALL NOT EXCEED 6'-0" AS RECOMMENDED IN THE 2017 ASHRAE FUNDAMENTALS
HANDBOOK. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT.
NTS
3 DIFFUSER/REGISTER DUCTWORK CONNECTIONS
SUPPORT ELBOW WITH TIE
SCREW AND
CLAMP
(TYPICAL)
AIR DEVICE
NECK AIR DEVICE
SIZE AS NOTED
ON PLANS
PROVIDE DURABLE
ELBOW SUPPORT
DRAW BANDS SNUG
WITHOUT CRUSHING
FLEXIBLE DUCT
FLEXIBLE DUCT
3D PREFERRED
1D MINIMUM
PROVIDE EQUALIZING GRID IF LESS THAN 3D
RETURN/EXHAUST AIR
SUPPLY AIR
BRANCH DUCTL
W
VD
TAPERED CONNECTION 45° ANGLE(IF MAIN
DUCT IS RECTANGULAR) OR CONICAL
CONNECTION (IF MAIN DUCT IS ROUND) L=1/4 W;
4"MIN
MAIN DUCT
A
SUPPLY OR EXHAUST VENTURI VALVE CLEANOUT & INSPECTION DETAIL7
NTS
PVC
THREADED
CLEANOUT
FLANGE CONNECTION
EXHAUST DUCT2dFLANGE
AIR
FLOWd
SECTION A
LOW PRESSURE DUCT SIZING TABLE1
NTS
NTS
4 EXHAUST AND RETURN AIR TERMINAL BOX AND VALVE - DUCT CONNECTIONS
LOW PRESSURE BRANCH TAKE-OFFS6
NTS
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M5.20
29313.00
11/30/18
HVAC - DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
SCALE:
SCALE:SCALE:
MV
SCALE:
SCALE:
SCALE:SCALE:
SCALE:SCALE:MVPT
PT
MAV
MAV
TAV
VB
MAV
MAV
MAV
NOTE 7SEE NOTE 8
DOV
PT
PT FZ
CO PT
DOV
MAV
FZ
(TYP)
DRAIN
NEAREST
TO
EXTEND
DRAIN LINES
INDEPENDENT
SEE NOTE 6 (TYP)
(TYP)
SEE NOTE 5
NOTES:
DRAIN VALVES AT LOW POINTS OF ALL
COIL HEADERS SAME SIZE AS
COIL-OUTLET SIZES BUT NOT
LESS THAN 3/8".
AIR
FLOW
REDUCE AS
NEEDED (TYP)
WATER
COIL
SUPPLY
6" DIRT POCKET
FULL SIZE OF HEADER
DRAIN
PAN(S)
PIPING
(COOLING
ONLY)
1&1/4 0-14
1&1/2 14-21
2 21-40
2&1/2 40-65
3 65-115
4 115-240
RUNOUT SIZING
SIZE (IN) FLOW (GPM)
RETURN
SEE NOTE 4
CO
CO
TRAP SEAL
REFER TO DRAINPAN WATER SEAL DETAIL (TYP)
TO
ADD'L
COILS
W/HB
DOV
RETURN
SUPPLY
NOTE 1FZ
NOTES:
1. FOR WATER COILS ONLY (NOT
GLYCOL) THAT ARE SUBJECT TO
FREEZING, PROVIDE IMMERSION
AQUASTAT WELL. FREEZESTAT, FZ
(AN AQUASTAT) SHALL INITIATE AN
ALARM WHEN IT SENSES BELOW
38°F. (CIRCUITING IN SOME COILS
CAN ALLOW WATER TO FREEZE IN
COIL EVEN THOUGH THE LEAVING
AIR TEMPERATURE IS ABOVE
FREEZING.)
2. THIS DETAIL APPLIES TO HOT
WATER REHEAT COILS AND FAN
COIL UNITS.
PT
PT
DOV W/HB RELIEF
F & T
DRAIN
TO INDIRECT
LINE-SIZE
6" DIRT POCKET
18" MIN
HWR
HWS
STEAM
SUPPLY
MAIN
COND
RETURN
MAIN
TO
INDIRECT
DRAIN
DOV
DOV
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH.
2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO
FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED.
3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR
TWO-SECTION-WIDE COIL ASSEMBLY.
4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH
UNIONS FOR ISOLATION.
5. FOR SUPPLY AND RETURN PIPES LARGER THAN 2" USE BUTTERFLY VALVES
WITH FLANGES FOR ISOLATION.
6. REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS.
7. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF
MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2".
8. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING.
PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT, FZ (AN AQUASTAT)
SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 38°F. (CIRCUITING IN
SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE
LEAVING AIR TEMPERATURE IS ABOVE FREEZING.
STRAINER
BLOWDOWN WITH
BRASS HOSE
CONNECTION, CAP
WITH CHAIN.
THERMOWELL
PTPT
PT PT
PT
MAV
MAV
MAV
NOTE 6
DOV
PT
PT
PT
DOV
MAV
(TYP)
SEE NOTE 5
NOTES:
DRAIN VALVES AT LOW POINTS OF ALL
COIL HEADERS SAME SIZE AS
COIL-OUTLET SIZES BUT NOT
LESS THAN 3/8".
AIR
FLOW
REDUCE AS
NEEDED (TYP)
WATER
COIL
SUPPLY
6" DIRT POCKET
FULL SIZE OF HEADER
1&1/4 0-14
1&1/2 14-21
2 21-40
2&1/2 40-65
3 65-115
4 115-240
RUNOUT SIZING
SIZE (IN) FLOW (GPM)
RETURN
SEE NOTE 4
TO
ADD'L
COILS
DOV
DOV
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH.
2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO
FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED.
3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR
TWO-SECTION-WIDE COIL ASSEMBLY.
4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH
UNIONS FOR ISOLATION.
5. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES
WITH FLANGES FOR ISOLATION.
6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF
MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2".
MAV
MAV
MAV
NOTE 6
DOV
PT
PT
PT
DOV
MAV
(TYP)
SEE NOTE 5
NOTES:
DRAIN VALVES AT LOW POINTS OF ALL
COIL HEADERS SAME SIZE AS
COIL-OUTLET SIZES BUT NOT
LESS THAN 3/8".
AIR
FLOW
REDUCE AS
NEEDED (TYP)
WATER
COIL
SUPPLY
6" DIRT POCKET
FULL SIZE OF HEADER
1&1/4 0-14
1&1/2 14-21
2 21-40
2&1/2 40-65
3 65-115
4 115-240
RUNOUT SIZING
SIZE (IN) FLOW (GPM)
RETURN
SEE NOTE 4
TO
ADD'L
COILS
DOV
DOV
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH.
2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO
FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED.
3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR
TWO-SECTION-WIDE COIL ASSEMBLY.
4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH
UNIONS FOR ISOLATION.
5. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES
WITH FLANGES FOR ISOLATION.
6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF
MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2".
CO
(TYP)
DRAIN
NEAREST
TO
EXTEND
DRAIN LINES
INDEPENDENT
CO
CO
TRAP SEAL
REFER TO DRAINPAN WATER SEAL DETAIL (TYP)
AHU-A CHILLED WATER COIL5
NTS
STEAM TO LIQUID HEAT EXCHANGER; STEAM FLOW; 15 PSIG OR LESS9
NONE
GLYCOL CHARGING7
NTS
STEAM PIPING DRIP TRAP ASSEMBLY13
NTS
MAKE-UP WATER, DIAPHRAGM EXPANSION TANK & AIR SEPARATOR FOR CLOSED LOOP
CHILLED WATER SYSTEM (EQUAL TO OR LESS THAN 4" SUPPLY)8
NTS
AHU-A GLYCOL PREHEAT COIL4
NTS
EXHAUST GLYCOL ENERGY RECOVERY COIL3
NTS
MANUAL AIR VENT ASSEMBLY12
NTS
CHEMICAL FEED (SHOT FEEDER)11
NTS
WATER COIL W/ 2-WAY CONTROL VALVE1
NTS
RADIANT PANEL PIPING DETAIL2
NTS
CHILLED BEAM PIPING DETAIL6
NTS
INLINE PUMP PIPING (EACH PUMP)10
NTS
SCALE:
SCALE:
SCALE:
SCALE:
PT
PT
PT
CHWR CHWS
PT
AAV
COMPRESSION TANK
DIAPHRAGM EXPANSION/
FLOOR MOUNTED
PUMP SUCTION
TO CHILLED WATER
12"
VALVES FOR 2" PIPES AND SMALLER (SEE SPECS).
AND LARGER; FULL PORT LOCKING HANDLE BALL
3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES
PREVENT GRAVITY HEATING OF TANK.
2. PROVIDE ANTI-THERMOSYPHON LOOP TO
BOTTOM CONNECTION NOT PERMITTED.
DEBRIS FROM ENTERING PIPE TO TANK. TOP OR
1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR
NOTES:
SEE NOTE 1
SEE NOTE 2
FLOOR
MAKE-UP SIZE (d)
TOTAL SYSTEM
PUMP FLOW (GPM)
UP TO 200
201-500
501-1,200
1,201-3,000
3,001-5,000
5,001-12,000
d
(INCHES)
1/2
3/4
1
1 1/4
1 1/2
2
3
5
10
20
30
60
PRV MIN.
FLOW (GPM)
RETURN
WITH HOSE BIBB
DRAIN OUT VALVE
(TYP)
SEE NOTE 3
WATER SYSTEM
FROM CHILLED
AAV (LARGE CAPACITY)
AIR SEPARATOR
3/8"
RELIEF VALVE (TYP.)
TO 6" AFF
TO 6" AFF
OPERATING PRESSURE.
1. ALL PIPING & EQUIPMENT SHALL BE RATED FOR INSTALLED
(55 GALLON
MINIMUM)
FLOW METER.
DISPLACEMENT
OUT. POSITIVE
OR DIGITAL READ-
RESETTABLE DIAL
FM
HB
MAKE-UP
COLD WATER
PUMP SUCTION
TO MAIN SYSTEM
RETURN
MAIN SYSTEM
PREVENTER
BACK-FLOW
PREMIX DRUM
GLYCOL & WATER
FLOOR
NOTES:
3/4"
3. SUBSTITUTE BUTTERFLY VALVES FOR BALL VALVES FOR PIPING GREATER THAN 2".
INLINE PUMP
HAVE SPRING-ISOLATOR SUPPORTS
PUMP & PIPE WITHIN 20' SHALL
2. FOR PUMPS OVER 1 HP:
1. VALVES SHALL BE SAME SIZE AS PIPE, REDUCE AS REQUIRED TO PUMP CONNECTIONS.
NOTES:6" MINPIPE RISE
STEAM TRAP APPLICATIONS
APPLICATION TRAP TYPE
STEAM LESS THAN OR EQUAL TO 15 PSIG F&T
1" DRAIN W/
HOSE CONNECT
WELDED CAP W/
DRAIN
CONNECTION
INSTALL STRAINER WITH
BLOW DOWN ON SIDE
STEAM
PIPNG
DIRT LEG-FULL
LINE SIZE NOT
LARGER THAN 6"
CONDENSATE
RETURN
1" DRAIN W/
HOSE CONNECT
4 PIPE DIAMETERS (WITH 18"MAX)
USE TFE TAPE ON ALL THREADED JOINTS.
NOTE:
HIGHEST POINT IN SYSTEM
REDUCER
1/4" BRASS NIPPLE
1/4" GAGE COCK
1/4" TYPE "L" COPPER TUBE
SHUNT
WITH MEMORY STOP
BALANCING VALVE
SHUT OFF/
RETURN
SUPPLY
NC
5 GALLON SHOT
FEEDER TANK OR
OTHER SIZE AS
SPECIFIED ASME
RATED
TO CHILLED OR
HOT WATER RETURN
3/4"
FROM CHILLED
OR HOT WATER
SUPPLY
3/4"HBNOTES:
1. BYPASS PIPING AROUND F&T TRAP LEG SHALL BE SAME SIZE AS TRAP.
2. PROVIDE PIPE UNIONS, FLANGES, AND ARRANGE WATER PIPING TO FACILITATE TUBE
BUNDLE REMOVAL WITH MINIMUM DISTURBANCE TO PIPING.
3. VACUUM BREAKERS ARE REQUIRED ON ALL SYSTEMS.
4. FOR LIQUID PIPE SIZE 2" AND UNDER, REPLACE BUTTERFLY VALVES WITH BALL
VALVES,
5. COORDINATE FINAL LOCATION OF CONNECTIONS WITH APPROVED EQUIPMENT
SUBMITTALS (E.G. EXTENDED SHELL HEAT EXCHANGER STEAM AND CONDENSATE
CONNECTIONS ON OPPOSITE ENDS FROM THOSE SHOWN)
NOTES:
TYPICAL COMPONENTS
REQUIRED FOR EACH
CHILLED BEAM IN ZONE
PROVIDE ONE CONTROL
VALVE PER CHILLED BEAM
ZONE
1. FOR TWO-PIPE CHILLED BEAMS PROVIDE ONLY CHILLED WATER PIPING SHOWN. REFER TO PLANS
FOR REQUIRED CONNECTIONS IN EACH ZONE.
2. RELOCATE MANUAL AIR VENT TO COIL IF CONNECTION IS PROVIDED BY THE MANUFACTURER.
3. REMOVE STRAINER BASKETS AFTER INITIAL STARTUP AND SYSTEM FLUSH IS COMPLETE.
4. WHERE COIL CONNECTIONS ARE NOT IN SAME VERTICAL PLANE, SUPPLY SHALL BE THROUGH
THE BOTTOM CONNECTION.
CHILLED BEAM
12" INSULATED SS
BRAIDED HOSE
CONNECTION
PT
PHWR
PHWS
TYPICAL COMPONENTS
REQUIRED FOR EACH
RADIANT PANEL IN ZONE
PROVIDE ONE CONTROL
VALVE PER ZONE
RADIANT PANEL
PT
TO ADDITIONAL RADIANT
PANELS IN ZONE
TO ADDITIONAL
BEAMS IN ZONE
PROVIDE ISOLATION
VALVE AND CAP FOR
MANUAL FILL AND 55
GALLON DRUM TO
RECEIVE RELIEF VALVE
DISCHARGE.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M5.30
29313.00
11/30/18
HVAC - DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
CHEMICAL FUME HOOD DUCT CONNECTION DETAIL3
NTS
CHILLED BEAM DUCT CONNECTION DETAIL6
NTS
SCALE:
SCALE:
SCALE:
FULL RADIUS
ELBOW
30° TRANSITION
(MAXIMUM)
DUCT SAME SIZE AS FUME
HOOD OUTLET CONNECTION
FUME HOOD
FLOOR
REFER TO DUCT SIZE
INDICATED ON DRAWINGS
FASTEN AND SEAL PER MANUFACTURER'S
APPROVED INSTALLATION INSTRUCTIONS
NOTES:
1. COORDINATE LOCATION IN PLAN AND ELEVATION W/
ARCHITECTURAL DWGS.
2. COORDINATE SIZE AND TRANSITION REQUIRED FOR
CONNECTION TO SNORKEL.
EXHAUST DUCT TO CONSTANT
VOLUME EXHAUST VALVE;
MULTIPLE SNORKEL CONNECTIONS
MAY CONNECT TO SINGLE
EXHAUST VALVE
HATCHED AREAS PROVIDED
UNDER OTHER SECTIONS OF
THE WORK. REFER TO
ARCHITECTURAL DRAWINGS.
STRUCTURE
ABOVE
CEILING
NTS
7 WALL MOUNTED CANOPY HOOD
REMOVABLE 18 GA.
SS FACE PANEL
FACE OF WALL
DUCT CONNECTION
(SEE EACH HOOD
FOR SIZE AND
NUMBER OF
CONNECTIONS)
3/8"Ø ROD & 2" WIDE
12 GA. SS CLIP SPOT
WELD CLIP TO HOOD
(TYP)"W"A
36"
O.C.
(MAX.)
"L"
B
CANOPY HOOD PLAN VIEW
NOTES:
1. SHEET METAL SHALL BE ALL WELDED TYPE 316L STAINLESS STEEL
CONSTRUCTION.
2. ALL EXPOSED TO VIEW SURFACES SHALL HAVE A BRUSH FINISH.
GRIND AND POLISH ALL JOINTS.
3. ALL RODS, NUTS & BOLTS SHALL BE 304L STAINLESS STEEL.
CANOPY HOOD SCHEDULE
ROOM NO.CFM QTY.SIZE ("L"
x "W")
229 530 1 3'x2' X
* MOUNTING HEIGHT IS DISTANCE TO THE BOTTOM OF THE CANOPY
2" WIDE 12 GA.
SS CLIP 24" O.C.
SPOT WELD CLIP
TO HOOD (TYP)
REMOVABLE 18 GA.
SS FACE PANEL (TYP)
1/4" NUT &
BOLT 24"
O.C. (TYP)
DUCT CONNECTION
(SEE EACH HOOD
FOR SIZE AND
NUMBER OF
CONNECTIONS)
2"X2" 12 GA. SS
ANGLE FASTEN TO
CEILING (TYP)
1/4" NUT &
BOLT (TYP)3/4"X3/4" 12 GA.
ANGLE SPOT
WELD TO BAFFLE
(TYP)
18 GA. SS BAFFLE
%%UA-A
"L"
3"
1.5"
3"6"
3"
6"
2" WIDE 12 GA. SS
CLIP SPOT WELD
CLIP TO HOOD (TYP)
3/8"Ø ROD W/
HEX NUTS (TYP)
2" WIDE 12 GA.
SS CLIP FASTEN
TO STRUCTURE
(TYP)CEILING
STRUCTURE
18 GA. SS HOOD
20 DEGREES
2" WIDE 12 GA.
SS CLIP 24" O.C.
SPOT WELD CLIP
TO HOOD
2" WIDE 12 GA.
SS CLIP SPOT
WELD CLIP TO
HOOD
REMOVABLE 18 GA.
SS FACE PANEL
1/4" NUT &
BOLT 24" O.C.
2"X2" 12 GA. SS
ANGLE FASTEN TO
CEILING
2" WIDE 12 GA. SS CLIP FASTEN TO STRUCTURE
3/8"Ø ROD W/HEX NUTS
STRUCTURE
CEILING
DUCT CONNECTION
(SEE EACH HOOD
FOR SIZE AND
NUMBER OF
CONNECTIONS)
18 GA. SS HOOD
MAINTAIN BARRIER
SEAL FOR HOODS
WITHIN BSL-3 LABS
18 GA. SS BAFFLE
1/4" NUT
& BOLT
"W"
%%UB-B
20°
18"
(MAX)
3"
1.5"
A
B
MOUNTING
HEIGHT
DUCTED FAN COIL CONNECTION DETAIL2
NTS
VIBRATION
ISOLATION SEE
SPECS
FLEX CONN
REFER TO WATER COIL
DETAIL FOR PIPING AND
DRAIN REQUIREMENTS
SUPPORT FROM STRUCTURE NOTE: INSULATE ALL PIPING
COMPONENTS INCLUDING
CONTROL VALVE,
STRAINERS, VALVES, ETC.
ACOUSTICAL LINING
DUCTED
RETURN AIR
FLEX
CONNECTION
(TYP)
FILTER (MODIFY FRAME
FOR SIDE OR BOTTOM PULL
IF NECESSARY TO ALLOW
COORDINATION OF OTHER
CEILING SERVICES WITH
FILTER REMOVAL)
BASEMENT FCU SHALL HAVE SECONDARY
DRAIN PAN AND PIPED DRAIN CONNECTION.
EXTEND THIS DRAIN TO ENSURE CONTROL
VALVE IS ALSO ABOVE DRAIN PAN. ALL
OTHER FCUS WILL BE SENSIBLE ONLY AND
SHALL NOT HAVE DRAIN CONNECTIONS
LOUVER CONNECTION4
NTS
CAULK ALL AROUND
REFER TO
ARCHITECT'S PLANS
AND SPECS FOR
LOUVER DETAILS
1/2" BIRDSCREEN
PLENUM INSULATE ALL EXPOSED
PARTS W/ 2" RIGID BOARD
INSULATION (ALSO INSULATE
UNUSED LOUVER AREA)
ACCESS DOOR HALF HEIGHT
OF DUCT, 12" X 12" MIN
(UNLESS SHOWN OTHERWISE
ON PLANS)
DN
SEE NOTE
"D"
NOTE:
WHEN "D" IS OVER 24" PROVIDE 3/4" DRAIN IN CENTER OF PLENUM
AND AT 5'-0" CENTERS WHERE DEPTH INTO PAPER IS GREATER
THAN 5'-0". LOCATE 6" FROM LOUVER WITH TRAP
SEAL AND CAULK
ALL AROUND
PITCH TO DRAIN WATER OUTSIDE
SOLDER BOTTOM JOINT
AND UP 12" ALL AROUND
EXTERNALLY MOUNTED
U.L. RATED ACTUATOR
HEAT ACTUATED
RELEASE DEVICE
S
SMOKE DETECTOR
60" MAX
SMOKE AND SMOKE/FIRE DAMPER12
NTS
NOTES:
1. ANY CLEARANCE BETWEEN FIRE-RATED WALL OR SMOKE PARTITION AND DAMPER SLEEVE OR DAMPER SHALL
BE FILLED WITH FIRE-RESISTANT PACKING ON ALL SIDES TO MAINTAIN FIRE RATING.
2. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR.
3. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF REQUIRED FOR HEAT ACTUATED RELEASE DEVICE
REPLACEMENT.
4. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER'S, UL
APPROVED INSTRUCTIONS.
5. DUCT MOUNTED SMOKE DETECTOR SHALL BE PROVIDED BY DIVISION 28, INSTALLED BY DIVISION 23 AND WIRED
TO FIRE ALARM SYSTEM UNDER DIVISION 28.
6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER, UL
APPROVED INSTRUCTIONS.
7. PROVIDE REMOTE DAMPER TEST SWITCH AND ANNUNCIATION FOR EH&S TESTING. THESE SHALL BE LOCATED IN
CORRIDORS INSTEAD OF LABS WHERE POSSIBLE.
FIRE-RATED WALL OR SMOKE
PARTITION (TYPE AND SIZE VARIES).
SUPPLY AIR FLOW
DUCT
ACCESS
DOOR
(EITHER SIDE
OR BOTTOM)
CHEMICAL STORAGE
CABINET
EXHAUST DUCT
CONNECTION
CONNECT EXHAUST
DUCT TO CHEMICAL
STORAGE CABINET
CONNECTION. PROVIDE
TRANSITION TO MATCH
CABINET CONNECTION
SIZE. SEAL
CONNECTION TO
CABINET.
CEILING
4"Ø WELDED SS AUXILIARY
EXHAUST DUCT. EXTEND DOWN
TO 9FT AFF AND TERMINATE
WITH WIRE MESH SCREEN.
COPPER PIPE SIZED TO MATCH
VACUUM PUMP DISCHARGE SIZE.
CONNECT ONE END TO VACUUM PUMP.
TERMINATE OTHER END NEAR
EXHAUST DUCT SO THE DISCHARGE IS
2" BELOW THE WIRE MESH SCREEN.
COORDINATE LOCATION WITH OWNER.
LABORATORY
EXHAUST BRANCH
DUCT
SUPPORT FROM STRUCTURE INLET DUCT CONNECTION
FLEX DUCT
NOTES:
1. PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BAND.
2. FLEX DUCT SHALL NOT HAVE MORE THAN 0.5 INCH SAG PER FOOT. LENGTH OF FLEX DUCT SHALL
NOT EXCEED 5 FEET. MAXIMUM SUPPORT SPACING SHALL BE 3 FEET. FLEX DUCT SHALL NOT BE
COMPRESSED PER SMACNA DUCT CONSTRUCTION MANUAL.
3. SUPPORT QUANTITIES AND DETAILS SHALL MEET MANUFACTURER REQUIREMENTS.
MAXIMUM (1) 90
DEGREE BEND IN
FLEX DUCT. CENTER
LINE RADIUS OF
BEND SHALL NOT BE
LESS THAN (1) TIMES
THE DUCT DIAMETER
PER SMACNA DUCT
CONSTRUCTION
MANUAL.
DUCT HANGER SUPPORT9
NTS
NOTES:
1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE
THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES.
2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION.
3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA.
UNISTRUT
OR ANGLE
IRON
HANGER
STRAP
THREADED
HANGER ROD
GALV. HANGER
SEE NOTE 3MAX. 60"OVER 60"
1"
TYPICAL DUCT INSULATION & SUPPORTS NEAR VOLUME DAMPERS10
NTS
PROVIDE
LOCKING
QUADRANT ARM
STANDOFF
BUTT ENDS
& SEAL
FOR HANGING DUCT:
TRAPEZE DUCT OR STRAP
HANGER AROUND DUCT
COMPLETELY. DO NOT
USE ANY SCREWS,
BECAUSE THEY
INTERFERE WITH DAMPER
BLADE(S).
PROVIDE EXTRA
LENGTH TO AVOID
"PINCHING" OF
INSULATION AT
CORNERS.
LABORATORY SNORKEL ARM EXHAUST CONNECTION1
NTS
LABORATORY AUXILIARY EXHAUST HOSE CONNECTION5
NTS
VACUUM PUMP (POS)
VENTILATED CABINET EXHAUST CONNECTION8
NTS
ACCESS
DOOR
(EITHER SIDE
OR BOTTOM)
FIRE DAMPER PENETRATION11
NTS
NOTES:
1. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "3A,3B,7 OR 8" (SEE SMACNA FIRE DAMPER AND HEAT STOP
GUIDE - 2ND EDITION PAGE 9 OR NEWER VERSION IF APPLICABLE) WHEN OPEN 100% FREE AREA IS REQUIRED.
WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "2" MAY BE USED.
2. PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS.
3. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR.
4. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF REQUIRED FOR FUSIBLE LINK REPLACEMENT.
5. TYPE "1" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 3B" WHERE VELOCITIES
ARE UNDER 500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY.
6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER, UL
APPROVED INSTRUCTIONS.
FIRE-RATED WALL OR
PARTITION (TYPE AND
SIZE VARIES).
FLOW
AIR
DUCT
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M5.40
29313.00
11/30/18
HVAC - DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
DRAW THROUGH UNIT CONDENSATE TRAP9
N.T.S.
ROOF PIPING SUPPORT5
NTS
DETAIL OF PIPE THRU ROOF (EXCLUDING STEAM RELIEFS)3
NTS
PIPE RISER SUPPORT6
NTS
PIPE PENETRATION OF FULL HEIGHT PARTITIONS7
NTS
TYPICAL PIPE INSULATION & VALVE HANDLE EXTENSION11
NTS
TYPICAL FREEZESTAT LAYOUTS FOR AHU COOLING COILS1
NTSSCALE:
SCALE:
SCALE:
PITCH
1" WATER SEAL.
WC (WITH DIRTY FILTERS, COILS,
GREATER THAN THE MAXIMUM FAN
THIS DIMENSION IN INCHES MUST BE
SUCTION STATIC PRESSURE IN INCHES
AND MAXIMUM AIR FLOW).
MAXIMUM FAN SUCTION STATIC
GREATER THAN 1/2 OF THE SAME
THIS DIMENSION IN INCHES MUST BE
PRESSURE IN INCHES WC.
DRAIN PAN
NOTES:1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP.
2. PITCH DRAIN FOR PROPER RUNOFF.
3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM
INITIAL DRAIN SEAL.
4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND
CONDENSATE OVERFLOW.
PITCH
DRAIN PIPE
TO MATCH DRAIN
OUTLET SIZE.
CLEANOUT (TYP.)
(a)
(c)
(b)
(a)
(b)
(c)
3"
1.5"
1"
AND ACCEPTANCE BY ROOFING CONTRACTOR.
REGISTERED STRUCTURAL ENGINEER.
4. THE SUPPORTS SHALL BE SUBMITTED AS SHOP DRAWINGS AND SHALL BE REVIEWED BY THE
18" MAX.
SEE NOTE 1
W
3. FOR DISTANCE BETWEEN SUPPORTS REFER TO SPECIFICATIONS.
CENTER SUPPORTPLATE SEE NOTE 2
AVOID ROOF MEMBRANE DAMAGE. OBTAIN WRITTEN, APPROVED DRAWINGS OF COORDINATION
2. SIZE PLATE SUFFICIENT TO AVOID ROOF DAMAGE, BUT NO LESS THAN 8"x8". BRAKE EDGES TO
1. FOR W >= 24" AND PIPES >= 6" PROVIDE 3/4"∅ CENTER SUPPORT WITH NUT AND NUT LOCK.
NOTES:
SADDLE
COVERING PROTECTION
ROLLER SUPPORT WITH
5.4 #/FT
AND TO PLATE
ROOF
TO C-SECTION
2" PIPE WELDED
4" C-SECTION;
WELD 5" MIN.
2" MIN.
1/4" MIN
1"
OR OTHER APPROVED MATERIAL
FIREPROOF MINERAL WOOL
SCHEDULE 80 PIPE ONE
SIZE LARGER THAN RISER
SLEEVE ONE NOMINAL
THAN SLEEVE
NOMINAL SIZE LARGER
RISER CLAMP
CONTINUOUS WELD
FIREPROOF CAULK
(TOP & BOTTOM)
FLASHING POS
COUNTER
ROOF
BUILT UP
PIPE SLEEVE AROUND
ALL
SEAL
DRAWINGS
SEE ARCHITECTS
ROOF CONSTRUCTION
FLASHING POS
16 OUNCE COPPER
JOSAM #26450
SIMILAR TO
FLASHING SLEEVE
FOR SIZE
PIPING SEE PLANS
NOTES:
1. AT FIRE RATED PARTITIONS, REPLACE PACKING AND SILICONE SEALANT WITH UL LISTED FIRE
STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING.
2. FIRE STOP PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE CEILINGS.
MINERAL
FIBER
PACKING
PIPE
SLEEVE 1/2" MAX (TYP)
SILICONE ACOUSTICAL
AND AIRFLOW SEALANT
NON-RATED
PARTITION
BUTT & SEAL
JOINTS
CAP INSULATION. LEAVE
NO EXPOSED INSULATION
ANYWHERE
PROVIDE VALVE
EXTENSION KIT
TO ALLOW PROPER
INSULATION COVERAGE
END CAP
ALUMINUM
CROSSBRACE
180°
CORNER
SECTION
NON-HARDENING HEAT
PASTE BETWEEN TUBING
& ALUMINUM
INSULATION
BY DIV 23
HANGING
DEVICE
SCALE:
RADIANT PANEL INSTALLATION DETAILS8
NONE
OF FREEZESTAT
REFER TO SPEC. FOR LENGTH
FZ
FZFZ
FZ
COOLING COIL
(TYP)
PREFABRICATED
EQUIPMENT
SUPPORT.
EXTERIOR DUCTWORK SUPPORT AND INSULATION1
NTS
ROOF
ANCHOR CURB TO DECK IN
ACCORDANCE WITH CURB
MANUFACTURER
INSTRUCTIONS
A
A
ROOFING INSULATION
ROOFING MEMBRANE
WOOD BLOCKING
ALUMINUM METAL CAP
S.S. BOLT
6x6x3/8 GALV. PLATES SUPPORT
8" WIDE CONTINUOUS
GALVANIZED SHEET
METAL SADDLE
RIGID EXTRUDED
BOARD WITH FOIL FACE
6" OVERLAP MIN.
VENTURECLAD
VAPOR BARRIER
JACKETING SYSTEM.
PITCH DN
SECTION A-A
UNISTRUT DUCTWORK
SUPPORT W/
ADJUSTABLE HEIGHT
FIRST VAPOR JACKET SEAM
SHALL BE A MIN. OF 12 INCHES
FROM THE SADDLE SUPPORT
(BOTH SIDES)
INSULATION PIN
AS
RECOMMENDED
BY MANUFACTURE
DUCT BASE BOARD THICKNESS
TO MATCH EXISTING
6lb DENSITY RIGID
FIBER BOARD
INSULATION
8" WIDTH GALVANIZED
SHEET METAL SADDLE
SADDLE TO BE
DE-BURRED TO AVOID
DAMAGE TO THE VAPOR
BARRIER JACKETED
ASSEMBLY
8"
DUCT PENETRATION THROUGH ROOF2
NTS
PREFABRICATED,
INSULATED CURB WITH
WOOD NAILOR (THYCURB
OR EQUAL)
COMPLETELY SEAL &
COVER JOINT WITH
OUTDOOR, UV RESISTANT
SEALANT
SS SHEETMETAL SCREW
S-SLIP CONNECTION
FLASHING
ROOF MEMBRANE
ROOF DECK INSULATION
ANCHOR CURB TO DECK
CONCRETE DECK
STEEL DECK
TACK WELD
CURB TO DECK
DUCT PENETRATION OF FULL HEIGHT PARTITIONS10
NTS
STEEL FRAME, ANGLE
1.25"X1.25"X0.125" ONLY
AT PENETRATIONS
EXPOSED TO VIEW IN
NON-MECHANICAL OR
ELECTRICAL SPACES
SILICONE
ACOUSTICAL
AND AIRFLOW
SEALANT (TYP)
FRAMED OPENING
OR SHEETMETAL
SLEEVE
SHEETMETAL SLEEVE
MINERAL
FIBER
PACKING
SILICONE
ACOUSTICAL
AND AIRFLOW
SEALANT (TYP)
NON-RATED PARTITION
1/2"
MAX
(TYP)
1/2"
MAX
(TYP)
NON-RATED PARTITION
NOTES:
1. AT FIRE RATED PARTITIONS WITHOUT FIRE DAMPER, REPLACE PACKING AND SILICONE SEALANT
WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING.
2. FIRE STOP DUCT PENETRATIONS THRU RATED AND NON-RATED CORRIDOR WALLS ABOVE CEILINGS.
NOTES:
1. INSTALLATION SHALL BE IN FULL COMPLIANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M5.50
29313.00
11/30/18
HVAC - DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
EXHAUST AIR HANDLING UNIT
AIR HANDLING UNIT SCHEDULE (CHILLED WATER WITH GLYCOL HEAT)
TYPE
UNIT
NO.SERVICE LOCATION
TOTAL
CFM
MIN
O.A.
CFM
CAPACITY CONTROL
RANGE EXTERNAL
TOTAL
(W/DIRTY
FILTERS)
OUTLET
VELOC
(FPM)
PLENUM FAN DATA
STATIC PRESS(IN.WG)
RPM BHP
(EACH)
HP
(EACH)
TOTAL
MBH
FACE
VELOC.
(FPM)
EAT(°F) LAT(°F)
DB WB DB WB
AIR DATA
COOLING COIL
CHILLED WATER DATA
P.D.
(IN.WG)GPM EWT
(°F)
LWT
(°F)
PD
(FT)
MIN.
F.A.
(S.F.)
NO.
ROWS
FIN
PER
INCH
MAX
AIR
PD
(IN.WG)MBH
EAT(°F) LAT(°F)
DB WB DB WB
WINTER DATA
GLYCOL/WATER HEAT RECOVERY COIL DATA
EWT
(°F)
LWT
(°F)
GPM
%
PROP.
GLYCOL
MAX
PD
(FT)MBH
EAT(°F) LAT(°F)
DB WB DB WB
EWT
(°F)
LWT
(°F)
SUMMER DATA MANUFACTURER
MODEL NUMBER
(AS STANDARD)
AHU-A
2ND/3RD
FLOOR
LABS
BASEMENT 18,200 18,200 20-100% ECM 3.4 6.2 428 3,170 7.5 10 1,200 703 88 73 53.1 53.0 0.8 159.4 47 62 17.3 49.2 8 10 0.5 1,127.5 -5 - 55 - 90 39 50.6 40 16.1 131 88 73 81.5 71.2 79 84 VENTROL CUSTOM
SENS.
MBH
388
ELECTRIC SERVICE
V Ø HZ
UNIT
NO.SERVICE
AIR
FLOW
(CFM)
NO.
FANS
NO.
ROWS
8 10
FINS
PER
INCH
EXTERNAL
STATIC
PRESSURE
(IN. W.G.)
OUTLET
VELOCITY
(FPM)
FAN
SPEED
(RPM)
FAN DATA
MOTOR
SPEED
(RPM)
BHP RATED HP
MOTOR DATA
CONTROL
TYPE (VFD
OR MOTOR
STARTER)
ELECTRICAL
SERVICE
(V/Ø/HZ)
TOTAL UNIT
OPERATING
WEIGHT
(POUNDS)
DIFFUSER, GRILLE & REGISTER SCHEDULE
TAG FACE SIZE
(INCHES)
SELECTION
RANGE (CFM)SERVICE MOUNTING MANUFACTURER MODEL
NO. (AS STANDARD)REMARKS
24x24 0-200SUPPLY CEILING TITUS
MODEL: TRITEC5
24x24 201-400SUPPLY CEILING7
24x48 401-650SUPPLY CEILING7
0.08
0.09
0.09
29
31
24
NECK SIZE
(INCHES)
8"Ø
10"Ø
12"Ø
EF-A.1 2ND/3RD FLOOR
LABS
MIN.
F.A.
(S.F.)
NO.
ROWS
FIN
PER
INCH
MAX
AIR
PD
(IN.WG)MBH
EAT(°F) LAT(°F)
DB WB DB WB
WINTER DATA
GLYCOL/WATER HEAT RECOVERY COIL DATA
EWT
(°F)
LWT
(°F)
GPM %
GLYCOL
MAX
PD
(FT)MBH
EAT(°F) LAT(°F)
DB WB DB WB
EWT
(°F)
LWT
(°F)
SUMMER DATA
UNIT
NO.LOCATION SYSTEM SERVED MBH
SHELL SIDE
PRESSURE
(PSIG)
FLOW
(#/HR)
SHELL-AND-TUBE HEAT EXCHANGER (STEAM TO LIQUID)
GPM %
GLYCOL
EWT
(°F)
LWT
(°F)
PD
(FT.)
TUBE SIDE FOULING
FACTOR
MINIMUM
SURFACE
AREA(S.F.)
OVERALL
LENGTH (IN)
SHELL DIAM.
(IN)
MANUFACTURER MODEL
NUMBER (AS STANDARD)REMARKS
HX-1 BASEMENT
MECH ROOM REHEAT 789 5 820 53.0 0 100 130 0.5 0.0005 13 41 10.5 B&G SU-63-2
HX-2 BASEMENT
MECH ROOM AHU-A PREHEAT 1,245 5 1,311 50.6 40 36 90 0.5 0.0005 33.3 54 12.5 B&G SU-84-4
EQUIPMENT
LOCATION
EQUIPMENT
IDENTIFICATION
OPERATING
WEIGHT
(POUNDS)
REMARKS
MANUFACTURER
MODEL NUMBER
(BASIS OF DESIGN)
GENERAL NOTES:
A) NPSHR COLUMN REPRESENTS THE NET POSITIVE SUCTION HEAD REQUIRED.
B) FLUID TEMPERATURE COLUMN REPRESENTS THE EXPECT FLUID TEMPERATURE RANGE DURING OPERATION.
C) POWER CLASS REFERS TO NORMAL, OPTIONAL STANDBY, LEGALLY REQUIRED OR EMERGENCY POWER
REQUIREMENT.
PUMP SCHEDULE
SERVICE WATER
FLOW
RATE
(GPM)
PUMP DATA
HEAD
PRESSURE
(FT W.C.)
NPSHR
(A)
(FT W.C.)
MOTOR
SPEED
(RPM)
MOTOR DATA
BHP RATED
HP
CONTROL
TYPE
(VFD OR
MOTOR
STARTER)
ELECTRICAL
SERVICE
(V/Ø/HZ)
SHUT-OFF
HEAD
PRESSURE
(FT W.C.)
PUMP
SPEED
(RPM)
PUMP
STYLE/TYPE
FLUID DATA
FLUID
TEMP
(B)
(°F)
FLUID
TYPE
%
GLYCOL
WORKING
PRESSURE
(PSIG)
IMPELLER
SIZE
(INCHES)
BASEMENT MECH
ROOM 55 57 10.0 1800 1.2 2 VFD 480/3/6062.7 3,235IN-LINE 68 WATER 40 1754.25ENERGY
RECOVERY COILP-6
24x24 0-200EXHAUST CEILING- 0.004 15
22x22
TO 8"Ø
24x24 201-400EXHAUST CEILING- 0.01 15
22x22
TO 10"Ø
MCA MOCP
STANDBY
POWER
STANDBY
POWER
STANDBY
POWER
BASEMENT MECH
ROOM BELL & GOSSETT 1.5x1.5x9.5B50 65 5.2 1800 1.62 3 VFD 480/3/6069 1,727IN-LINE 68 WATER -1758.25REHEAT COILSP-3A NO
NO
BASEMENT MECH
ROOM 55 57 10.0 1800 1.2 2 VFD 480/3/6062.7 3,235IN-LINE 68 WATER 40 1754.25ENERGY
RECOVERY COILP-5 BELL & GOSSETT 1.25AABYES
BELL & GOSSETT 1.25AAB
TITUS
MODEL: TRITEC
TITUS
MODEL: TRITEC
TITUS
MODEL: 3FL
TITUS
MODEL: 3FL
24x24 401-600EXHAUST CEILING- 0.02 15
22x22
TO 12"Ø
24x24 601-950EXHAUST CEILING- 0.03 20
22x22
TO 14"Ø
TITUS
MODEL: 3FL
TITUS
MODEL: 3FL
24x24 951-1,350EXHAUST CEILING- 0.06 30
22x22
TO 16"Ø
TITUS
MODEL: 3FL
24x24 601-950EXHAUST SIDEWALL- 0.03 20
22x22
TO 14"Ø
TITUS
MODEL: 3FL
24x24 401-600
FILTERED
RETURN CEILING- 0.02 15
22x22
TO 12"Ø
24x24 601-950 CEILING- 0.03 20
22x22
TO 14"Ø
TITUS
MODEL: 3FFL
TITUS
MODEL: 3FFL
24x24 951-1,350 CEILING- 0.06 30
22x22
TO 16"Ø
TITUS
MODEL: 3FFL
NO
79837381607295.319.14050.64733-4047.675362.90.811084014,000
460/3/60VFD3027.21,7251,7253,8704.7119,000
EF-A.2 2ND/3RD FLOOR
LABS 19,000 1 4.7 3,870 1,725 1,725 27.2 30 VFD 460/3/60 NO
MANUFACTURER MODEL NUMBER
(AS STANDARD)
GREENHECK VEKTOR MH
HX-3 BASEMENT
MECH ROOM AHU-A PREHEAT 1,245 5 1,311 40 36 0.5 0.0005 33.3 54 12.5 B&G SU-84-4
QUANTITY
6
50.6 90
SUPPLY EXPOSED
PERF. DUCT
MCGILL DDF-SP
ASSEMBLY1.5 0.12 3018"Ø 210/LF23% FA
23% FA 175/LFSUPPLY EXPOSED
PERF. DUCT
MCGILL DDF-SP
ASSEMBLY1.5 0.15 3022"Ø
LOCATION SERVICE
UNIT
NO.
SYSTEM TEMP (°F)
MIN MAX MAX
SYSTEM PRESSURE(PSIG)
AT TANK LOCATION
TANK
PRESSURE
RATING
(PSI)
TANK
ACCEPTANCE
VOLUME (GAL)
TANK VOLUME
(GAL)
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKS
DIAPHRAGM EXPANSION TANK SCHEDULE
MIN INITIAL
CHARGE
AIR FILTER SCHEDULE
UNIT
SERVED TYPE MERV
RATING
TOTAL
CFM
FACE
AREA
(S.F.)
FILTER
THICKNESS
(IN.)
UNIT SIZE
(IN.)
(HxW)
ARRGMT.
H W
TOTAL
UNIT
NO.
PD(IN.W.G.)
INIT.FINAL
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKS
FACE
VELOCITY
(FPM)
FILTERED
RETURN
FILTERED
RETURN
180
180
180
PUMP
EFFICIENCY
MINIMUM
MOTOR
EFFICIENCY
89.5%
PUMP SPARE
CAPACITY
(GPM)
0
66%
66%
50%
0
0
86.5%
86.5%
24x48FILTERED
RETURN
22x46
TO 18"Ø
TITUS
MODEL: 3FFLE41,351-1,500 200.02-CEILING
8x6 0-100SUPPLY SIDEWALL19 0.05 208x6 TITUS
MODEL: 272FL
6x6 0-100 SIDEWALL- 0.1 256x6 TITUS
MODEL: 3FLEXHAUSTG1
F1
B2
B1
E3
E2
E1
D1
C5
C4
C3
C2
C1
A3
A2
A1
C6 12x12 0-200EXHAUST CEILING- 0.1 30
10x10TO
8"Ø
TITUS
MODEL: 3FL
F2 12x6 101-300SUPPLY SIDEWALL19 0.05 2012x6 TITUS
MODEL: 272FL
460 3 60
MAX THROW TO 50
FPM (FT) AT MAX
AIRFLOW
NC AT MAX
AIRFLOW
MAX PRESSURE DROP
(IN W.C.) AT MAX
AIRFLOW
45 - NO
1
2
3
PROVIDE WITH INLET PIEZOMETER RING FOR AIRFLOW MEASUREMENT.
PROVIDE WITH AMCA SPARK B CONSTRUCTION, HI-PRO Z COATING, AND WELDED SCROLL HOUSING.
MOTORS SHALL HAVE GROUNDED SHAFTS AND F INSULATION CLASS OR BETTER.
PROVIDE WITH INTEGRAL OPPOSED BLADE DISCHARGE DAMPER.
PROVIDE WITH DRAIN WITH PLUG AT FANS AND DRAIN AT COIL.
PROVIDE WITH STRUCTURAL STEEL BASE.
PROVIDE WITH PRE-FILTER RACK. REFER TO FILTER SCHEDULE FOR FILTER INFORMATION.
PROVIDE WITH INTEGRAL DISCHARGE NOZZLE ATTENUATOR
PROVIDE BYPASS DAMPER WITH INTEGRAL SOUND ATTENUATOR SIZED TO HANDLE A MAXIMUM OF 10,240 CFM.
4
5
6
1
2
SUPPLY FANS SHALL HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER RINGS FOR AIRFLOW MEASUREMENT.
3
PROVIDE SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS. PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS.
PROVIDE CERAMIC SHAFT GROUNDING RINGS ON FANS.
1
2
3
44
44
4 CONDENSATE DRAIN PIPE SHALL BE AT LEAST 1.5"Ø AND SHALL HAVE P-TRAP THAT IS AT LEAST 7" HIGH. REFER TO DRAW THROUGH P-TRAP DETAIL.
ET-1 BASEMENT
MECH RM
PREHEAT
LOOP 40 95 36.4 75 125 2.4 8.0 BELL & GOSSETT B-1541.9
5 COOLING COIL IS SELECTED ASSUMING ENERGY RECOVERY IS INOPERATIVE.
CAMFIL FARR 30/30
84224x24
24218,2008AHU-A PRE-FILTER PLEATED 1 4 4 0.3 0.612x24
AHU-A FINAL-FILTER 13 18,200 42 12
24x24 2 4 8
VILEDON MV-85-HSN1 4 4 0.35 0.7012x24HIGH PERFORMANCE
RIGID-POCKET
435
435
1
2
MERV 13 IS EQUIVALENT TO EN 779 CLASS F7
FINAL FILTER DIMENSIONS MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY.
1 2
6 REFER TO FILTER SCHEDULE FOR FILTER INFO. FINAL FILTER DIMENSIONS MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY. COORDINATE RACK SIZE WITH FINAL FILTER SIZE.
PLEATED 8 18,200 40 2 24x24 2 5 10 CAMFIL FARR 30/300.3 0.6455EXHAUST ENERGY
RECOVERY PRE-FILTER
7
2 1 224x12
2 1 224x12
COORDINATE ALL CEILING OR WALL INSTALLED INLETS AND OUTLETS FOR APPROPRIATE BORDER TYPES: LAY-IN OR SURFACE MOUNT.
COORDINATE COLOR AND FINISH WITH ARCHITECT.
DUCT RUNOUT SIZE SHALL BE SAME AS NECK SIZE.
PERFORATED DUCTS SHALL HAVE 23% FREE AREA AND SHALL HAVE MAXIMUM AIRFLOW PER LINEAR FOOT PER SCHEDULE.
PROVIDE WITH MERV 8 FILTER. REFER TO FILTER SCHEDULE FOR DETAILS.
4
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
1 2 3
5
5
5
5
PLEATED 8 1,350 4 2 CAMFIL FARR 30/301 1 0.3 0.624x24340FCU RETURN 3
3 PROVIDE FILTERS FOR ALL FILTER RETURN GRILLES.
8
9
1 2 3 5
1 2 3
1 2 3
1 2 3
1 2 3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M6.10
29313.00
11/30/18
HVAC - SCHEDULES
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
HOT WATER DUCT COIL SCHEDULE HYDRONIC CONTROL VALVE SCHEDULE
UNIT NO.TYPE
VALVE
PIPE SIZE
(IN)
ACTUATOR
MANUFACTURER
MODEL NUMBER (BASIS
OF DESIGN)
CV-RHC-1-8 2-WAY NON-SPRING
RETURN BELIMO TR24
MAX GPM MAX PD
(PSI)CV
CONTROL VALVE
MANUFACTURER
MODEL NUMBER (BASIS
OF DESIGN)
BELIMO CCV-B2090.82.31.21/2
FAIL
POSITION
LAST
CLOSE
OFF
RATING
(PSI)
200
VALVE
CHARACTERISTIC
CCV
VALVE
TURNDOWN
30-100%
REMARKS
CV-RHC-1-12
CV-RHC-1-14
CV-RHC-2-12
CV-RHC-2-14
CV-FCU-1
CV-FCU-2
CV-FCU-3
CV-FCU-4
CV-FCU-5
CV-AHU-A
CHW
CV-EXH
RECOVERY
CV-RCP-1.1
(<0.6 GPM)
2-WAY NON-SPRING
RETURN 3.3 3.0 1.9
BELIMO CCV-B211LAST 200 CCV 30-100%
2-WAY NON-SPRING
RETURN BELIMO CCV-B211LAST 200 CCV 30-100%
2-WAY NON-SPRING
RETURN BELIMO CCV-B212LAST 200 CCV 30-100%
2-WAY NON-SPRING
RETURN BELIMO CCV-B212LAST 200 CCV 30-100%
3.9 4.2 1.9
1/2 5.3 3.1 3.0
1/2 6.6 4.8 3.0
1/2 BELIMO TR24
BELIMO TR24
BELIMO TR24
BELIMO TR24
1/2
2-WAY SPRING RETURN BELIMO CCV-B209CLOSED 200 CCV 30-100%1/2 1.6 4.0 0.8
BELIMO TFRX24
BELIMO CCV-B210CLOSED 200 CCV 30-100%1/2 2.6 4.7 1.2
BELIMO CCV-B211CLOSED 200 CCV 30-100%1/2 3.1 2.7 1.9
BELIMO CCV-B210CLOSED 200 CCV 30-100%1/2 2.0 2.8 1.2
BELIMO CCV-B212CLOSED 200 CCV 30-100%1/2 6.0 4 3.0
2-WAY SPRING RETURN
2-WAY SPRING RETURN
2-WAY SPRING RETURN
2-WAY SPRING RETURN
BELIMO TFRX24
BELIMO TFRX24
BELIMO TFRX24
BELIMO TFRX24
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR240.6 4.7 0.3 BELIMO CCV-B207LAST 200 CCV 30-100%
CV-RCP-1.1
(0.6-1.0 GPM)
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR241.0 4.7 0.46
BELIMO CCV-B208LAST 200 CCV 30-100%
CV-RCP-1.1
(1.0-1.7 GPM)
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR241.7 4.5 0.85
BELIMO CCV-B209LAST 200 CCV 30-100%
BELIMO CCV-B262CLOSED 200 CCV 30-100%2-1/2 160 4.6 75.02-WAY SPRING RETURN BELIMO ARX24-SR-T
BELIMO CCV-B321BLAST 200 CCV 30-100%3/4 50 4.4 24.0
3-WAY NON-SPRING
RETURN BELIMO LRB24
STEAM CONTROL VALVE SCHEDULE
UNIT NO.TYPE
VALVE
PIPE SIZE
(IN)
ACTUATOR
MANUFACTURER
MODEL NUMBER (BASIS
OF DESIGN)
REMARKS
CV-HX-1 2-WAY SPRING RETURN 1 FISHER 2052
MAX
LBS/HR
820
MAX
INLET
PRESSURE
(PSI)
15
CV
20
CONTROL VALVE
MANUFACTURER
MODEL NUMBER (BASIS
OF DESIGN)
FISHER V300
FAIL
POSITION
CLOSED
CLOSE
OFF
RATING
(PSI)
200
VALVE
CHARACTERISTIC
VALVE
TURNDOWN
300:1MODIFIED EQUAL
PERCENTAGE
CV-HX-2 2-WAY SPRING RETURN 1 FISHER 20521,311 15 32
FISHER V300CLOSED 200
MODIFIED EQUAL
PERCENTAGE 300:1
CV-HX-3 2-WAY SPRING RETURN 1 FISHER 20521,311 15 32
FISHER V300CLOSED 200
MODIFIED EQUAL
PERCENTAGE 300:1
CV-(XR)CHILLED BEAM
(<0.6 GPM)
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR240.6 4.7 0.3
BELIMO CCV-B207LAST 200 CCV 30-100%
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR241.0 4.7 0.46
BELIMO CCV-B208LAST 200 CCV 30-100%
2-WAY NON-SPRING
RETURN 1/2 BELIMO TR241.7 4.5 0.85
BELIMO CCV-B209LAST 200 CCV 30-100%
CV-(XR)CHILLED BEAM
(0.6-1.0 GPM)
CV-(XR)CHILLED BEAM
(1.0-1.7 GPM)
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
SERVICEUNIT
NO.CFM OUTPUT
(MBH)
SIZE
W X H
(IN.)
FACE
VELOC.
(FPM)
ROWS
EAT (°F) LAT (°F)
AIR DATA
P.D.
(IN.WG)GPM
WATER DATA
EWT (°F) LWT (°F)
P.D.
(FT.)
REMARKS
RHC-1-8 SUPPLY AIR 450 12.2 10x10 620 2 55 80 0.22 1.2 130 109.4 0.7
AEROFIN
HWP-12.0AF-10.5 X 10.0-2-11
RHC-1-12 SUPPLY AIR 1,000 27.0 18x12 670 2 55 80 0.24 3.3 130 113.3 0.5
AEROFIN
HW-12.0AF-12.0 X 18.0-2-0.333
RHC-1-14 SUPPLY AIR 1,300 35.1 20x14 700 2 55 80 0.26 3.9 130 111.6 0.8
AEROFIN
HW-12.0AF-13.5 X 20.0-2-0.333
RHC-2-12 SUPPLY AIR 2,000 54.0 26x16 700 2 55 80 0.25 5.3 130 109.2 0.9
AEROFIN
HW-12.0AF-16.5 X 26.0-2-0.333
RHC-2-14 SUPPLY AIR 2,800 75.6 32x18 700 2 55 80 0.26 6.6 130 106.6 1.5
AEROFIN
HW-12.0AF-18.0 X 32.0-2-0.333
FLOOR PLAN LAYOUT UTILIZES BOTH LEFT AND RIGHT HAND COIL CONNECTIONS. CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF EACH COIL.1
LABORATORY VARIABLE AIR VOLUME TERMINAL BOX AND AIR BALANCE SCHEDULE
ROOM
NUM
ROOM NAME ROOM
DIMENSIONS
CODE MINIMUM VENTILATION EXHAUST AIR SUPPLY AIR XFER
AREA
(SF)
HEIGHT
(FT)
NYS
OUTDOOR
AIRFLOW
(NOTE 2)
NYS EXHAUST
AIRFLOW (NOTE
3)
EXHAUST
POINT
EXHAUST TYPE VALVE
SIZE
SOUND
ATTENUATOR
VALVE RANGE OCCUPIED SASH OPEN
(NOTE
4)
OCCUPIED SASH
CLOSED COOLING PEAK
(NOTE 5)
OCCUPIED SASH
CLOSED MINIMUM
(NOTE 5)
UNOCCUPIED SASH
FULL (NOTE 6)
UNOCCUPIED SASH
OPEN (NOTE 7)
UNOCCUPIED
SASH CLOSED
(NOTE 8)
SUPPLY
POINT
VALVE
SIZE
REHEAT COIL SOUND
ATTENUATOR
VALVE RANGE OCC SASH OPEN
(NOTE 4)
OCC SASH
CLOSED
COOLING
PEAK (CFM)
OCC SASH
CLOSED
MINIMUM
(CFM)
UNOCC
SASH FULL
(CFM)
UNOCC
SASH
OPEN
(CFM)
UNOCC
SASH
CLOSED
(CFM)
ALL
MODES
(CFM)MAX MIN 100 FPM 80 FPM MAX MIN 100 FPM 80 FPM
(CFM) (ACH) (CFM) (ACH)(CFM) (CFM) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH)(CFM) (CFM) (CFM) (CFM)
276A GLASSWASH 111 10 65 3.5 115 6
EV-2.4 CANOPY HOOD 1-12 SATT-EV3 1005 100 530
28.6
530
28.6
530
28.6
530
28.6
530
28.6
530
28.6
265
14.3 SV-2.4 1-12 RHC-1-12 SATT-SV2 1005 100 485 485 485 485 485 485 220 -45
TOTAL 530 530 530 530 530 530 265
276B TISSUE CULTURE
(MAMMALIAN)170 10 105 3.7 170 6
EV-2.13 GEN EXH 1-8 SATT-EV1 450 50 230
8.1
230
8.1
130
4.5
130
4.5
230
8.1
215
7.5
215
7.5 SV-2.3 1-8 RHC-1-8 SATT-SV1 450 50 130 130 750 130 130 130 115 -100
TOTAL 230 230 130 130 230 215 215
276C TISSUE CULTURE
(BACTERIAL)158 10 90 3.4 160 6
EV-2.12 GEN EXH 1-8 SATT-EV1 450 50 215
8.1
215
8.1
115
4.3
115
4.3
215
8.1
215
8.1
215
8.1 SV-2.8 1-8 RHC-1-8 SATT-SV1 450 50 115 115 685 115 115 115 115 -100
TOTAL 215 215 115 115 215 215 215
276 OPEN RESEARCH
LAB 2358 10 1275 3.2 2360 6
EV-2.2 POINT EXHAUST 1-8 SATT-EV1 450 50 400
15.6
400
12.1
400
12.8
400
7.6
400
15.6
400
8.3
400
7.6
SV-2.1 1-14 RHC-1-14 SATT-SV3 1300 200 1180 955 930 605 1180 535 605
150
EV-2.5 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-2.2 1-14 RHC-1-14 SATT-SV3 1300 200 1180 955 930 605 1180 535 605
EV-2.6 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-2.5 1-12 RHC-1-12 SATT-SV6 1005 100 1000 810 790 510 1000 450 510
EV-2.7 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-2.6 2-12 RHC-2-12 SATT-SV7 2005 200 2000 1615 1575 1020 2000 900 1020
EV-2.8 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300
SV-2.7 2-12 RHC-2-12 SATT-SV8 2005 200 2000 1615 1575 1020 2000 900 1020
EV-2.9 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300
EV-2.10 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300
EV-2.1 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267
EV-2.3 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267
EV-2.11 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267
TOTAL 6,150 4,760 5,040 3,000 6,150 3,270 3,000
276D ICVD ROOM 395 10 215 3.3 395 6
EV-2.17 GEN EXH 1-14 SATT-EV4 1300 200 400
35.6
200
27.6
1,065
29.8
400
19.7
400
35.6
400
21.1
400
19.7
SV-2.9 1-14 RHC-1-14 SATT-SV3 1300 200 1145 1065 885 550 1145 395 550
-200
EV-2.16 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300
SV-2.10 1-14 RHC-1-14 SATT-SV3 1300 200 1145 1065 885 550 1145 395 550
EV-2.15 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300
EV-2.14 POINT EXHAUST 1-8 SATT-EV1 450 50 300 300 300 300 300 300 300
TOTAL 2,350 1,820 1,965 1,300 2,350 1,390 1,300
367B LIGHT SCATTERING 57 10 50 5.3 60 6
EV-3.10 GEN EXH 1-8 SATT-EV1 450 50 170
11.5
170
11.5
370
38.9
70
4.7
170
11.5
170
11.5
170
11.5 SV-3.8 1-8 RHC-1-8 SATT-SV1 450 50 70 70 270 70 70 70 70 -100
TOTAL 170 170 370 70 170 170 170
367A FLUORESCENCE
MICROSCOPE 66 10 50 4.5 70 6
EV-3.16 GEN EXH 1-8 SATT-EV1 450 50 150
11.2
150
11.2
410
37.2
50
3.7
150
11.2
150
11.2
150
11.2 SV-3.9 1-8 RHC-1-8 SATT-SV1 450 50 50 50 310 50 50 50 50 -100
TOTAL 150 150 410 50 150 150 150
367 OPEN RESEARCH
LAB 2323 10 1265 3.3 2325 6
EV-3.8 VENT ENCLOSURE 1-8 SATT-EV1 450 50 340
15.2
340
12.6
340
15.3
340
8.4
340
15.2
340
9.0
340
8.4
SV-3.1 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315
-200
EV-3.9 VENT ENCLOSURE 1-8 SATT-EV1 450 50 340 340 340 340 340 340 340 SV-3.3 1-12 RHC-1-12 SATT-SV6 1005 100 1000 850 1000 540 1000 510 540
EV-3.9 GAS CABINET 1-8 SATT-EV1 450 50 200 200 200 200 200 200 200 SV-3.4 2-12 RHC-2-12 SATT-SV8 2005 200 1500 1275 1500 805 1500 760 805
EV-3.2 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-3.5 2-12 RHC-2-12 SATT-SV8 2005 200 1500 1275 1500 805 1500 760 805
EV-3.4 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-3.6 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315
EV-3.13 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300
SV-3.7 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315
EV-3.14 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300
EV-3.7 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300
EV-3.1 GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256 318 318 318 318
EV-3.15 GEN EXH 1-14 SATT-EV3 1300 200 263 210 1,038 263 263 263 263
EV-3.11 GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256 318 318 318 318
TOTAL 5,905 4,900 5,930 3,280 5,905 3,505 3,280
367F E-BEAM
DEPOSITION ROOM 173 10 105 3.6 175 6
EV-3.3 FUME HOOD 1-12 SATT-EV3 1005 100 525
18.2
420
14.5
190
6.5
190
6.5
525
18.2
345
11.9
190
6.5 SV-3.2 1-12 RHC-1-12 SATT-SV2 1005 100 475 370 1125 190 475 295 190 -100
TOTAL 525 420 190 190 525 345 190
1
1
1 SUPPLY AIRFLOWS SHOWN FOR OPEN LABS ARE BASED ON FUTURE FUME HOODS. UNTIL THESE HOODS ARE INSTALLED SUPPLY AIRFLOWS WILL BE LOWER THAN SCHEDULED VALUES. PER CONTROL SEQUENCES SUPPLY VALVES
WILL MODULATE TO MAINTAIN ROOM DIFFERENTIAL AIRFLOW SETPOINT.
2 2
2
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M6.20
29313.00
11/30/18
HVAC - SCHEDULES
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA
12/18/2018
RADIANT CEILING PANEL SCHEDULE
UNIT NO.PASSES WIDTH
(IN.)
WATER TEMP (DEG F)GPM PER
FT
BTUH PER
FT.LENGTH
PIPE
RUNOUT
SIZE
MANUFACTURER
MODEL NUMBER (BASIS
OF DESIGN)
REMARKS
ENT LVG
RCP-1.1 2 10 200 180 0.026 255 REFER
TO PLANS 1 STERLING 2-PASS
EXPOSED PANEL
CB-258-01 8 0.5 50 3,420 0.7 3.7 58.0
CB-265-01
CB-265-02 8 0.5 93 4,136 0.3 0.8
CB-265-03
CB-265A-01 8 0.4 45 3,514 0.3 14.6
CB-265A-02
CB-278-02
PRIMARY
AIR
PRESSURE
PRIMARY
AIR FLOW
RATE
TOTAL
COOLING
CHILLED
WATER
FLOW
RATE
WATER
PRESSURE
DROP
ENTERING
WATER
TEMP
(COOLING)
UNIT TAG UNIT MODEL
NOMINAL
LENGTH
(FEET)
(INCH W.C.) (CFM) (BTUH) (GPM) (°F)(FEET W.C.)
AIR DATA CHILLED WATER COIL DATA
TROX DID600R
TROX DID600R
TROX DID600R
TROX DID600R
TROX DID600R
TROX DID600R
TROX DID600R 58.0
58.0
8 0.5 93 4,136 0.3 0.8 58.0
8 0.5 93 4,136 0.3 0.8 58.0
8 0.4 45 3,514 0.3 14.6 58.0
8 0.7 60 4,382 1.5 14.6 58.0
REMARKS
CB-278-01 8 0.7 60 4,382 1.5 14.6TROX DID600R 58.0
CB-360-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-360-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-361-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-361-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-362-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-375-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-375-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
CB-377-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0N/A
SOUND ATTENUATOR SCHEDULE
FAN COIL UNIT SCHEDULE
UNIT NO.
CFM
FAN
E.S.P.
(IN.WG)HP
FAN MOTOR
CONTROL
ELECT.
DATA
V/Ø/Hz
TOTAL MBH SENSIBLE
MBH GPM EWT
(°F)
COOLING COIL
LWT
(°F)
P.D.
(FT.)ROWS EAT
DB(°F)
EAT
WB(°F)
MANUFACTURER MODEL
NUMBER (AS STANDARD)REMARKS
FCU-1 600 0.4 1/3 ECM 120/1/60 6.7 6.7 1.3 58 68 2.9 6 73 61.7 WILLIAMS HP-008
FCU-2 900 0.4 1/2 120/1/60 11.5 11.5 2.7 58 67 4.4 6 73 62 WILLIAMS HP-012
FCU-3 1,350 0.4 1/3 120/1/60 15.9 15.9 3.5 58 67 2.6 6 73 62 WILLIAMS HP-018
EXISTING TO BE RELOCATED CHILLED BEAM SCHEDULE
FCU-4 450 0.0 1/3 120/1/60 14.2 12.5 2.0 47 61 4.4 6 80 65
STANDBY
POWER
NO
NO
NO
NO
ECM
ECM
ECM WILLIAMS HP-006
TYPE
CONCEALED HORIZONTAL DUCTED
CONCEALED HORIZONTAL DUCTED
CONCEALED HORIZONTAL DUCTED
EXPOSED CABINET HORIZONTAL
DISCHARGE BOTTOM INLET
FCU-5 600 0.0 1/20 120/1/60 12.9 12.9 6 58 62 14.4 3 80 65YESPSC
3-SPEED MULTIAQUA MHWW-24EXPOSED CABINET HIGH-WALL TYPE
UNIT
NO.SERVICE LOCATION CFM
OVERALL
SIZE
W X H
X L
(IN)
FACE
VELOCITY
(FPM)
P.D.
(IN.
W.G.)
DYNAMIC INSERTION LOSS (dB)
63
HZ
125
HZ 250 HZ 500 HZ
1000
HZ
2000
HZ
4000
HZ
8000
HZ
AIR FLOW
FORWARD OR
REVERSE
MANUFACTURER
MODEL NUMBER (AS
STANDARD)
REMARKS
SATT-SV2 SUPPLY LABORATORY SUPPLY
VALVE 1,000 18x12x36 670 0.05 4 5 11 19 22 20 15 7 FORWARD
VIBRO-ACOUSTICS
RFL-MV-F7
SATT-SV5 SUPPLY LABORATORY SUPPLY
VALVE 2,800 32x18x36 700 0.06 4 6 10 17 20 21 20 12 FORWARD
VIBRO-ACOUSTICS
RFL-MV-F8
SATT-SV1 SUPPLY
LABORATORY SUPPLY
VALVE 450 10x10x36 650 0.05 4 5 11 19 20 19 14 7 FORWARD
VIBRO-ACOUSTICS
RFL-MV-F6
SATT-SV3 SUPPLY
LABORATORY SUPPLY
VALVE 1,300 20x14x36 670 0.05 FORWARD VIBRO-ACOUSTICS
RFL-MV-F6
SATT-SV4 SUPPLY LABORATORY SUPPLY
VALVE 2,000 26x16x36 700 0.06 4 6 13 19 17 16 12 7 FORWARD
VIBRO-ACOUSTICS
RFL-MV-F3
SATT-EV1 EXHAUST
LABORATORY
EXHAUST VALVE 450 10x10x36 650 0.06 6 5 10 15 14 11 9 8 REVERSE
VIBRO-ACOUSTICS
RNM-MV-F6
TYPE
FILM-LINED MEDIA
FILM-LINED MEDIA
FILM-LINED MEDIA
FILM-LINED MEDIA
FILM-LINED MEDIA
NO
MEDIA
SATT-EV3 EXHAUST
LABORATORY
GENERAL EXHAUST 1,000 12x12x36 1,000 0.07 REVERSE VIBRO-ACOUSTICS
RNM-HV-F4
NO
MEDIA
SATT-EV2 EXHAUST
LABORATORY
EXHAUST VALVE 825 12x12x48 825 0.06 6 3 3 6 12 7 3 2 REVERSE
VIBRO-ACOUSTICS
RNM-UHV-F9-L22706
ELBOW
NO MEDIA
SATT-SV6 SUPPLY
LABORATORY SUPPLY
VALVE 1,000 18x12x60 670 0.11 6 11 17 20 32 35 26 17 FORWARD
VIBRO-ACOUSTICS
REFL-MV-F9-L22706
ELBOW
FILM-LINED MEDIA
4 5 11 19 20 19 14 7
SATT-EV4 EXHAUST
LABORATORY
GENERAL EXHAUST 1,300 14x14x36 955 0.07
6 5 10 14 9 8 6 5
REVERSE VIBRO-ACOUSTICS
RNM-HV-F2
NO
MEDIA
SATT-EXH-1 EXHAUST
LABORATORY
EXHAUST FAN 6,500 30x28x36 1,100 0.08 5 6 15 16 10 10 10 10 REVERSE
VIBRO-ACOUSTICS
RNM-HV-F1
NO
MEDIA
5 5 13 15 10 9 8 8
SATT-EXH-2 EXHAUST
LABORATORY
EXHAUST FAN 10,225 32x30x60 1,500 0.15 5 6 15 16 10 10 10 10 REVERSE
VIBRO-ACOUSTICS
RNM-HV-F1
NO
MEDIA
1
2
SUPPLY FANS SHALL HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER RINGS FOR AIRFLOW MEASUREMENT.
PROVIDE SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS. PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS.
1 2
SATT-SV7 SUPPLY LABORATORY SUPPLY
VALVE 2,000 26x16x60 700 0.11 6 9 14 17 28 31 22 17 FORWARD
VIBRO-ACOUSTICS
REFL-MHV-F8-L22706
ELBOW
FILM-LINED MEDIA
SATT-AHU-A SUPPLY AHU-A 18,200 48x38x60 1,400 0.1 3 4 8 13 14 11 9 5 FORWARD
VIBRO-ACOUSTICS
RFL-HV-F4 FILM-LINED MEDIA
SATT-SV8 SUPPLY LABORATORY SUPPLY
VALVE 2,000 26x16x60 700 0.09 6 9 14 17 30 34 24 18 FORWARD
VIBRO-ACOUSTICS
REFL-MHV-F9-L22706
TEE
FILM-LINED MEDIA
1 FILM LINING SHALL BE HOSPITAL GRADE. MEDIA SHALL BE MOLD RESISTANT.
1
1
1
1
1
1
1
1
1
3
3 REFER TO DETAILS FOR ROUNDED CORNER NOTES AND INSTALLATION.
2
2 2
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M6.30
29313.00
11/30/18
HVAC - SCHEDULES
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA
12/18/2018
AHU-A
SATT
EXH-2
SATT
EXH-1
SATT
AREAWAY
(POS)
OUTSIDE AIR
INTAKE
ENERGY
RECOVERY COIL
BASEMENT
LEVEL 1
LEVEL 3
ROOF
LEVEL 2
LABORATORY
SUPPLY
SFD
LABORATORY
SUPPLY
LABORATORY
EXHAUST
LABORATORY
EXHAUST
SFD
WRITE-UP
SUPPLY
38"x48"38"x48"32"x30"32"x30"30"x28"WRITE-UP
SUPPLY
PENTHOUSE ROOF
SFD
LABORATORY
SUPPLY
SFD
24"x20"
20"x24"
42"x24"
1. REFER TO FLOOR PLANS FOR ADDITIONAL
INFORMATION ON DUCT SIZES AND OTHER
REQUIREMENTS.
2. THE EXHAUST SYSTEM IS DESIGNED TO NOT BE
HAZARDOUS PER IMC-510. EH&S AND OWNER
SHALL ENSURE CHEMICAL USAGE STAYS BELOW
ALLOWABLE LIMITS.
GENERAL NOTES:
AHU
A
EF
A.1
EF
A.2
E
1
S
1
E
2
FROM EXISTING CHILLED
BEAM SYSTEM
FROM EXISTING CHILLED
BEAM SYSTEM
AUDITORIUM SUPPLY
(XM)AHU SERVING 2ND
FLOOR AUDITORIUM
AUDITORIUM RETURN
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M7.10
29313.00
11/30/18
HVAC - AIR RISER
DIAGRAM
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
C
C
W
H
C
ER
GS2"HWS1
ET
3
HX
2
HX
1
HX 2-1/2"GS
2-1/2"GS
2-1/2"GR
2"HWS
(XM)2-1/2"HWR
2-1/2"LPR
(XM)2-1/2"HWR
4"LPS2-1/2"HWS2-1/2"HWR(XM)CBS(XM)CBR(XM)HWS(XM)HWR2-1/2"GR2-1/2"GR2-1/2"GR2-1/2"GR2"HWS
2"HWR
2"HWS
2"HWR
3"CBS
3"CBR
2"HWS
2"HWR
2"HWS
2"HWR
3"CBS
3"CBR
2"HWR2"HWS2-1/2"LPSBASEMENT
LEVEL 1
LEVEL 3
ROOF
LEVEL 2
RHW
1
GW
1
AHU
A
CHWS
BUILDING LOOP
FROM EXISTING
BUILDING LOOP
TO EXISTING
CHWR
FEEDER
CHEMICAL
LPS
BUILDING LOOP
FROM EXISTING
LPC
CONDENSATE RECEIVER
TO EXISTING
GLYCOL
FILL
SYSTEM
1"
TO/FROM EXISTING
PERIMETER HEATING
HWS/R
CBS/R
PROCESS COOLING CHILLERS
TO/FROM FAN COIL UNITS AND
HWS
PERIMETER HEATING
FROM EXISTING
PERIMETER HEATING
TO EXISTING
HWR
TO/FROM
REHEAT COILS
HWS/R
GHW PUMPS
CBS
BUILDING LOOP
FROM EXISTING
BUILDING LOOP
TO EXISTING
CBR
(P.O.S.)
(XM)TO FLOOR DRAIN
FEEDER
(XM)CHEMICAL
LPS
BUILDING LOOP
FROM EXISTING
LPC
CONDENSATE RECEIVER
TO EXISTING
(XM)P-3
(XM) AIR SEPARATOR
(XM)EXPANSION TANK
P-3A
(XM) HEAT EXCHANGER
REPLACE EXISTING
HWS/R PIPING IN
BASEMENT AND IN
SHAFT TO 3"
TO/FROM EXISTING
PERIMETER HEATING
HWS/R
CBS/R
PROCESS COOLING CHILLERS
TO/FROM FAN COIL UNITS AND
TO/FROM
REHEAT COILS
HWS/R
AIR SEPARATOR PROVIDE ISOLATION VALVE AND CAP
FOR MANUAL FILL AND 55 GALLON
DRUM TO RECEIVE RELIEF VALVE
DISCHARGE.
P
5
P
6
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M7.20
29313.00
11/30/18
HVAC - HYDRONIC/STEAM
RISER DIAGRAM
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
MAH
MAL
C C C C
ECM
MT
R
XS
AI
AI
BAS INSTRUMENT LEGEND
GENERAL INSTRUMENT/FUNCTION SYMBOLS
LINETYPE LEGEND
EQUIPMENT SYMBOLS
HVAC CONTROL SYSTEM NOTES - GENERALTYPICAL VARIABLE FREQUENCY DRIVE AND ECM CONTROL POINTS
SENSOR LEGEND
XX
XX
##
XY
XX
YA
XX
DI SI
XX
DI
YA
XX
DI
PDC
XX
AO
FC
XX
DO
FC
01
AO YA
01
DI
ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE
TWO WAY VALVE ASSOCIATED WITH
DUCT SMOKE DETECTOR WITH
AUXILIARY CONTACTS AND MANUAL RESET
BACKPRESSURE REGULATOR, SELF CONTAINED
PRESSURE REDUCING REGULATOR
HAND-OFF-AUTOMATIC CONTROL STATION
REFER TO DIVISION 16 DWGS
SELF CONTAINED
HIGH & LOW MOISTURE "OUT OF RANGE"
LIMITS FOR FAULTY SENSOR ALARM
ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE
THREE WAY VALVE ASSOCIATED WITH
OPPOSED BLADE DAMPER ASSOCIATED WITH
ACTUATOR
WHEN IDENTICAL, MULTIPLE INSTRUMENTS EXIST WITHIN A LOOP, THEY
ARE INDIVIDUALLY, SEQUENTIALLY NUMBERED HERE.
X = ANALOG(A) OR DIGITAL(D)
Y = OUTPUT(O) OR INPUT(I)
STATION
AIR FLOW
USERS CHOICE(*)
MULTIFUNCTION(*)
UNCLASSIFIED(*)
USERS CHOICE(*)
SYMBOL MODIFIER
HEAT EXCHANGER
PUMP
HEAT EXCHANGER
PROP FAN
FILTER
PLATE/FRAME
SHELL/TUBE
FAN
TUBULAR CENTRIFUGAL
CENTRIFUGAL
FAN
PLUG FAN
OR VANEAXIAL
VOLUME TERMINAL
VARIABLE AIR
TEMPERATURE
RADIATION
EVENT (STATUS)
USERS CHOICE(*)
MULTIVARIABLE(*)
WEIGHT OR FORCE
SMOKE
EXAMPLE: PT=PRESSURE TRANSMITTER, HS=HAND SWITCH
VIBRATION, MECH ANALYSIS
SPEED OR FREQUENCY
QUANTITY OR EVENT(*)
PRESSURE (OR VACUUM)
POSITION, DIMENSION
MOISTURE
WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.
L
M
LEVEL
N
O
(*)
R
Y
W
X
Z
T
S
U
V
Q
P
PILOT LIGHT
SENSOR TAG ID
DEVICE OR
OR SETPOINT
XXX START/STOPSS
ON/OFFOO
AUTOAUTO
OPEN/CLOSEOC
MODIFIER SYMBOLS AND
DESCRIPTIONS SHOWN BELOW
ORIFICE, RESTRICTION
USERS CHOICE(*)
RECORD OR PRINT
MULTIFUNCTION(*)
UNCLASSIFIED(*)
POINT (TEST CONNECTION)
MOMENTARY
LIGHT (PILOT)
INTEGRATE
WELL
SAFETY
INTEGRATE
LOW
USERS CHOICE(*)
RELAY OR COMPUTE(*)
TRANSFORMER
MULTIFUNCTION(*)
SWITCH
VALVE
TRANSMIT
ANALYSIS
CURRENT
FLOW RATE
VOLTAGE
BURNER FLAME
HAND (MANUAL)
TIME OR SCHEDULE
DEWPOINT
B
A
I
J
K
POWER
E
G
F
H
GAS
C
D
USERS CHOICE(*)
SENSOR (PRIMARY ELEMENT)
ALARM
MODIFIER
INDICATE
SCAN
RATE OF CHANGE
GLASS
RATIO
DIFFERENTIAL
FIRST LETTER(S)
MODIFIER
SUCCEEDING LETTERS
OUTPUT FUNCTION
CONTROL STATION
GATE
CONTROL
DAMPER
HIGH
USERS CHOICE(*)
SYMBOL DESCRIPTION DESCRIPTIONSYMBOL
INSTRUMENT LINE
USERS CHOICE(*)
TEMPERATURE ALARM LOW LIMITTSL
PRESSURE ALARM HIGH LIMITPAH
TEMPERATURE ALARM HIGH LIMITTSH
PRESSURE ALARM LOW LIMITPAL
MOISTURE ALARM HIGH LIMITMAH
MOISTURE ALARM LOW LIMITMAL
MANUAL RESETR
DESCRIPTIONSYMBOL
BOX OR VALVE WITH
REHEAT COIL
VOLUME TERMINAL
VARIABLE AIR
BOX OR VALVE
MOTOR STARTER
VARIABLE FREQUENCY DRIVE
PARALLEL BLADE DAMPER ASSOCIATED WITH
ACTUATOR
SAMPLE DEVICE TAGS
PROCESS LINE
BAS INPUT/OUTPUT IDENTIFIER
CONTROL DEVICE OR INSTRUMENT TAG
INSTRUMENTATION IDENTIFICATION TAGS SHOWN ON THE ENCLOSED CONTROL DRAWINGS ARE
INTENDED TO BE SPECIFIC FOR EACH SEQUENCE. NO ATTEMPT HAS BEEN MADE TO COORDINATE
SEQUENTIAL TAGS IN ALL SEQUENCES AS THIS EFFORT WOULD NOT AID IN THE UNDERSTANDING OF THE
DESIGN INTENT. THEREFORE THERE MAY BE INSTRUMENTS ON THE CONTROL DRAWINGS WHICH APPEAR
TO HAVE THE SAME IDENTIFICATION NUMBER.
PROVIDE AND COORDINATE A COMPLETE LIST OF INSTRUMENTATION, THE ASSOCIATED IDENTIFICATION
TAGS AND A CROSS REFERENCE TO BE USED IN THE BAS (BUILDING AUTOMATION SYSTEM) PROGRAM
CODE.
NOTES:
MODULATING ACTUATOR WITH
PILOT POSITIONER - FAILS OPEN
(PNEUMATIC ACTUATORS ONLY)
MODULATING ACTUATOR WITH
PILOT POSITIONER - FAILS CLOSED
(PNEUMATIC ACTUATORS ONLY)
MODULATING ACTUATOR WITH AN
INTEGRAL PILOT POSITIONER
(PNEUMATIC ACTUATORS ONLY)
MODULATING ACTUATOR
WITHOUT INTEGRAL PILOT
POSITIONER
MODULATING ACTUATOR
WITHOUT PILOT POSITIONER -
FAILS OPEN
MODULATING ACTUATOR
WITHOUT PILOT POSITIONER -
FAILS CLOSED
TWO POSITION ACTUATOR,
FAILS OPEN
TWO POSITION ACTUATOR,
FAILS CLOSED
1. ELECTRICAL POWER WIRING: ALL POWER WIRING AND CONNECTIONS REQUIRED TO OPERATE BUILDING AUTOMATION CONTROL
SYSTEM (BAS) AND ALL CONTROL COMPONENTS SHALL BE PROVIDED UNDER THIS SECTION AND SHALL COMPLY WITH
REQUIREMENTS OF DIVISION 26 SECTIONS. PROVIDE NORMAL AND STANDBY POWER WIRING TO ALL CONTROL DEVICES TO
PERFORM SEQUENCES OUTLINED. AS A MINIMUM THE BAS (ALL CONTROL PANELS, WORKSTATION, HOST COMPUTERS) SHALL
BE CONNECTED TO STANDBY POWER. ELECTRICAL CIRCUITS FOR ALL CONTROLS SHALL BE DEDICATED ONLY TO THE
BUILDING AUTOMATION CONTROL SYSTEM AND COMPONENTS. ALL WIRING FROM AND INCLUDING DEDICATED CIRCUIT
BREAKERS TO THE POINT OF USE SHALL BE PROVIDED BY THIS SECTION.
2. SEQUENCES OUTLINED (UNLESS OTHERWISE SPECIFIED) SHALL BE PERFORMED BY DIRECT DIGITAL CONTROL FIELD PANELS
(DDCFPS) AND LOCALLY MOUNTED DIRECT DIGITAL UNIT CONTROLLERS CONNECTED TO A CENTRAL BUILDING AUTOMATION
SYSTEM. SYSTEM ARCHITECTURE SHALL BE BASED ON A PEER-TO-PEER DISTRIBUTED CONTROL SYSTEM NETWORK. SYSTEM
SHALL INTEGRATE OPEN COMMUNICATION PROTOCOL CONTROLLERS. ALL DDCFP AND LOCAL CONTROLLER SHALL BE
CAPABLE OF INDEPENDENT OPERATION REGARDLESS OF THE STATUS OF THE BAS WORKSTATION.
3. ALL ZONE CONTROL DEVICES SHOULD BE CONTROLLED DIRECTLY BY A LOCAL CONTROLLER. COORDINATION OF THESE
DEVICES SHOULD NOT RELY ON THE NETWORK TO COMMUNICATE ACROSS THE ZONE. ZONES NEED TO BE ABLE TO OPERATE
INDEPENDENTLY FROM BMS.
4. ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE BY THE OPERATOR THROUGH THE BAS WORKSTATION AND THROUGH
LAPTOP SERVICE TOOL CONNECTED TO DDCFPS AND CONTROLLERS WITHOUT ANY HARDWARE OR SOFTWARE REVISIONS.
5. ADDRESS IDENTIFIERS FOR ALL POINTS AND VARIABLES SHALL BE COORDINATED WITH OWNER AND EXISTING CONTROLS AND
SHALL BE APPROVED BY THE FACILTY OWNER.
6. ABILITY TO REVIEW ALL MEASURED DATA, CONTROL SETPOINTS AND FUNCTIONS SHALL BE PROVIDED AT BAS WORKSTATION
AND ON LAPTOP SERVICE TOOL.
7. PROVIDE MENU DRIVEN CAPABILITY TO OVERRIDE AUTOMATED START/STOP OR OPERATING MODES FOR EACH PIECE OF
EQUIPMENT (INCLUDING PUMPS, AIR HANDLING UNITS, VV BOXES, ETC...) AT LOCAL CONTROL PANEL. IF A SEQUENCE IS
DISABLED BY MANUAL INPUT AND THE BAS ATTEMPTS AN AUTOMATED CHANGE IN OPERATING MODE, AN ALARM SHALL BE
INITIATED AT THE BAS STATING THAT THE SYSTEM WAS UNABLE TO CHANGE THE MODE DUE TO USER INPUT. WHERE
APPLICABLE A MANUAL INPUT COMMAND WILL THEN BE REQUIRED FROM THE USER INSTRUCTING THE BAS TO START THE
NEXT SEQUENTIAL PIECE OF EQUIPMENT.
8. THE DESIGN INTENT IS FOR THE BAS TO MONITOR PRESSURES, TEMPERATURES AND FLOWS AND TO CONTROL VALVES,
VARIABLE FREQUENCY DRIVES (VFDS), AHUS, PUMPS, ETC.... MONITORED DATA WILL BE USED TO ENERGIZE OR DE-ENERGIZE
EQUIPMENT IN ACCORDANCE WITH THE SEQUENCES OUTLINED. ALL COMMON INFORMATION (E.G. OUTSIDE AIR TEMPERATURE
AND HUMIDITY) SHALL BE MEASURED AND COMMUNICATED IN AT LEAST (3) LOCATIONS.
9. ALL EQUIPMENT CONTROLLED BY THE BAS SHALL BE CAPABLE OF MANUAL OPERATION THROUGH HAND-OFF-AUTOMATIC (HOA)
SWITCHES LOCATED IN THE MOTOR STARTERS OR VARIABLE FREQUENCY DRIVES. THE POSITIONING OF ALL VALVES
CONTROLLED BY THE BAS SHALL BE CAPABLE OF MANUAL POSITIONING (OPEN, CLOSED, MODULATED, AUTO) VIA LABELED
POTENTIOMETERS AND SWITCHES. SAFETY DEVICES SHALL FUNCTION AND SHUT DOWN THE ASSOCIATED EQUIPMENT WHEN
THE MANUAL SWITCHES ARE IN BOTH THE HAND AND AUTO POSITIONS.
10. COORDINATE ALL SENSOR INSTALLATION LOCATIONS AND SUBMIT PROPOSED POSITIONS ON APPLICABLE PIPING AND
DUCTWORK COORDINATION SUBMITTALS. COORDINATE AND ENSURE MANUFACTURER'S RECOMMENDED UPSTREAM AND
DOWNSTREAM PIPE OR DUCT DIAMETERS ARE PROVIDED. SPECIAL ATTENTION IS REQUIRED FOR FLOW ELEMENTS AND
TRANSMITTERS. IN THE FOLLOWING SEQUENCES, THE SYMBOL FE REFERS TO FLOW ELEMENTS OF THE PITOT TUBE TYPE. THE
SYMBOL FT, WHEN ATTACHED TO AN FE, REFERS TO A FLOW TRANSMITTER. THE SYMBOL FT ALONE, REFERS TO A
COMBINATION FLOW ELEMENT AND TRANSMITTER.
11. UNLESS OTHERWISE NOTED, THE SYMBOL TT, WHEN ATTACHED TO AN TE, REFERS TO A TEMPERATURE SENSOR CONNECTED
TO A SEPARATE TEMPERATURE TRANSMITTER. THE SYMBOL TT ALONE, REFERS TO A COMBINATION TEMPERATURE SENSOR
AND TRANSMITTER.
12. PROVIDE COMMUNICATIONS INTERFACE INCLUDING SOFTWARE BETWEEN THE BAS AND EACH EQUIPMENT MANUFACTURER
SUPPLIED CONTROL PANEL. BAS SHALL BE CAPABLE OF READING AND DISPLAYING ALL DATA USED BY THE EQUIPMENT
MANUFACTURER CONTROL PANEL. SOFTWARE INTERFACE SHALL BE THROUGH LONMARK OR BACNET COMPLIANT PROTOCOL
WHERE THE BAS IS REQUIRED TO CONTROL THE OPERATION OF THE EQUIPMENT. PROVIDE COMPLETE INPUT AND OUTPUT
INTERFACE.
13. FAIL SAFE POSITIONS INDICATED ARE POSITIONS THAT DEVICES WILL GO TO WHEN THE ASSOCIATED EQUIPMENT IS
DE-ENERGIZED.
14. PROVIDE ADEQUATE DAMPING OF ALL MODULATING CONTROL LOOPS TO PREVENT HUNTING. MAXIMUM RESPONSE TIME SHALL
BE 30 SECONDS. ALL CONTROL LOOPS SHALL BE TUNED TO PROVIDE FOR STABLE OPERATION OF THE CONTROL DEVICE. LOOP
TUNING MAY BE REQUIRED TO BE PERFORMED MULTIPLE TIMES DURING MULTIPLE CONTROL SCENARIOS.
15. WHENEVER A UNIT IS SHUT DOWN BECAUSE OF ONE OF IT'S SAFETIES, THE BAS SHALL RETAIN IN MEMORY THE READING AND
SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE SHUT DOWN. BAS SHALL
INCLUDE AN ON SCREEN MANUAL RESTART BUTTON FOR EACH SYSTEM AND PIECE OF EQUIPMENT TO ALLOW REMOTE
RESTART AT THE BAS WORKSTATION.
16. WHENEVER AN ALARM IS INITIATED, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED
DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE ALARM.
17. IF ANY DDCFP OR EQUIPMENT MANUFACTURER CONTROL PANEL LOSES COMMUNICATION WITH THE BAS NETWORK, AN ALARM
SHALL BE INITIATED AT THE BAS INDICATING THE LOCATION OF THE FAULT.
18. THE FOLLOWING DEFINITIONS APPLY TO THE SEQUENCES OF OPERATION:
a. BAS: PERSONAL COMPUTER BASED WORKSTATION
b. DDCFP: DIRECT DIGITAL CONTROL FIELD PANEL. DDCFPS ARE APPLICATION BASED LOCAL SYSTEM CONTROLLERS WITH
INPUTS FROM MONITORED DEVICES, OUTPUTS TO CONTROLLED DEVICES, CONTROLLING LOGIC SOFTWARE, AND
NETWORKING CAPABILITY FOR COMMUNICATION WITH THE BAS.
18. WHENEVER A PIECE OF EQUIPMENT IS TAKEN OFFLINE FOR MAINTENANCE, ALARMS RELATED TO THIS PIECE OF EQUIPMENT
SHALL BE TEMPORARILY DISABLED.
19. WHERE CURRENT TRANSMITTERS ARE USED TO DETERMINE FAN OR EQUIPMENT STATUS, A BELT OFF TEST SHALL BE
PERFORMED TO DETERMINE CURRENT LOW POINT TO VERIFY STATUS.
20. ALL WALL MOUNTED TEMPERATURE OR HUMIDITY TRANSMITTERS SHALL HAVE ALL PENETRATIONS SEALED.
21. ALL INSTALLED CONTROL DEVICES SHALL BE INSTALLED IN SUCH A WAY TO BE ACCESSIBLE FOR MAINTENANCE AND REPAIR.
22. OCCUPANCY SCHEDULES:
a. OCCUPANCY SCHEDULING SHALL BE CAPABLE OF SCHEDULING BY AREA, ZONE, GROUPS OF ZONES, INDIVIDUALLY
CONTROLLED EQUIPMENT AND GROUPS OF INDIVIDUALLY CONTROLLED EQUIPMENT.
b. EACH SCHEDULE SHALL PROVIDE BEGINNING AND ENDING DATES AND TIMES (HOURS:MINUTES).
c. A WEEKLY REPEATING SCHEDULE (E.G. BETWEEN 8:00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY) SHALL CONSTITUTE
ONE SCHEDULE, NOT FIVE.
d. DATED SCHEDULES MAY BE ENTERED IN ONE-YEAR ADVANCE.
e. DATED SCHEDULES SHALL BE SELF-DELETING WHEN EFFECTIVE DATES HAVE PASSED.
f. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, SCHEDULED OFF OR UNOCCUPIED, FALLS BELOW 55 F (ADJ.), THE
SCHEDULE SHALL BE OVERRIDDEN AUTOMATICALLY AND THE ZONE SHALL BE OVERRIDDEN TO PROVIDE MINIMUM 55 F
SPACE TEMPERATURE AND AN ALARM SHALL BE INITIATED THROUGH THE BAS.
g. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, AS DESCRIBED ABOVE REACHES 55 F (ADJ.) PLUS A DEADBAND (ADJ.),
THE SCHEDULE IS RESUMED.
h. LEAP YEARS SHALL BE ADJUSTED AUTOMATICALLY WITHOUT OPERATOR INTERVENTION.
SCHEDULES:
a. INDIVIDUAL LAB SCHEDULING TO BE DETERMINED BY OWNER
b. COORDINATE WITH OWNER TO INCORPORATE CORNELL HOLIDAYS AND BREAKS INTO SCHEDULES.
c. FOR ALL OTHER SPACES:
OCCUPIED 8:00 AM TO 6:00 PM MON. THRU FRI.
UNOCCUPIED ALL OTHER TIME PERIODS
23. REFER TO INDIVIDUAL SEQUENCES FOR ADDITIONAL VARIABLE SETPOINTS.
24. AS A MINIMUM, ONE DDCFP SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT AND ONE FOR EACH LAB EXHAUST FAN FOR
REDUNDANCY.
25. SAFETIES SHALL BE HARDWIRED UNLESS NOTED OTHERWISE.
26. ALL HVAC EQUIPMENT SHALL BE STARTED/ENABLED AND STOPPED/DISABLED THROUGH THE BAS. BAS SHALL HAVE
PROGRAMMING THAT ALLOWS USER TO OVERRIDE AUTOMATED START/STOP THROUGH MANUAL INPUT AT THE BAS OR
THROUGH LOCAL HOA SWITCHES.
27. ALL CONTROL SYSTEM SENSORS SHALL HAVE HIGH AND LOW LIMIT SOFTWARE ALARMS TO INDICATE FAULTS. ALL ALARMS
SHALL INITIATE AUDIBLE AND VISUAL ALARM AT THE BAS WORKSTATION AND AT THE WORKSTATION ALARM PRINTER. ALARM
SHALL INDICATE TIME, DATE, SPECIFIC CONTROL POINT AND NATURE OF THE ALARM.
28. AFTER INITIAL STARTUP BAS SHALL AUTOMATICALLY CONTROL OPERATING MODE FOR ALL EQUPMENT VIA PROGRAMMABLE
SCHEDULES INDICATED IN INDIVIDUAL ZONE OR EQUIPMENT SEQUENCES. BAS SHALL INCLUDE OPTION TO MANUALLY
OVERRIDE EACH AUTOMATED SEQUENCE VIA INPUT TO THE BAS. ALL SAFETIES AND ALARMS SHALL REMAIN ACTIVE WHEN
OPERATING IN MANUAL OVERRIDE MODES.
29. CONNECT TO LIGHTING SYSTEM FOR MONITORING AND INTERFACE.
30. HISTORIES, TRENDS AND REPORTS
a. THE BAS SHALL RETAIN IN MEMORY AT ALL TIMES 5 MINUTES OF TREND DATA (OR LAST 5 READINGS WHICHEVER IS
LONGER) FOR EACH CONTROL POINT OR VARIABLE. RESOLUTION OF THIS SHALL NOT EXCEED ONE READING PER 15
SECOND INTERVAL.
b. BAS SHALL RETAIN ONE YEAR (ROLLLING) OF DATA FOR ALL CONTROL POINTS IN TEN MINUTE INTERVALS.
c. USER SHALL BE ABLE TO SELECT TABULAR OR GRAPHICAL OUTPUT OF DATA. GRAPHIC DATA SHALL BE AVAILABLE IN USER
SELECTABLE COLOR OR BACK AND WHITE VERSIONS.
d. TABULAR DATA SHALL BE MADE AVAILABLE IN COMMA SEPARATED VALUES OR IN FORMAT COMPATABLE WITH MICROSOFT
EXCEL SOFTWARE.
USERS CHOICE(*)
DRIVER, ACTUATOR OR
UNCLASSIFIED FINAL
CONTROL ELEMENT
PROCESS OR
INITIATING VARIABLE
READOUT OR
PASSIVE FUNCTION
COIL:
CC - COOLING COIL
RHC- REHEAT COIL
PHC- PREHEAT COIL
ERC- ENERGY RECOVERY COIL
IT
01
IT
01
MS
VFD
NOTES ON VARIABLE FREQUENCY DRIVES
VFDHOA OUTPUT
TO MOTOR
ENABLE
SPEED
INDICATOR
INTERNAL
DIAGNOSTIC
VARIABLE FREQUENCY DRIVE
VIRTUAL POINTS:
VARIABLE FREQUENCY DRIVE MANUFACTURER COMMUNICATION CHIP/CARD MAY BE
USED IN LIEU OF ANY HARD WIRED POINTS INDICATED
VFD SYMBOL USED TO REPRESENT VARIABLE FREQUENCY DRIVE
REFER TO PLANS FOR SPACE TEMPERATURE, HUMIDITY, PRESSURE AND CARBON
DIOXIDE SENSORS/TRANSMITTERS INDICATED BY THE FOLLOWING SYMBOLS:
TEMPERATURE SENSOR/TRANSMITTER =
HUMIDITY SENSOR/TRANSMITTER =
PRESSURE SENSOR/TRANSMITTER =
EQUIPMENT ALARM CABLE LOCATION =
(1 CABLE WITH 8 CONDUCTORS)
CARBON DIOXIDE SENSOR =
AIRFLOW DIRECTION INDICATOR =
ALARM STROBE/HORN =
P
H
T
A
C
THE HAND-OFF-AUTOMATIC SWITCH ON THE VFD SHALL PROVIDE FOR THE FOLLOWING BASIS
OF CONTROL:
a. HAND POSITION : THE BAS SHALL HAVE NO CONTROL OVER THE MOTOR SPEED NOR
SHALL IT BE ABLE TO START OR STOP THE MOTOR (EXCEPT FOR SAFETY PURPOSES
WHERE THE MOTOR SHALL SHUT DOWN). THE MOTOR SHALL RUN UNDER SPEED
CONTROL FROM THE HAND POTENTIOMETER ON THE VFD. ALL SAFETIES CONTROLLING
THE SHUTDOWN SHALL BE OPERATIONAL (i.e. SMOKE DETECTORS, PRESSURE
SWITCHES, ETC). TEMPERATURE AND HUMIDITY CONTROL SHALL BE AVAILABLE
THROUGH THE BAS.
b. OFF POSITION : THE MOTOR SHALL BE OFF. THE BAS SHALL NOT CONTROL THE MOTOR.
ALL OTHER CONTROL POINTS SHALL BE IN THEIR FAIL-SAFE POSITION.
c. AUTOMATIC POSITION : THE MOTOR SHALL BE CONTROLLED BY THE BAS.
d. ALL ELECTRICAL DISCONNECTS ON EQUIPMENT SERVED BY VARIABLE SPEED DRIVES
SHALL HAVE A SWITCH IN THE ELECTRICAL DISCONNECT WHICH REPORTS
DISCONNECT POSITION. THIS SWITCH SHALL BE IN THE PERMISSIVE CIRCUIT OF THE
VARIABLE FREQUENCY DRIVE
SPEED
CONTROL
ADI
EC MOTOR STARTER AND CONTROL
OUTPUT
TO MOTOR
SPEED
CONTROL
MOTOR
STARTER
SYMBOL USED TO REPRESENT
EC MOTOR STARTER AND
CONTROL
HOA
HOA
C RH PH ER
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.10
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
C
C
R RR
C
VFD
R
C
VFD
VFD
LPS
HX-2
HX-3
LPC
P-5
P-6
DO
AI
AO
AO
AI
AIAIAI
DI
AI AI
DIDI
AI
DI
DI
(OPEN)
AI AI DI
DI
AI
DO
DI
AI
AIAO
AO
DO
AIAI
AI
AI AI
AI
AI
AI
AI
AI AIAI AI
DI
(CLOSED)
AI AI
ECM
DO
DI
(OPEN)
C
FCD
01
PDIT
01
FCV
01
FCV
02
FT
01
PT
01
TT
01
TT
04
PSL
01
MT
01
MT
04
PSH
02
TSL
01
PT
02
TSL
02
ZS
01
TT
02
TT
03 XT
01
FT
02
FCD
02
PSL
02
PDIT
03
PDIT
02
FCD
03
PT
04
PT
03
PT
05
TT
08
TT
07
FT
03
JI
03
JI
03
MT
03
TT
05
MT
03
TT
06
MT
03
TT
09
TT
10
FCD
04
ZS
03
EF-A.1 EF-A.2
SUPPLY FAN SPEED CONTROL
SUPPLY AIR FANS SHALL MODULATE IN PARALLEL VIA A VARIABLE FREQUENCY
DRIVE AS REQUIRED TO MAINTAIN THE DOWNSTREAM STATIC PRESSURE SETPOINT.
THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE RESET AS NEEDED TO
MAINTAIN THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN.
EXHAUST AIR FAN SPEED AND BYPASS DAMPER CONTROL
EXHAUST DISCHARGE AIR PRESSURE SETPOINT SHALL BE DETERMINED DURING
TESTING AND BALANCING TO DELIVER THE SCHEDULED AIRFLOW. ONCE SCHEDULED
AIRFLOW IS ACHIEVED, CORRESPONDING AIR PRESSURE SHALL BE SETPOINT.
EXHAUST FANS SHALL SWITCH LEAD/LAG DESIGNATION WEEKLY. LEAD EXHAUST FAN
SHALL MODULATE VIA A VARIABLE FREQUENCY DRIVE AS REQUIRED TO MAINTAIN
THE DISCHARGE AIR PRESSURE SETPOINT.
BYPASS AIR DAMPER SHALL MODULATE TO MAINTAIN SYSTEM STATIC PRESSURE
SETPOINT. THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE RESET AS
NEEDED TO MAINTAIN THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN.
SUPPLY AIR TEMPERATURE SETPOINT
DISCHARGE AIR TEMPERATURE RESET: THE AHU DISCHARGE AIR TEMPERATURE
SHALL BE ALLOWED TO RESET BASED ON THE FOLLOWING SCHEDULE:
OAT = 75 DEG F & ABOVE DAT = 55 DEG F
OAT = 55 DEG F & BELOW DAT = 65 DEG F
GLYCOL RUN AROUND HEAT RECOVERY AND TEMPERATURE CONTROL
EQUIPMENT CYCLING: WEEKLY, THE HEAT EXCHANGERS AND PUMPS SHALL
ALTERNATE LEAD/LAG OPERATION. LAG HEAT EXCHANGER SHALL HAVE HOT WATER
ISOLATION VALVE FULLY CLOSED AND LEAD HEAT EXCHANGER'S HOT WATER
ISOLATION VALVE SHALL BE FULLY OPEN. LAG PUMP SHALL REMAIN OFF.
WINTER MODE CONDITIONS: WINTER MODE SHALL BE INITIATED WHEN THE OUTSIDE
AIR TEMPERATURE IS BELOW THE SUPPLY AIR TEMPERATURE SETPOINT. THE LEAD
PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT SPEED.
WINTER MODE GLYCOL TEMPERATURE SETPOINT: HEAT EXCHANGER HOT WATER
LEAVING TEMPERATURE SHALL BE RESET TO MAINTAIN AHU DISCHARGE AIR
TEMPERATURE TT-04.
WINTER MODE STEAM BOOSTER HEAT CONTROL: LEAD HEAT EXCHANGER STEAM
CONTROL VALVE SHALL MODUALTE TO MAINTAIN HOT WATER LEAVING
TEMPERATURE SETPOINT.
WINTER MODE VALVE CONTROL:THE 3-WAY VALVE SHALL NORMALLY DIRECT ALL
GLYCOL FLOW THROUGH THE EXHAUST AIR COIL. IF LEAD HEAT EXCHANGER STEAM
CONTROL VALVE IS FULLY CLOSED AND SUPPLY AIR DISCHARGE TEMPERATURE
EXCEEDS SETPOINT, 3-WAY VALVE SHALL MODULATE TO MAINTAIN SUPPLY AIR
DISCHARGE AIR TEMPERATURE. CHILLED WATER VALVE SHALL BE FULLY CLOSED.
ANTI-FROST MODE: ANTI-FROST MODE SHALL BE INITIATED WHEN THE EXHAUST AIR
RECOVERY COIL LEAVING AIR TEMPERATURE FALLS BELOW 34 DEG F. THE 3-WAY
VALVE SHALL MODULATE TO MAINTAIN THE EXHAUST AIR RECOVERY COIL LEAVING
AIR TEMPERATURE ABOVE 34 DEG F.
INTERMEDIATE MODE: INTERMEDIATE MODE SHALL BE INITIATED WHEN THE OUTSIDE
AIR TEMPERATURE IS ABOVE THE SUPPLY AIR SETPOINT AND BELOW THE EXHAUST
AIR TEMPERATURE PLUS AN OFFSET TO ADJUST FOR THE COST OF RUNNING THE
PUMP VERSUS THE AMOUNT OF RECOVERED HEAT. THE OFFSET SHALL INITIALLY BE
SET TO 7°F AND SHALL BE RE-EVALUATED AFTER ACCUMULATED 1 YEARS WORTH OF
ENERGY DATA. BOTH PUMPS SHALL BE DISABLED. HEAT EXCHANGER STEAM
CONTROL VALVES SHALL BE FULLY CLOSED. CHILLED WATER CONTROL VALVE
SHALL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT.
SUMMER MODE: SUMMER MODE SHALL BE INITIATED WHEN THE OUTSIDE AIR
TEMPERATURE IS ABOVE THE EXHAUST AIR TEMPERATURE PLUS THE OFFSET
DESCRIBED ABOVE. THE PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT
SPEED. THE 3-WAY VALVE SHALL DIRECT ALL GLYCOL FLOW THROUGH THE EXHAUST
AIR COIL. HEAT EXCHANGER STEAM CONTROL VALVES SHALL BE FULLY CLOSED.
CHILLED WATER COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN DISCHARGE
AIR TEMPERATURE SETPOINT.
WHEN THE AHU DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE
SETPOINT, THE PRE-HEAT COIL CONTROL VALVE SHALL BE CLOSED, THE GLYCOL
COIL PUMP SHALL BE OFF, AND THE CHILLED WATER CONTROL VALVE SHALL
MODULATE AS REQUIRED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE
SETPOINT.
SYSTEM DESCRIPTION
100% OUTSIDE AIR HANDLING UNIT (AHU-A)
EXHAUST AIR FANS (EF-A.1 AND EF-A.2)
GLYCOL PRE-HEAT AND ENERGY RECOVERY COIL
CHILLED WATER COOLING COIL
GENERAL
SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION
AND CONTROL SYSTEM (BACS).
POWER FOR THE TEMPERATURE CONTROL PANEL SHALL BE FED FROM
STANDBY POWER.
CONTROLLED EQUIPMENT POWER SHALL BE FED FROM NORMAL POWER.
ALL SET POINTS SHALL BE ADJUSTABLE.
THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME
SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS.
ALL SAFETIES SHALL BE HARD WIRED INTO THE FAN MOTOR POWER CIRCUIT, AND
SHALL REQUIRE MANUAL RESET.
DURING HEATING MODE, THE HEATING CONTROL VALVES SHALL CONTINUE TO
CONTROL WHEN THE FAN IS OFF FOR CONTINUED FREEZE PROTECTION.
DESIGN INTENT: THE AHU GLYCOL HEAT EXCHANGER IS SIZED TO PROVIDE FULL
HEATING IF THE HEAT RECOVERY SYSTEM FAILS.
SETPOINTS
AHU DISCHARGE AIR TEMPERATURE (DAT): SEE RESET SCHEDULE
FREEZESTAT LOW LIMIT TEMPERATURE 38 DEG F
FILTER DIFFERENTIAL PRESSURE HIGH LIMIT: TWICE THE SCHEDULED INITIAL
PRESSURE DROP.
INITIAL SUPPLY DOWNSTREAM STATIC PRESSURE: 2.0" W.C.
INITIAL EXHAUST UPSTREAM STATIC PRESSURE: -2.0" W.C.
SUPPLY FAN DISCHARGE HIGH STATIC PRESSURE LIMIT: 6" W.C.
EXHAUST FAN INTAKE LOW STATIC PRESSURE LIMIT: -6" W.C.
SUPPLY FAN SUCTION LOW STATIC PRESSURE LIMIT: -4" W.C.
SUPPLY FAN MINIMUM SPEED: 30%
EXHAUST FAN MINIMUM SPEED: 30%
SYSTEM OCCUPANCY SCHEDULE: 24/7/365
START/STOP
AIR HANDLING UNIT SUPPLY FAN SHALL BE INTERLOCKED WITH THE ASSOCIATED
HEAT RECOVERY EXHAUST FAN. AND SHALL OPERATE CONTINUOUSLY.
SHUTOFF DAMPER CONTROL
WHEN THE SYSTEM FANS ARE OFF, THE OUTSIDE AIR, DISCHARGE, AND ASSOCIATED
EXHAUST DAMPERS SHALL BE CLOSED.
WHEN THE SYSTEM FANS ARE INDEXED TO START, THE OUTSIDE AIR AND
ASSOCIATED EXHAUST DAMPERS SHALL PROVE OPEN VIA AN END SWITCH PRIOR TO
STARTING THE SYSTEM FANS.
SAFETIES
FREEZE PROTECTION: UPON ACTIVATION OF THE LOW LIMIT TEMPERATURE SWITCH, THE
SUPPLY AIR FAN SHALL SHUT DOWN, THE OUTSIDE AIR AND SMOKE ISOLATION DAMPER SHALL
CLOSE, THE CHILLED WATER CONTROL VALVE SHALL OPEN, THE PRE-HEAT LEAD PUMP SHALL
RUN CONSTANT VOLUME, AND THE LEAD HEAT EXCHANGER SHALL MAINTAIN THE HOT WATER
LEAVING TEMPERATURE AT 100°F.
HIGH SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN AND THE OUTSIDE AIR
DAMPERS SHALL CLOSE UPON ACTIVATION OF THE HIGH FAN DISCHARGE STATIC PRESSURE
SWITCH.
LOW SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN AND THE OUTSIDE AIR
DAMPER SHALL CLOSE UPON ACTIVATION OF THE LOW FAN SUCTION STATIC PRESSURE
SWITCH.
LOW EXHAUST FAN STATIC: THE EXHAUST AIR FAN SHALL SHUT DOWN UPON ACTIVATION OF
THE LOW FAN SUCTION STATIC PRESSURE SWITCH.
SMOKE DETECTION: THE FAN SHALL SHUT DOWN AND THE OUTSIDE AIR/RELIEF/SMOKE
ISOLATION AIR DAMPER SHALL CLOSE UPON ACTIVATION OF A DUCT SMOKE DETECTOR.
ENERGY RECOVERY MONITORING
BAS SHALL CALCULATE AND RECORD TOTAL SITE ENERGY SAVED FROM ENERGY RECOVERY
SYSTEM. TOTAL ENERGY SAVED SHALL BE CALCULATED USING THE FOLLOWING FORMULA
BASED ON THE SENSIBLE-ONLY RECOVERY DONE BY THE GLYCOL RUNAROUND COIL:
Q = TOTAL ENERGY TRANSFER AT COIL - PUMPING - STEAM BOOST HEAT
Q = (1.08*SA_CFM*(HRC_LAT - HRC_EAT)) - 3.41*P_KW - 950*STM_LBS
Q = TOTAL SITE ENERGY SAVED (BTU/HR)
SA_CFM = SUPPLY AIR TOTAL AIRFLOW (CFM) *SUM OF AIRFLOW MEASURED AT FANS
HRC_LAT = HEAT RECOVERY COIL LEAVING AIR TEMPERATURE (°F)
HRC_EAT = HEAT RECOVERY COIL ENTERING AIR TEMPERATURE (°F)
P_KW = PUMPING ENERGY CONSUMPTION (KW) *SUM OF ENERGY CONSUMED BY PUMPS
STM_LBS = STEAM FLOW RATE (LBS/HR) *SUM OF CONDENSATE FLOW METERS
AHU-A, EF-A.1/A.2, AND GLYCOL RUNAROUND CONTROLS
OUTSIDE AIR
PREFILTER
PDAH
FINAL FILTER
CHWS
CHWR
SUPPLY AIR
FREEZESTAT
FIRE
ALARM
SYSTEM
BAS INPUT
FIRE ALARM
INPUT
TYPICAL FOR EACH
EXHAUST FAN
FILTER
PDAH
BYPASS AIR
TYPICAL FOR EACH
HEAT EXCHANGER
EXHAUST AIR
GLYCOL PREHEAT/ENERGY
RECOVERY COIL
SMOKE
ISOLATION
DAMPER
ZS
02
BDD
H
ER
TCV
01
LEAD HX
LAG HX
FCV
02
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.20
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
AHU-A, EF-A.1/A.2, AND GLYCOL RUNAROUND CONTROL POINTS
POINT NAME
HARDWARE POINTS SOFTWARE POINTS
SHOW ON
GRAPHIC NOTES
BI BO AI AO AV BV SCH TREND
ALARM
BACS EMCS
STEAM LOAD SHED X(6)BINARY NETWORK INPUTS FROM EMCS
CHILLER WATER LOAD SHED X(4)X BINARY NETWORK INPUTS FROM EMCS
OUTSIDE AIR DAMPER POSITION COMMAND X X
OURSIDE AIR DAMPER STATUS X X X
OUTSIDE AIR TEMPERATURE X X X
OUTSIDE AIR RELATIVE HUMIDITY X X X
OUTSIDE AIR DEWPOINT X X
OUTSIDE AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER
HRC SUPPLY COIL ENTERING WATER TEMPERATURE X X X
HRC SUPPLY COIL LEAVING WATER TEMPERATURE X X X
HRC EXHAUST COIL ENTERING WATER TEMPERATURE X X X
HRC EXHAUST COIL LEAVING WATER TEMPERATURE X X X
HRC LOOP PUMP MOTOR START/STOP (EACH PUMP)X X X INTERLOCK WITH FA SYSTEM, IF REQUIRED
HRC LOOP PUMP MOTOR SPEED CONTROL (EACH PUMP)X X X
HRC LOOP PUMP MOTOR STATUS (EACH PUMP)X X X MOTOR FAILURE X VIA CURRENT SENSOR
HRC BYPASS CONTROL VALVE POSITION COMMAND X X X
HRC DISCHARGE AIR TEMPERATURE X X X X X
HRC DISCHARGE AIR HUMIDITY X X X X X
SUPPLY AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER
PRE-HEAT COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X NORMALLY OPEN
PRE-HEAT COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING SENSOR
PRE-HEAT COIL PUMP START/STOP X X
PRE-HEAT COIL PUMP STATUS X X X MOTOR FAILURE X VIA CURRENT SENSOR
LOW LIMIT AIR TEMPERATURE STATUS X X X LOW LIMIT X
LOW LIMIT WATER TEMPERATURE STATUS X X X LOW LIMIT X
COOLING COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X NORMALLY CLOSED
COOLING COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING SENSOR
SUPPLY FAN AIR FLOW (EACH FAN)X X X INSTALL IN INLET CONE WHERE FEASIBLE
SUPPLY FAN FAN MOTOR START/STOP (EACH FAN)X X X X INTERLOCK WITH FA SYSTEM
SUPPLY FAN FAN SPEED COMMAND (EACH FAN)X X X
SUPPLY FAN DOWNSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X 10% DEVIATION FROM SETPOINT X
SUPPLY FAN DOWNSTREAM STATIC PRESSURE SETPOINT X X X
SUPPLY FAN DUCT SMOKE DETECTOR STATUS X X
SUPPLY FAN STATUS (EACH FAN)X X X FAILURE X VIA CONTACT ON DRIVE
SUPPLY FAN POWER (kW) (EACH FAN)X X X BACnet MSTP NETWORK POINT
SUPPLY FAN SPEED (RPM) (EACH FAN)X X X BACnet MSTP NETWORK POINT
SUPPLY FAN DISCHARGE PRESSURE SWITCH STATUS X X X HIGH LIMIT X
SUPPLY FAN SUCTION PRESSURE SWITCH STATUS X X X LOW LIMIT X
AHU DISCHARGE AIR TEMPERATURE X X X X +/- 4° F FROM SETPOINT X SINGLE POINT SENSOR
AHU DISCHARGE AIR TEMPERATURE SETPOINT X X X
AHU DISCHARGE AIR HUMIDITY X X X X X
EXHAUST AIR BYPASS DAMPER POSITION COMMAND X X
EXHAUST AIR ISOLATION DAMPER POSITION COMMAND (EACH FAN) X X
EXHAUST AIR ISOLATION DAMPER STATUS (EACH FAN) X X X
EXHAUST FAN AIR FLOW (EACH FAN)X X X INSTALL IN INLET CONE WHERE FEASIBLE
EXHAUST FAN MOTOR START/STOP (EACH FAN)X X X X INTERLOCK WITH FA SYSTEM
EXHAUST FAN SPEED COMMAND (EACH FAN)X X X
EXHAUST FAN UPSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X 10% DEVIATION FROM SETPOINT X
EXHAUST FAN UPSTREAM STATIC PRESSURE SETPOINT X X X
EXHUAST FAN STATUS (EACH FAN)X X X FAILURE X VIA CONTACT ON DRIVE
EXHAUST FAN POWER (kW) (EACH FAN)X X X BACnet MSTP NETWORK POINT
EXHUAST FAN SPEED (RPM) (EACH FAN)X X X BACnet MSTP NETWORK POINT
EXHAUST FAN SUCTION PRESSURE SWITCH STATUS (EACH FAN) X X X LOW LIMIT X
HRC EXHAUST AIR ENTERING HUMIDITY X X X
HRC EXHAUST AIR LEAVING HUMIDITY X X X
HRC EXHAUST AIR ENTERING TEMPERATURE X X X
HRC EXHAUST AIR LEAVING TEMPERATURE X X X
HRC EXHAUST AIR LEAVING TEMPERATURE SETPOINT X X X FOR FROST CONTROL
HRC EXHAUST AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER
HEAT EXCHANGER STEAM CONTROL VALVE POSITION COMMAND (EACH HX) X X X X X FAIL CLOSED
HEAT EXCHANGER GLYCOL ISOLATION VALVE POSITION COMMAND (EACH HX) X X X X X FAIL CLOSED
HRC HEAT RECOVERY EFFECTIVENESS X X X CALCULATE BASED ON TEMPERATURE
HRC RECOVERED ENERGY (BTUH)X X X CALCULATE BASED ON TEMPERATURE
HRC TOTALIZED RECOVERED ENERGY (BTU/YR)X X X CALCULATE BASED ON TEMPERATURE
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.30
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
FM
C
C
CCECM
C
C
C
ECM
T
DI
AO
DI
AI
AO
AI
AO
AO
DO
AO
AI
AI
AO
AI
AI
AI
C
CC
ZS
01
FCV
01
MI
01
FT
01
FCD
01
TT
01
FCV
01
FCV
01
MI
01
FCV
01
ZI
01
FT
01
FCD
01
ZI
01
TT
01
TT
01
HEAT EXCHANGERS
HEAT RECOVERY
LPC FROM
STEAM CONDENSATE ENERGY METER
ENERGY METERS AND ENERGY REPORTING
GENERAL
1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES
AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND
SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
SYSTEM OPERATION
1. ENERGY METER SHALL BE DIRECTLY CONNECTED TO, AND THE DATA SHALL BE
DIRECTLY INSTALLED IN THE BUILDING AUTOMATION SYSTEM.
2. STEAM CONDENSATE (BTU), AND ELECTRIC (KW) SHALL BE MONITORED.
FIRE SMOKE DAMPER CONTROLS.
GENERAL
1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES
AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND
SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
SYSTEM OPERATION
1. REFER TO FIRE ALARM PLANS FOR DAMPER CONTROL.
SMOKE DETECTION
AND FIRE-SMOKE
DAMPER ACTIVATION
BY DIVISION 28
SMOKE
DETECTION
MONITORING OF
FIRE/SMOIKE DAMPER
POSITION / END SWITCH
BY DIVISION 23
GENERAL
1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES.
2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS.
TEMPERATURE CONTROL
1. UNLESS STATED OTHERWISE BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER VALVE
AND FAN SPEED TO MAINTAIN SPACE TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST 5 DEG F ABOVE
SETPOINT, ALARM SHALL BE SENT TO BAS.
SAFETIES
1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN FCU AND INITIATE A
SPECIFIC ALARM NOTICE AT THE BAS:
a. MOISTURE SENSOR MI-01 INDICATES WATER IN SECONDARY DRAIN PAN.
GENERAL
1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER
ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
2. LAB SUPPLY TERMINAL BOXES (SV) WILL HAVE SEPARATE HEATING COILS. OFFICE SUPPLY TERMINAL BOXES (VV) WILL HAVE
INTEGRAL HEATING COILS. ARRANGEMENT OF POINTS AND CONTROL WILL BE THE SAME FOR BOTH OF THESE DEVICES.
3. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS.
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON:
a. AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES.
b. AIRFLOW RATE DROPS 10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES.
c. INTERNAL CONTROLLER INDICATES ALARM.
AIRFLOW CONTROL
1. SUPPLY AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT DEVICE AND ADJUSTED BY MODULATING THE AIRFLOW
CONTROL DEVICE TO MAINTAIN SUPPLY AIRFLOW SETPOINT.
2. AIRFLOW FEEDBACK WILL BE PROVIDED FROM VALVES TO BMS.
GENERAL
1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER
ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS.
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON:
a. AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES.
b. AIRFLOW RATE DROPS 10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES.
c. INTERNAL CONTROLLER INDICATES ALARM.
AIRFLOW CONTROL
1. EXHAUST AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT DEVICE AND ADJUSTED BY MODULATING THE
AIRFLOW CONTROL DEVICE TO MAINTAIN EXHAUST AIRFLOW SETPOINT.
2. AIRFLOW FEEDBACK WILL BE PROVIDED FROM VALVES TO BMS.
GENERAL
1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES.
2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS.
SAFETIES
1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN CHILLED BEAM
CONTROL VALVE FCV-01 AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS:
a. MOISTURE SENSOR MI-01 INDICATES CONDENSATION ON CHILLED WATER PIPE.
TO EXISTING
CONDENSATE PUMP
GENERAL
1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES.
2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS.
TEMPERATURE CONTROL
1. UNLESS STATED OTHERWISE BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER VALVE
AND FAN SPEED TO MAINTAIN SPACE TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST 5 DEG F ABOVE
SETPOINT, ALARM SHALL BE SENT TO BAS.
2.
FIRE/SMOKE ISOLATION
DAMPER
BY DIVISION 23
AIR OUTLETAIR INLET
FAN COIL UNIT
CHWR
CHWS
SECONDARY
DRAIN PAN WITH
LEAK DETECTOR
HEATING
COIL
SUPPLY AIR
VALVE
AIR OUTLETAIR INLET
HWS
HWR
INDUCED
ROOM AIR
PRIMARY AIR
FROM AHU
DISCHARGE
AIR
CHWS
CHWR
TO ADDITIONAL
CHILLED BEAMS
IN ZONE
AIR OUTLETAIR INLET
FAN COIL UNIT
CHWR
CHWS
EXHAUST AIR
VALVE
AIR OUTLETAIR INLET
ANALOG-ELECTRIC
CONTROLER
ANALOG-ELECTRIC
CONTROLER
2 PIPE FAN COIL UNIT IN BASEMENT MECH RM CONTROLS TYPICAL SUPPLY AIR VALVE CONTROL DETAIL
TYPICAL EXHAUST AIR TERMINAL BOX (VVE AND EV) CONTROL DETAIL
ACTIVE CHILLED BEAM CONTROLS
SENSIBLE ONLY 2 PIPE FAN COIL UNIT CONTROLS
RH
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.40
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
HIGH HOOD DENSITY LAB CONTROLS
POINT NAME
HARDWARE POINTS SOFTWARE POINTS
SHOW ON
GRAPHIC NOTES
BI BO AI AO AV BV SCH TREND
ALARM
BACS EMCS
STEAM LOAD SHED X(6)BINARY NETWORK INPUTS FROM EMCS
CHILLED WATER LOAD SHED X(4)BINARY NETWORK INPUTS FROM EMCS
TOTAL EXHAUST AIRFLOW (CFM)X X X
TOTAL EXHAUST AIR SETPOINT (CFM)X X X
LABORATORY AIR CHANGE RATE (ACPH)X X X
FLOW OFFSET SETPOINT (CFM)X X
FLOW OFFSET ACTUAL (CFM)X X
FUME HOOD EXHAUST VALVE FLOW FEEDBACK (CFM)X X X TYP FOR EACH FUME HOOD
FUME HOOD EXHAUST AIR VALVE STATUS X X
X
VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL
PRESSURE (VIA SWITCH)X TRI-STATE ALARM, TYP FOR EACH FUME HOOD
FUME HOOD SASH POSITION X X X SASH OPENS (18") FOR 24 CONTINUOUS HOURS OR MORE X TYP FOR EACH FUME HOOD
FUME HOOD EXHAUST AIR VALVE OCC/UNOCCC COMMAND X X TRI-STATE OUTPUT POINT, TYP FOR EACH FUME
HOOD
SUPPLY AIR VALVE FLOW FEEDBACK (CFM)X X X
SUPPLY AIR VALVE STATUS X
X
X
X
10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠
FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA
SWITCH)
X TRI-STATE ALARM
SUPPLY AIR VALVE POSITION COMMAND (CFM)X X X
SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM)X X
SUPPLY AIR VALVE MAXIMUM AIRFLOW SETPOINT(CFM)X X
RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR
RE-HEAT COIL VALVE POSITION COMMAND (%)X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL LAST
SPACE TEMPERATURE SETPOINT, HEATING X X X
SPACE TEMPERATURE SETPOINT, COOLING X X X
SPACE TEMPERATURE X X X +/- 4° F FROM SETPOINT X
SPACE SETPOINT ADJUSTMENT X X
SPACE OCCUPANCY X X X X
SPACE OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X
RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND (CFM)X X X FAIL LAST
GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X
GENERAL EXHAUST AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM)X X
GENERAL EXHAUST AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM)X X
GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM)X X X
GENERAL EXHAUST AIR VALVE STATUS X
X
X
X
10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠
FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA
SWITCH)
X TRI-STATE ALARM
AI
FUME HOOD
DI
DI
AO
AI
AI AI
TT
01
YA
01
YI
01
FCV
01
ZS
01
MT
01
CO2
01
SYSTEM DESCRIPTION
FUME HOOD WITH EXHAUST AIR VALVE(S)
GENERAL EXHAUST AIR VALVE(S)
SUPPLY AIR VALVE(S)
DUCT MOUNTED RE-HEAT COIL(S)
RADIANT CEILING PANELS
GENERAL
REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED
POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL
CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL
NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES.
SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION
AND CONTROL SYSTEM (BACS).
ALL SET POINTS SHALL BE ADJUSTABLE.
THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME
SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS.
LABORATORY AIR CHANGE RATES ARE BASED ON TOTAL EXHAUST AIR FLOW FROM
THE SPACE.
THE SPACE SHALL BE CONTROLLED TO AN AIR CHANGE RATE. THE BACS SHALL
CALCULATE THE REQUIRED CFM USING THE ROOM GROSS VOLUME (AREA x CEILING
HEIGHT).
DESIGN INTENT: THIS SEQUENCE IS FOR LABORATORIES IN WHICH THE DRIVING
FACTOR IS THE EXHAUST AIR FLOW IN SUPPORT OF THE FUME HOODS.
SETPOINTS
SPACE COOLING TEMPERATURE SETPOINTS:
OCCUPIED: 75 DEG F +/- 1.5 DEG F
OCCUPIED SETBACK: 75 DEG F + 3 DEG F
UNOCCUPIED: 75 DEG F + 6 DEG F
SPACE HEATING TEMPERATURE SEPOINTS:
OCCUPIED: 70 DEG F +/- 1.5 DEG F
OCCUPIED SETBACK: 70 DEG F - 3 DEG F
UNOCCUPIED: 70 DEG F - 6 DEG F
TOTAL EXHAUST AIR CHANGE RATE (ACPH):
REFER TO AIRFLOW SCHEDULE
ACPH = TOTAL EXHAUST CFM x 60/ROOM VOLUME
TOTAL EXHAUST AIRFLOW RATE (CFM):
REFER TO AIRFLOW SCHEDULE
SUPPLY AIRFLOW RATE (CFM):
REFER TO AIRFLOW SCHEDULE
TYPICALLY = TOTAL EXHAUST AIRFLOW RATE + OFFSET
FUME HOOD FACE VELOCITY:
NOT CONTROLLED BY BACS. FACE VELOCITY SETPOINTS ARE PROGRAMMED INTO
FUME HOOD MONITOR. TYPICALLY 100 FPM OCC / 65 FPM UNOCC.
MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES
ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM MON-FRI
FACE VELOCITY CONTROL
EACH FUME HOOD SHALL BE EQUIPPED WITH A FUME HOOD MONITOR AND SASH
POSITION INDICATOR.
THE MONITOR SHALL ADJUST THE FUME HOOD EXHAUST VALVE TO MAINTAIN THE
FACE VELOCITY SETPOINT.
THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING CAPABILITIES:
- SASH POSITION INPUT.
- STANDBY MODE INPUT TO ALLOW ADJUSTMENT OF FACE VELOCITY.
- HOOD DECOMMISSION MODE.
LABORATORY AIRFLOW CONTROL
AIR VALVE POSITIONS SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM
OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS (MINIMUM 2 PER
LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE LABORATORY IS
VACANT, THE ROOM SHALL BE PLACED IN VACANT MODE BY THE BACS.
WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO THE
FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITORS SHALL INDEX THE FUME
HOOD EXHAUST VALVES BETWEEN THE MINIMUM AND MAXIMUM POSITIONS AS NEEDED TO
MAINTAIN THE 100 FPM FACE VELOCITY SETPOINT BASED ON THE SASH POSITION. THE
SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW
DIFFERENTIAL.
WHEN THE ROOM IS UNOCCUPIED, AND THE SASHES ARE AT OR BELOW 18-INCHES, THE
BACS SHALL SEND AN UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVES.
THE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD EXHAUST AIR VALVES AS
NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT BASED ON THE
SASH-POSITION. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE
SPECIFIED AIRFLOW DIFFERENTIAL.
WHEN THE ROOM IS UNOCCUPIED AND ANY OF THE FUME HOOD SASHES ARE ABOVE
18-INCHES, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THOSE
PARTICULAR FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITOR SHALL INDEX
THE FUME HOOD EXHAUST AIR VALVES WHOSE SASHES ARE ABOVE 18-INCHES TO
MAINTAIN THE OCCUPIED SASH OPEN AIRFLOW SETPOINT. THE BACS WILL SEND THE
UNOCCUPIED COMMAND TO THOSE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD
EXHAUST AIR VALVES WHOSE SASHES ARE AT 18-INCHES AND BELOW TO MAINTAIN THE 65
FPM FACE VELOCITY SETPOINT. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED
TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL.
VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO EACH FUME HOOD
EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD
EXHAUST AIR VALVE TO CLOSE. ONE OF THE FUME HOOD EXHAUST AIR VALVES SHALL BE
SET UP TO OPERATE AS A GENERAL EXHAUST VALVE DURING VACANCY MODE, AND SHALL
INDEX TO MAINTAIN THE VACANT AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL
MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL.
ZONE TEMPERATURE CONTROL
TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF
PROGRAMMED SCHEDULE AND SPACE OCCUPANCY SENSORS.
IF OUTSIDE AIR TEMPERATURE IS BELOW 50°F AND SV REHEAT COIL CONTROL VALVE IS
NOT FULLY CLOSED, HOT WATER CONTROL VALVE FCV-01 SHALL FULLY OPEN.
OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED
PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING
TEMPERATURE SETPOINT, THE REHEAT AND CEILING RADIANT PANEL CONTROL VALVE(S)
SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN
THE SPACE TEMPERATURE IS AT SETPOINT, THE REHEAT COIL CONTROL VALVE(S) SHALL
BE CLOSED.
OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED
PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING
TEMPERATURE SETPOINT, THE REHEAT CONTROL VALVE(S) SHALL CLOSE. IF
TEMPERATURE IS ABOVE SETPOINT AND REHEAT CONTROL VALVE(S) ARE FULLY CLOSED,
GENERAL EXHAUST AIRFLOW SETPOINT SHALL MODULATE TO MAINTAIN SPACE
TEMPERATURE SETPOINT.
OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED
OCCUPANCY PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL
APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE
SETPOINTS.
UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED
UNOCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL
APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE
SETPOINTS.
UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED
UNOCCUPIED PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED
COOLING TEMPERATURE SETPOINT, THE REHEAT COIL CONTROL VALVE(S) SHALL CLOSE.
IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, THE
SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE
SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED UNOCCUPIED PERIOD,
THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE.
HIGH HOOD DENSITY TRACKING LABORATORY ZONE CONTROL
SEQUENCE OF OPERATION
GENERAL EXHAUST
LOCAL FUME HOOD
ALARM WITH
REMOTE ALARM
CONTACTS
FUME HOOD EXHAUST
TYPICAL FOR EACH FUME HOOD
(WHERE APPLICABLE)
SPACE
OCCUPANCY
SENSOR
RADIANT CEILING PANELS
HWS
HWR
ONLY APPLICABLE FOR SPACES
WITH RADIANT HEATING PANELS
OCCUPANCY SENSORS PROVIDED
BY DIVISION 26. PROVIDE BMS
INTERFACE MODULE AND
COORDINATE WITH LIGHTING
CONTROL MANUFACTURER.
SV
FUME HOOD SASH
POSITION SENSOR
COMBINATION SPACE
TEMPERATURE/HUMIDITY/CO2
TRANSMITTER
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.50
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
C
C
LOW HOOD DENSITY LAB CONTROLS
POINT NAME
HARDWARE POINTS SOFTWARE POINTS
SHOW ON
GRAPHIC NOTES
BI BO AI AO AV BV SCH TREND
ALARM
BACS EMCS
STEAM LOAD SHED X(6)BINARY NETWORK INPUTS FROM EMCS
CHILLED WATER LOAD SHED X(4)BINARY NETWORK INPUTS FROM EMCS
TOTAL EXHAUST AIRFLOW (CFM)X X X
TOTAL EXHAUST AIR SETPOINT (CFM)X X X
LABORATORY AIR CHANGE RATE (ACPH)X X X
FLOW OFFSET SETPOINT (CFM)X X
FLOW OFFSET ACTUAL (CFM)X X
FUME HOOD EXHAUST VALVE FLOW FEEDBACK (CFM)X X X
FUME HOOD EXHAUST AIR VALVE STATUS X X
X
VALVE COMMAND ≠ FEEDBACK (JAM)
LOW DIFFERENTIAL PRESSURE (VIA SWITCH)X TRI-STATE ALARM
FUME HOOD SASH POSITION X X X SASH OPEN (18") FOR 24 CONTINUOUS HOURS OR MORE X
FUME HOOD EXHAUST AIR VALVE OCC/UNOCC COMMAND X X TRI-STATE OUTPUT POINT
SUPPLY AIR VALVE FLOW FEEDBACK (CFM)X X X
SUPPLY AIR VALVE STATUS X
X
X
X
10% FLOW DEVIATION FROM SETPOINT
VALVE COMMAND ≠ FEEDBACK (JAM)
LOW DIFFERENTIAL PRESSURE (VIA SWITCH)
X TRI-STATE ALARM
SUPPLY AIR VALVE POSITION COMMAND (CFM)X X X
SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM)X X
SUPPLY AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM)X X
RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR
RE-HEAT COIL VALVE POSITION COMMAND (%)X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL LAST
SPACE TEMPERATURE SETPOINT, HEATING X X X
SPACE TEMPERATURE SETPOINT, COOLING X X X
SPACE TEMPERATURE X X X +/- 4 ° FROM SETPOINT X
SPACE SETPOINT ADJUSTMENT X X
SPACE OCCUPANCY X X X X
SPACE OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X
GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X
GENERAL EXHAUST AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM)X X
GENERAL EXHAUST AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM)X X
GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM)X X X
GENERAL EXHAUST AIR VALVE STATUS X
X
X
X
10% FLOW DEVIATION FROM SETPOINT
VALVE COMMAND ≠ FEEDBACK (JAM)
LOW DIFFERENTIAL PRESSURE (VIA SWITCH)
X TRI-STATE ALARM
RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND (%)X X X FAIL LAST
COOLING COIL CONTROL VALVE POSITION COMMAND (%)X X X NORMALLY CLOSED
FAN COIL UNIT FAN MOTOR START/STOP X X X
FUME HOOD
DI
AO
AI
AI DIAI AI
C
YA
01
FCV
01
ZS
01
TT
01
YI
01
MT
01
CO2
01
SYSTEM DESCRIPTION
FUME HOOD WITH EXHAUST AIR VALVE
GENERAL EXHAUST AIR VALVE
SUPPLY AIR VALVE
DUCT MOUNTED RE-HEAT COIL
SUPPLEMENTAL COOLING FAN COIL UNIT
RADIANT CEILING PANEL HEATER
GENERAL
REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED
POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL
CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL
NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES.
SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND
CONTROL SYSTEM (BACS).
ALL SETPOINTS SHALL BE ADJUSTABLE
THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING
DURING A LOSS OF POWER FOR AT LEAST TEN HOURS.
SETPOINTS
SPACE COOLING TEMPERATURE SETPOINTS:
OCCUPIED: 75 °F +/- 1.5 °F
OCCUPIED SETBACK: 75 °F + 3 °F
UNOCCUPIED: 75 °F + 6 °F
SPACE HEATING TEMPERATURE SETPOINTS:
OCCUPIED: 75 °F +/- 1.5 °F
OCCUPIED SETBACK: 75 °F - 3 °F
UNOCCUPIED: 75 °F - 6 °F
TOTAL EXHAUST AIR CHANGE RATE (ACPH):
TYPICALLY = 8 ACPH OCC / 4 ACPH UNOCC
ACPH = TOTAL EXHAUST CFM x 60 / ROOM VOLUME
TOTAL EXHAUST AIRFLOW RATE: (CFM):
REFER TO AIRFLOW SCHEDULE
SUPPLY AIRFLOW RATE (CFM):
REFER TO AIRFLOW SCHEDULE
TYPICALLY = TOTAL EXHAUST RATE + OFFSET
FUME HOOD EXHAUST AIRFLOW RATE:
NOT CONTROLLED BY BACS. VALVE IS CONTROLLED BY FUME HOOD MONITOR TO
MAINTAIN FACE VELOCITY SETPOINT.
GENERAL EXHAUST AIRFLOW RATE (CFM):
REFER TO AIRFLOW SCHEDULE
TOTAL EXHAUST CFM - FUME HOOD EXHAUST CFM
SPACE AIR DIFFERENTIAL OFFSET (CFM):
REFER TO AIRFLOW SCHEDULE
TYPICALLY = - 100 CFM FOR NEGATIVE PRESSURE LABS
TYPICALLY = + 100 CFM FOR POSITIVE PRESSURE LABS
FUME HOOD FACE VELOCITY:
NOT CONTROLLED BY BACS. FACE VELOCITY SETPOINTS ARE PROGRAMMED INTO
FUME HOOF MONITOR. TYPICALLY 100 FPM OCC / 65 FPM UNOCC
MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES
ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI
FACE VELOCITY CONTROL
THE FUME HOOD SHALL BE EQUIPPED WITH A FUME HOOD MONITOR AND SASH
POSITION INDICATOR.
THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING CAPABILITIES:
- SASH POSITION INPUT
- STANDBY MODE INPUT TO ALLOW ADJUSTMENT OF FACE VELOCITY.
- HOOD DECOMMISSION MODE.
LABORATORY AIRFLOW CONTROL
AIR VALVE POSITIONS SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM
OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS (MINIMUM 2
PER LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE
LABORATORY IS VACANT, THE ROOM SHALL BE PLACED IN VACANT MODE BY THE
BACS.
WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO
THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE
FUME HOOD EXHAUST AIR VALVE AS NEEDED TO MAINTAIN THE 100 FPM FACE
VELOCITY SETPOINT BASED ON THE SASH POSITION. THE GENERAL EXHAUST AIR
VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE OCCUPIED AIR CHANGE
RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE
SPECIFIED AIRFLOW DIFFERENTIAL.
WHEN THE ROOM IS UNOCCUPIED, AND THE SASH IS AT OR BELOW 18-INCHES, THE
BACS SHALL SEND AN UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR
VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR
VALVE AS NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT BASED ON
THE SASH POSITION. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS
NEEDED TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE. THE SUPPLY AIR VALVE
SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL
WHEN THE ROOM IS UNOCCUPIED AND THE SASH IS ABOVE 18-INCHES BASED ON
SASH POSITION, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO
THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE
FUME HOOD EXHAUST AIR VALVE TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE.
THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED
AIRFLOW DIFFERENTIAL.
VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO THE FUME
HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME
HOOD EXHAUST AIR VALVE TO CLOSE. THE GENERAL EXHAUST AIR VALVE SHALL
MODULATE AS NEEDED TO MAINTAIN THE VACANT AIR CHANGE RATE. THE SUPPLY
AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED AIRFLOW
DIFFERENTIAL.
ZONE TEMPERATURE CONTROL
TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF
PROGRAMED SCHEDULE AND SPACE OCCUPANCY SENSORS.
OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED
PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING
TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL CONTROL VALVES
SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT.
WHEN THE SPACE TEMPERATURE IS AT SETPOINT, THE RADIANT PANEL AND REHEAT
COIL CONTROL VALVES SHALL BE CLOSED.
OCCUPIED COOLING: THE SPACE SHALL HAVE A FAN COIL UNIT TO PROVIDE
SUPPLEMENTAL SPACE COOLING. IF THE SPACE IS OCCUPIED DURING THE
SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE
OCCUPIED COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT FAN SHALL
START, AND THE COOLING COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN
SETPOINT. WHEN THE SPACE TEMPERATURE IS AT SETPOINT, THE FAN COIL UNIT
SHALL SHUT OFF AND THE CHILLED WATER CONTROL VALVE SHALL CLOSE.
OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE
SCHEDULED OCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING
SEQUENCES SHALL APPLY. BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED
SETBACK TEMPERATURE SETPOINTS.
UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED
UNOCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE
UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL
CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE
TEMPERATURE SETPOINT.
UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED
UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE UNOCCUPIED
COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT SHALL START, AND THE FAN
COIL UNIT COOLING CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT.
IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD,
THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY.
WHEN THE SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED
UNOCCUPIED PERIOD, THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE.
VACANT MODE: THE ABOVE UNOCCUPIED HEATING/COOLING SEQUENCES SHALL
APPLY. THE SPACE SHALL BE MAINTAINED AT THE UNOCCUPIED TEMPERATURE
SETPOINTS.
THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING
COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS HEATING AND COOLING.
THE COOLING CONTROL VALVE SHALL BE CLOSED WHEN THE FAN COIL UNIT FAN IS
OFF.
LOW HOOD DENSITY TRACKING LABORATORY ZONE CONTROL
GENERAL EXHAUST
LOCAL FUME HOOD
ALARM WITH
REMOTE ALARM
CONTACTS
FUME HOOD EXHAUST
TYPICAL FOR EACH FUME HOOD
(WHERE APPLICABLE)
RADIANT CEILING PANELS
HWS
HWR
ONLY APPLICABLE FOR SPACES
WITH RADIANT HEATING PANELS
SV
FUME HOOD SASH
POSITION SENSOR
SEQUENCE OF OPERATION
FCU
SPACE
OCCUPANCY
SENSOR
OCCUPANCY SENSORS PROVIDED
BY DIVISION 26. PROVIDE BMS
INTERFACE MODULE AND
COORDINATE WITH LIGHTING
CONTROL MANUFACTURER.
COMBINATION SPACE
TEMPERATURE/HUMIDITY/CO2
TRANSMITTER
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.60
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
CCCZONE CONTROL: RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL
POINT NAME
HARDWARE POINTS SOFTWARE POINTS
SHOW ON
GRAPHIC NOTES
BI BO AI AO AV BV SCH TREND
ALARM
BACS EMCS DESCRIPTION
STEAM LOAD SHED X(6)BINARY NETWORK INPUTS FROM EMCS
CHILLED WATER LOAD SHED X(4)BINARY NETWORK INPUTS FROM EMCS
SPACE TEMPERATURE SETPOINT X X X
SPACE TEMPERATURE X X X +/- 4 °F FROM SETPOINT X
SPACE OCCUPANCY OVERRIDE X X
SPACE SETPOINT ADJUSTMENT X X
CHILLED BEAM CONTROL VALVE POSITION COMMAND X X X FAILS CLOSED
CONDENSATE SENSOR STATUS X X X MOISTURE SENSED X
SPACE DEWPOINT X X X
RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND X X X FAIL LAST
SPACE OCCUPANCY X X X
PRIMARY AIR BOX DAMPER POSITION COMMAND X X X
PRIMARY AIR BOX AIRFLOW FEEDBACK (CFM)X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT
PRIMARY AIR SUPLY BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT
PRIMARY AIR BOX POSITION FEEDBACK (%)X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT
EXHAUST BOX DAMPER POSITION COMMAND X X X
EXHAUST BOX AIRFLOW FEEDBACK (CFM)X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT
EXHAUST BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT
EXHAUST BOX POSITION FEEDBACK (%)X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT
AO
AI DIAI AI
FCV
01
TT
01
YI
01
MT
01
CO2
01
SYSTEM DESCRIPTION
ACTIVE CHILLED BEAM CEILING COOLING
RADIANT HEATING PANEL(S)
PRIMARY SUPPLY AIR BOX
DUCT MOUNTED RE-HEAT COIL
EXHAUST AIR BOX
GENERAL
REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED
POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL
CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL
NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES.
SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND
CONTROL SYSTEM (BACS).
ALL SETPOINTS SHALL BE ADJUSTABLE.
THE BACS SHALL BE CAPABLE OF STARTING AND STOPPIING THE SYSTEM FOR
SEVEN DIFFERENT DAILY SCHEDULES PER WEEK.
THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING
DURING A LOSS OF POWER FOR AT LEAST TEN HOURS.
SETPOINTS
SPACE COOLING TEMPERATURE SETPOINTS:
OCCUPIED: 75 °F +/- 1.5 °F
OCCUPIED SETBACK: 75 °F +/- 3 °F
UNOCCUPIED: 75 °F +/- 6 °F
SPACE HEATING TEMPERATURE SETPOINTS:
OCCUPIED: 70 °F +/- 1.5 °F
OCCUPIED SETBACK: 70 °F +/- 3 °F
UNOCCUPIED: 70 °F +/- 6 °F
ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI
SPACE OCCUPANCY
ZONE OCCUPANCY SHALL BE DETERMINED BASED ON A COMBINATION OF A TIME OF
DAY SCHEDULE AND A SPACE OCCUPANCY SENSOR.
DURING THE SCHEDULED OCCUPANCY PERIOD, THE ZONE SHALL BE INITIALLY
INDEXED TO OCCUPIED AND OPERATE FOR A MINIMUM OF 30 MINUTES, AT WHICH
TIME THE SPACE OCCUPANT SENSOR SHALL INDEX THE SPACE BETWEEN OCCUPIED
AND OCCUPIED SETBACK MODE.
IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD,
AS DETERMINED VIA THE OCCUPANCY SENSOR, THE ZONE SHALL BE INDEXED TO
OCCUPIED FOR THE DURATION OF OCCUPANCY. THE ZONE SHALL INDEX BACK TO
UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES.
SPACE VENTILATION CONTROL
IF THE ZONE IS OCCUPIED, THE SUPPLY AND EXHAUST AIR BOXES SHALL INDEX TO
THE OCCUPIED AIRFLOW SETPOINT.
IF THE SPACE IS UNOCCUPIED, THE SUPPLY AND EXHAUST AIR BOXES SHALL CLOSE.
ZONE TEMPERATURE CONTROL
TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF
PROGRAMMED SCHEDULE AND A SPACE OCCUPANCY SENSOR.
OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED
PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING
TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT CEILING PANEL CONTROL
VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE OCCUPIED HEATING
TEMPERATURE SETPOINT.
OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED
OCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED
COOLING TEMPERATURE SETPOINT, THE CHILLED BEAM CONTROL VALVE SHALL
MODULATE TO MAINTAIN THE OCCUPIED COOLING TEMPERATURE.
OCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE
SCHEDULED PERIOD, AND THE ZONE TEMPERATURE FALLS BELOW THE OCCUPIED
HEATING SETBACK TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT
CEILING PANEL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE
OCCUPIED HEATING TEMPERATURE SETPOINT.
OCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE
SCHEDULED OCCUPIED PERIOD, AND THE ZONE TEMPERATURE RISES ABOVE THE
OCCUPIED COOLING SETBACK TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND
EXHAUST AIR BOX SHALL OPEN, AND THE CHILLED BEAM CONTROL VALVE SHALL
MODULATE TO MAINTAIN THE OCCUPIED COOLING SETBACK TEMPERATURE
SETPOINT.
UNOCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE
SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE
UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE RADIANT CEILING PANEL
CONTROL VALVE SHALL MODULATE TO MAINTAIN THE UNOCCUPIED HEATING
TEMPERATURE SETPOINT.
UNOCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE
SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE
UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND THE
EXHAUST BOX SHALL OPEN, AND THE CHILLED BEAM COOLING CONTROL VALVE
SHALL MODULATE TO MAINTAIN THE UNOCCUPIED COOLING TEMPERATURE
SETPOINT.
THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING
COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS HEATING AND COOLING.
CONDENSATION CONTROL
IF MOISTURE IS SENSED ON THE CHILLED WATER SUPPLY PIPING BY THE
CONDENSATION SENSOR, THE CHILLED WATER ZONE VALVE SHALL CLOSE UNTIL
MOISTURE IS NO LONGER SENSED, AT WHICH TIME NORMAL SEQUENCE SHALL
RESUME.
RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL
GENERAL EXHAUST
RADIANT CEILING PANELS
HWS
HWR
ONLY APPLICABLE FOR SPACES
WITH RADIANT HEATING PANELS SEQUENCE OF OPERATION
SA MAIN
VV TERMINAL BOX WITH
REHEAT COIL
CHILLED
BEAM
PROVIDE 1 CONTROL VALVE
FOR CHILLED BEAM COOLING
PER ZONE.
TO OTHER CHILLED
BEAMS IN SPACE
TO CHILLED BEAMS
WITHIN ZONE
SPACE
OCCUPANCY
SENSOR
OCCUPANCY SENSORS PROVIDED
BY DIVISION 26. PROVIDE BMS
INTERFACE MODULE AND
COORDINATE WITH LIGHTING
CONTROL MANUFACTURER.
COMBINATION SPACE
TEMPERATURE/HUMIDITY/CO2
TRANSMITTER
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.70
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
VFD
VFD
END OF MAIN BYPASS
P-3
OUTDOOR AIR TEMPERATURE
SENSOR - COMMON
LPS
TO HWS/R180
SYSTEMSYSTEM
FROM HWS/R180
P-3A
HX-1.1
HX-1.2
HWR
HWSHWS180 HWS180
180 DEG. HW SYSTEM SERVES
AHU PREHEAT AND PERIMETER
HEAT
LPC
LPC
DI
DI
DI
DI
DI
DI
DI
AI
AI
AI
AO
DO
AI
AI
DATA
DATA
DATA
DATA
DATA
DATA
DI
DI
DI
DI
DI
DIDATA
DATA
DI
DI DI
DIDATA
DIDATA
DIDATA
DATAZI
ZI
ZI
ZI
ZI
ZI
ZI
GI
01
TT
02
TT
01
TT
03
ZI
ZI
ZI
ZI
ZI
ZI
ZI
ZI ZI
ZI
ZI
ZI
CA-DD-1A CONTROL PANEL:
TROUBLE ALARM & DATA
DROP
PURE WATER SYSTEM
CONTROL PANEL:
TROUBLE ALARM & DATA
DROP
CA-C-1A CONTROL PANEL:
TROUBLE ALARM & DATA
DROP
REMOTE
"TROUBLE ALARM"
CONTACTS
REMOTE
"TROUBLE ALARM"
CONTACTS
PLUMBING SYSTEMS MONITOR/ALARMS
VACUUM SYSTEM CONTROL
PANEL:
TROUBLE ALARM & DATA
DROP
SAFETY STATIONS:
PROVIDE TROUBLE
CONTACT WITH
DISCRETE ADDRESS
FOR EACH SAFETY
EQUIPMENT
CA-C-1B CONTROL PANEL:
TROUBLE ALARM & DATA
DROP
CA-DD-1B CONTROL PANEL:
TROUBLE ALARM & DATA
DROP
GENERAL
1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER
ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
2. CONNECT TO EXISTING GAS DETECTION SYSTEM.
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS:
a. CABINET SENSOR DETECTS GAS LEVELS ABOVE ACCEPTABLE LEVELS.
AIRFLOW CONTROL
1. EXHAUST AIRFLOW SHALL NORMALLY BE CONSTANT VOLUME IF GAS DETECTION SYSTEM INDICATES UNACCEPTABLE LEVELS
OF CONCENTRATION, AIRFLOW SHALL INCREASE TO PURGE AIRFLOW RATE DICTATED BY CABINET MANUFACTURER..
GENERAL
1. HEATING SYSTEM SHALL BE OPERATIONAL 24 HOURS PER DAY, 7 DAYS PER WEEK.
2. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND
SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
3. EXISTING RE-HEAT LOOP IS BEING MODIFIED TO ADD CAPACITY FOR THIS PROJECT. EXISTING LOOP HAS 1 HEAT EXCHANGER AND 1 PUMP. THIS PROJECT
IS ADDING 1 HEAT EXCHANGER AND 1 PUMP. ASSOCIATED CONTROL POINTS FOR NEW EQUIPMENT SHALL BE PROVIDED. EXISTING TO REMAIN
COMPONENTS ARE LISTED.
SAFETIES
1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN EXHAUST FAN(S) AND INITIATE A SPECIFIC ALARM NOTICE AT
THE BAS:
a. DIFFERENTIAL PRESSURE AT PDT-01 INDICATES PUMP IS IN DEADHEAD CONDITION. DEADHEAD SETPOINT SHALL BE DETERMINED FROM APPROVED
SHOP DRAWING PUMP CURVE.
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON:
a. ANY PUMP IS COMMANDED TO RUN AND THE BAS SENSES NO STATUS AT CURRENT TRANSMITTER CONTINUOUSLY FOR 10 SECONDS.
b. SUPPLY HOT WATER IS AT LEAST 10°F ABOVE OR BELOW SETPOINT CONTINUOUSLY FOR 30 SECONDS.
ACTIVE/STANDBY DESIGNATION
1. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE HEAT EXCHANGER DESIGNATIONS AND THE FOLLOWING SHALL OCCUR:
a. NEWLY ACTIVE HEAT EXCHANGER HOT WATER ISOLATION VALVE SHALL FULLY OPEN.
b. AFTER HOT WATER VALVE IS OPEN, NEWLY ACTIVE HEAT EXCHANGER STEAM CONTROL VALVES SHALL MODULATE IN ACCORDANCE WITH
TEMPERATURE CONTROL PARAGRAPH BELOW.
c. AFTER A 30 SECOND DELAY, PREVIOUSLY ACTIVE HEAT EXCHANGER STEAM CONTROL VALVES AND HOT WATER ISOLATION VALVE SHALL FULLY
CLOSE.
2. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE PUMP DESIGNATIONS.
TEMPERATURE CONTROL
1. EXISTING SUPPLY TEMPERATURE CONTROL SHALL REMAIN. MODIFICATIONS SHALL ONLY BE DONE TO ADD NEW COMPONENTS TO SYSTEM WITHOUT
EFFECTING SYSTEM PERFORMANCE.
2. IF TEMPERATURE IS BELOW SETPOINT AND STEAM CONTROL VALVE IS FULLY OPEN ON ACTIVE HEAT EXCHANGERS, BOTH HEAT EXCHANGERS SHALL
OPERATE TO MAINTAIN HYDRONIC TEMPERATURE.
PUMP SPEED CONTROL
1. ACTIVE PUMP VFD SHALL MODULATE TO MAINTAIN STATIC PRESSURE SETPOINT AT EXISTING SENSOR.
2. THE INITIAL DIFFERENTIAL PRESSURE SETPOINT SHALL BE 15 PSI. THIS VALUE SHALL BE ADJUSTED TO THE REQUIRED SETPOINT TO ACHIEVE THE
PROPER FLOW RATE AS DETERMINED DURING BALANCING.
3. IF VFD OF OPERATING PUMP IS AT MAXIMUM SPEED AND PRESSURE SETPOINT IS NOT MAINTAINED, BOTH PUMPS SHALL RUN TO MAINTAIN SYSTEM
PRESSURE.
BACNET DATA DROP
CONNECTION
CA-F-1A:
REMOTE TROUBLE
ALARM
CA-F-1B:
REMOTE TROUBLE
ALARM
CA-F-2A:
REMOTE TROUBLE
ALARM
CA-F-2B:
REMOTE TROUBLE
ALARM
SAN-SP-1A CONTROL
PANEL: TROUBLE
ALARM & DATA DROP
SAN-SP-1B CONTROL
PANEL: TROUBLE
ALARM & DATA DROP
CA-DEWPOINT
ANALYZER: LOOP
POWERED W/ DATA
DROP 4-20 AMP
LHWR-CP-1: REMOTE
TROUBLE ALARM
N2-OXYGEN
ANALYZER: LOOP
POWERED W/ DATA
DROP 4-20 AMP
N2-PRESSURE
TRANSMITTER: LOOP
POWERED W/ DATA
DROP 4-20 AMP
N2-FLOW METER :
LOOP POWERED W/
DATA DROP 4-20 AMP
LHWR-EWH-1:
REMOTE TROUBLE
ALARM
BACNET DATA DROP
CONNECTION
REMOTE
"TROUBLE ALARM"
CONTACTS
GAS CABINET
CO SENSOR
GAS CABINET
EXHAUST VALVE
RE-HEAT HOT WATER SYSTEM CONTROLS
TYPICAL FOR EACH
HEAT EXCHANGER
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
(XM)
CYLINDER STORAGE GAS DETECTION
TCV
01
PDT
01
LEAD HX
LAG HX
FCV
01
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
NTS
M8.80
29313.00
11/30/18
HVAC - CONTROLS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 1/7/18 ADDENDUM 02
DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019
5
J
VFD
T3
PANEL XX
X
J
J
#
F
P
SYSTEM GROUND OR EQUIPMENT GROUND
POWER TRANSFORMER - DELTA CONNECTED PRIMARY
GROUNDED WYE CONNECTED SECONDARY
SWITCH
"I" - INSTANTANEOUS PICKUP
"S" - SHORT TIME PICK UP & DELAY
"G" - GROUND FAULT PICKUP
"L" - LONG TIME PICK UP & DELAY
DRAW OUT POWER CIRCUIT BREAKER (FRAME/TRIP)
LSIG
1200
800
125E
FUSE "125E" DENOTES SIZE AND TYPE
LA LIGHTNING/SURGE ARRESTER
NOTES:
DOUBLE LUG AND FEED THRU AT PANEL BOARDS SHALL NOT BE PERMITTED1.
2.
EQUIPMENT LEGEND
JUNCTION AND/OR PULL BOX
VARIABLE FREQUENCY DRIVE
DISCONNECT SWITCH (UNFUSED)
DISCONNECT SWITCH (FUSED)
208Y/120 VOLT, 3Φ, 4 WIRE PANEL
480Y/277 VOLT, 3Φ, 4 WIRE PANEL
CONTRACTOR TO EQUIPMENT BY OTHERS.
AND CONDUCTORS BY THE ELECTRICAL
DENOTES FLEXIBLE LIQUID TIGHT CONNECTION
LSIG
**AF
**AT
PANELBOARD
TRANSFER SWITCH
MOLDED CASE CIRCUIT BREAKER
POWER ONE-LINE LEGEND
T3
E "ATS" DENOTES AUTOMATIC TRANSFER SWITCH
"MTS" DENOTES MANUAL TRANSFER SWITCH
DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER TYPE.
REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE" FOR
FURTHER INFORMATION.
MS217-2
PLUMBING AND MECHANICAL EQUIPMENT DESIGNATION. REFER
TO SCHEDULE. DESIGNATION "MS217-2" DENOTES BRANCH
CIRCUIT DESIGNATION FOR EQUIPMENT SUCH AS UNIT
HEATERS, WHERE THERE ARE SEVERAL UNITS WITH THE SAME
EQUIPMENT DESIGNATION.
WIRING DEVICES LEGEND
NOTES:CONDUIT / CIRCUITRY TURNING UP
CONDUIT / CIRCUITRY TURNING DOWN
PS218-1,3,5
60A-3P*
PS218-1
CIRCUITRY AND FEEDERS LEGEND
HOMERUN TO PANEL "PS218", CIRCUIT #1. EACH BRANCH CIRCUIT
SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR UNLESS
OTHERWISE NOTED. PROVIDE UNSHARED GROUNDING
CONDUCTORS FOR EACH CIRCUIT IN ACCORDANCE WITH
SPECIFICATIONS AND N.E.C. UNLESS OTHERWISE NOTED.
MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS OTHERWISE
NOTED. SEE NOTE #1 BELOW.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE
MOUNTED ABOVE COUNTER OR HIGHER THAN STANDARD
RECEPTACLE MOUNTING HEIGHT.
MOTOR. NUMERAL INDICATES HORSEPOWER RATING.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE ON
NORMAL POWER.
"2" DENOTES CIRCUIT NUMBER.
"S" - DENOTES RECEPTACLE ON STAND-BY POWER
"TV" - DENOTES RECEPTACLE FOR TV DISPLAY.
PART PLAN REFERENCE TAG. THE TOP LETTER OR NUMBER IS
THE PART PLAN REFERENCE AND THE LOWER REFERENCE
INDICATES THE DRAWING THE PART PLAN IS LOCATED.
1
E-501
HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 60A-3P* CIRCUIT
BREAKER. ASTERISK INDICATES NEUTRAL CONDUCTOR
REQUIRED IN CIRCUIT, AS INDICATED IN THE "BRANCH CIRCUIT
SCHEDULE." SEE NOTE #1 BELOW.
MANUAL MOTOR STARTER COMPLETE WITH THERMAL
OVERLOAD PROTECTION. "P" DENOTES EQUIPPED WITH
PILOT LIGHT, PROVIDED BY ELECTRICAL CONTRACTOR.
2
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX
RECEPTACLE.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX
RECEPTACLES MOUNTED ABOVE COUNTER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE
EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER AND
MOUNTED IN CAST OUTLET BOX WITH WEATHERPROOF COVER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE
EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER.
WP
G
ALL RECEPTACLES SHALL BE INSTALLED WITH GROUND PRONG IN THE UP
POSITION.
ALL RECEPTACLES SHALL BE SIDE WIRED.
JUNCTION AND/OR PULL BOX IN CEILING
DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER
TYPE. REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE"
FOR FURTHER INFORMATION.
"AF" - INDICATES AMPERE FRAME SIZE
"ST"- INDICATES SHUNT TRIP BREAKER
"L" - INDICATES LONG TIME DELAY
"S"- INDICATES SHORT TIME DELAY
"I"- INDICATES INSTANTANEOUS PICKUP
"G" - INDICATES GROUND FAULT PICKUP
ST "AT"- INDICATES AMPERE TRIP SETTING
AMPERES
AMERICANS WITH DISABILITIES ACT
AMPERE INTERRUPTING CAPACITY
AUTOMATIC TRANSFER SWITCH
ALUMINUM
INSTITUTE
ARCHITECT
AMERICAN NATIONAL STANDARDS
AUTHORITY HAVING JURISDICTION
ABOVE FINISH GRADE
AIR HANDLING UNIT
ABOVE FINISH FLOOR
AMERICAN WIRE GAUGE
BELOW FINISH GRADE
AUTOMATIC TEMPERATURE CONTROL
CONDUIT
CIRCUIT
COLUMN
CONTROL POWER TRANSFORMER
CIRCUIT BREAKER
CENTERLINE
CATALOG
CURRENT LIMITING FUSE
BUILDING
DIRECT DIGITAL CONTROL
COPPER
DRAWING
CURRENT TRANSFORMER
FAN COIL UNIT
ELECTRICAL CONTRACTOR
EXHAUST FAN
EMERGENCY
FIRE ALARM
ELECTRICAL METALLIC TUBING
ELECTRIC WATER COOLER
EMERGENCY POWER OFF
GROUND FAULT INTERRUPTER
GROUND OR GROUNDING
FLEXIBLE METAL CONDUIT
FULL LOAD AMPERES
ISOLATED GROUND
HAND, OFF, AUTOMATIC SWITCH
INTERLOCK
INSTITUTE OF ELECTRICAL AND
THOUSAND CIRCULAR MILS
ELECTRONIC ENGINEERS
INTERMEDIATE METAL CONDUIT
GALVANIZED RIGID METALLIC CONDUIT
CERTIFIED BALLAST MANUFACTURERS
HOA
IG
IEEE
IMC
INT
kcmil
FLA
FT
FMC
GFI
GRMC
GND,G
FEET
EM
EPO
EMT
F
FCU
FA
EWC
FUSE
DDL
CU
CT
DWG
EC
EF
CB
CKT
CBM
CPT
CLF
COL
CL
BFG
ATC
AWG
CAT
C
BLDG
AHU
AIC
AL
ATS
ARCH
ANSI
A
ADA
AFG
AFF
AHJ
GENERAL ABBREVIATIONS
CABINET UNIT HEATERCUH
HPF HIGH POWER FACTOR
PT POTENTIAL TRANSFORMER
PHASE
ROOF TOP UNIT
TELEPHONE
SYMMETRICAL
POLYVINYL CHLORIDE
RIGID METAL CONDUIT
ROOT MEAN SQUARED
RIGID NON-METALLIC CONDUIT
BREAKER
UNIT HEATER
TRANSFORMER
WEATHERPROOF
WATER HEATER
UNLESS OTHERWISE NOTED
UNDERGROUND OR UNDERGRADE
UNDERWRITERS LABORATORIES
UNINTERRUPTABLE POWER SUPPLY
THERMAL MAGNETIC CIRCUITTMCB
WH
XFMR
WP
W
V
DELTA
WYE
WIRE
VOLT
UG
UL
UPS
UH
U.O.N.
SP
RTU
RNMC
SW
TEL
SYM
SWITCH
SPARE
PWR
PVC
RMC
RMS
POWER
KILOWATTS
CONDUIT
LIGHTING
MAIN LUGS ONLY
KILOVOLT AMPERES
NORMALLY CLOSED
METAL CLAD CABLE
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MOTOR CIRCUIT PROTECTOR
LIQUIDTIGHT FLEXIBLE METAL
ASSOCIATION
NOT TO SCALE
PUSHBUTTON
NOT IN CONTRACT
NATIONAL ELECTRICAL
NATIONAL ELECTRIC CODE
MANUFACTURES ASSOCIATION
NATIONAL FIRE PROTECTION
PROVIDED UNDER OTHER SECTIONS
NORMALLY OPEN OR NUMBERNO
NTS
POS
PNL
P
PB
PANEL
POLE
NEC
NEMA
N.I.C.
NFPA
MC
MCB
MCC
MCP
MLO
NC
kW
kVA
LTG
LFMC
Φ
Y
BAS
EHD
ES
ESD
EWC
OPS
OVP
SEC
TP
SPECIAL PURPOSE RECEPTACLE. "#" DENOTES RECEPTACLE
TYPE. REFER TO "SPECIAL PURPOSE RECEPTACLE SCHEDULE"
ON DRAWING E0.01 FOR FURTHER INFORMATION.
CEILING MOUNTED 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX
RECEPTACLE. COORDINATE EXACT LOCATIONS WITH
ARCHITECT.
"OVP" DENOTES RECEPTACLE FOR OVERHEAD VIDEO
PROJECTOR.
AUDIO VISUAL CONTRACTORAVC
PS218-1,2 MULTIPLE HOMERUNS TO PANEL "PS218", CIRCUIT #1 AND #2.
PROVIDE DEDICATED NEUTRAL AND GROUND FOR EACH CIRCUIT
NUMBER SHOWN UNLESS OTHERWISE NOTED. SEE NOTE #1
BELOW.
NOTES:
1.REFER TO PANEL SCHEDULES FOR BREAKER SIZE OF EACH CIRCUIT
HOMERUN. REFER TO THE "BRANCH CIRCUIT SCHEDULE" ON DRAWING E002
FOR CONDUCTOR QUANTITIES, CONDUIT SIZES, AND CIRCUIT LENGTH TABLE
FOR WIRE SIZE INCREASES DUE TO VOLTAGE DROP. REFER TO GENERAL
NOTES ON THIS DRAWING FOR ADDITIONAL INFORMATION.
VI VACUUM INTERRUPTER
S
PS218-1,3,5 HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 3-POLE CIRCUIT
BREAKER. SEE NOTE #1 BELOW.
OVP
AUTOMATIC TRANSFER SWITCH WITH BYPASS ISOLATION
N
TV
SIDE GUTTERS SHALL BE PROVIDED ON ALL PANELBOARDS WITH
MORE THAN 60 POLES.
PULL BOX (SIZE AS REQUIRED)PB
DISTRIBUTION PANELBOARD
"BAS" - DENOTES CONNECTION TO BAS PANELS.
"EHD" - DENOTES CONNECTION TO ELECTRIC HAND/HAIR DRYER.
"ESD" - DENOTES CONNECTION TO ELECTRIC SOAP DISPENSER.
"EWC" - DENOTES CONNECTION TO ELECTRIC WATER COOLER.
PROVIDE GFCI PROTECTION; HUBBELL "GFBF20ILA" OR EQUAL.
"OPS" - DENOTES CONNECTION TO OPERABLE PROJECTOR SCREEN
MOTOR.
"OVP" - DENOTES TO CONNECT TO OVERHEAD VIDEO PROJECTOR.
"SEC" - DENOTES TO CONNECT TO SECURITY PANELS.
"TP" - DENOTES CONNECTION TO TRAP PRIMERS
"ES" - DENOTES CONNECTION TO EMERGENCY SHOWER.
WALL MOUNTED POWER CONNECTION TO ELECTRIFIED
FURNITURE PARTITION WITH 3/4" LIQUIDTIGHT FLEX
WITH CONDUCTORS AS INDICATED.
11.
1.
2.
7.
6.
5.
4.
3.
8.
9.
10.
GENERAL NOTES
ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE.
12.ALL RECEPTACLES LOCATED WITHIN 6'-0" OF A SINK SHALL BE OF THE GFI TYPE.
ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER,RECTILINEAR TO
BUILDING STRUCTURE.
ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL
BE INCLUDED AS IF SHOWN ON BOTH.
EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL CONNECTION IS SHOWN
ON THE MECHANICAL DRAWINGS.
ALL RACEWAYS CROSSING BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION
FITTINGS.
CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING
CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THE CONTRACTOR SHALL NOT INSTALL MORE THAN 3
CURRENT CARRYING CONDUCTORS IN A RACEWAY.
ALL FLUSH MOUNTED PANELS SHALL HAVE AN EMPTY 1-1/2" CONDUIT & (2) 3/4" CONDUIT STUBBED
ABOVE ACCESSIBLE CEILING FOR FUTURE SPARE CIRCUITS.
CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC
MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS
WITH THE ARCHITECT.
ELEMENTS OF THE ELECTRICAL WORK SHALL BE INSTALLED SUCH THAT AT COMPLETION THE
ELEMENT SHALL BE "FULLY AND REASONABLY ACCESSIBLE". ELEMENTS OF THE ELECTRICAL WORK
INCLUDE, BUT ARE NOT LIMITED TO PANELS, SWITCHBOARDS, MOTOR CONTROLS, TRANSFORMER,
DISCONNECTS, JUNCTION BOXES, AND ALL MAINTENANCE ACCESS POINTS INCLUDING CABLE PULL
SPACE. "FULLY AND REASONABLE ACCESSIBLE" SHALL BE DEFINED AS; CAPABLE OF BEING
ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SPEED INDIVIDUAL, ON A
LADDER ID NECESSARY, AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING,
MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK OF OTHER TRADES. CONFLICTS
WITH MEETING THIS REQUIREMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS
REPRESENTATIVE IN A TIMELY MANNER.
EACH LIGHTING AND RECEPTACLE BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL
CONDUCTOR FOR EACH AND EVERY CIRCUIT, UNLESS SPECIFICALLY NOTED OTHERWISE.
THE ELECTRICAL CONTRACTORS SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW
WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/OWNER REPRESENTATIVE PRIOR TO
ANY ROUGH-INS, FABRICATION, OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES.
NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS
AND NOTES RELATED TO THE AREA.
13.COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT WITH THE HVAC, PLUMBING AND FIRE
PROTECTION CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL NOT ALLOW ANY EQUIPMENT,
DUCTWORK, OR PIPING FOREIGN TO THE ELECTRICAL INSTALLATION TO BE INSTALLED IN OR PASS
THROUGH ANY ROOM IN WHICH ELECTRICAL SYSTEMS OR EQUIPMENT IS LOCATED, SUCH AS
ELECTRICAL ROOM, ELECTRIC CLOSETS TELEPHONE OR DATA CLOSETS. WHEN SERVING AN
ELECTRICAL SPACE, NO PIPING, DUCTWORK OR OTHER MECHANICAL EQUIPMENT SHALL BE ALLOWED
TO PASS THROUGH THE AREA OF THE ELECTRICAL EQUIPMENT EQUAL TO THE WIDTH AND DEPTH OF
THE ELECTRICAL EQUIPMENT EXTENDING FROM FLOOR TO STRUCTURAL CEILING ABOVE.
(REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION)
LIGHTING FIXTURES INDICATED WITH SHADING DENOTES
CIRCUITED TO NORMAL/EMERGENCY SUPPLY.
MOUNTED OR WALL MOUNTED PROVIDE DIRECTIONAL
ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. CEILING
ARROWS AS INDICATED ON FLOOR PLANS. DOT " "
LIGHT FIXTURE
DENOTES SIDE WITH FACE.
"a" INDICATES SWITCH CONTROL
"13" INDICATES CIRCUIT NUMBER
"A" INDICATES FIXTURE TYPE
a
A 13
LIGHTING EQUIPMENT LEGEND
A INTENT SCHEDULE.
LIGHTING CONTROL INTENT TAG. REFER TO LIGHTING CONTROL
LOW VOLTAGE SYSTEM NOTES
1.
2.
3.
INCLUDE FIRE STOPPING OF ALL PENETRATIONS ASSOCIATED WITH THE ABOVE SYSTEMS.
THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS
FOR THE TEL/DATA DEVICES SHOWN ON THE TEL/DATA DRAWINGS. REFER TO THE
TEL/DATA DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS
SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING.
THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS
FOR THE SECURITY DEVICES AS DESCRIBED IN THE SECURITY DRAWINGS. REFER TO THE
SECURITY DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS
THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS
FOR THE A/V DEVICES AS DESCRIBED IN THE A/V DRAWINGS. REFER TO THE A/V
DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS SHALL BE
4.
SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING.
SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING.
1.
2.
1.
LEGEND NOTES
THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A
REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL
SYMBOLS ARE NECESSARILY USED ON THIS PROJECT.
MULTI - OUTLET ASSEMBLY WITH DEVICES AS SHOWN.
EXISTING TO REMAINETR
CEILING MOUNTED, OCCUPANCY/ VACANCY SENSOR.
XL
XD
XN
XR
XM
RESPONSIBLE FOR MAINTAINING CIRCUITRY TO DEVICES
TO POWER SOURCE AND LABEL BREAKER IN
PANELBOARD AS SPARE. CONTRACTOR SHALL BE
CONDUIT AS REQUIRED SO AS TO PROVIDE A
COMPLETE OPERATIONAL INSTALLATION.
TO BE REMOVED. CUT BACK AND MAKE SAFE ALL
ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT BACK
EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW.
"XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED
EXISTING AT NEW LOCATION
UNAFFECTED BY DEMOLITION.
"XD" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XR" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XN" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XM" ADJACENT TO EQUIPMENT DENOTES EXISTING
SYMBOLS OUT OF FUNCTION DENOTES EXISTING
TO BE RELOCATED AS SHOWN. CUT BACK AND/OR
EXTEND EXISTING BRANCH CIRCUIT WIRING AND
EQUIPMENT TO REMAIN.
EXISTING EQUIPMENT LEGEND
IN EXISTING LOCATION.
TO BE REMOVED, STORED, CLEANED AND REINSTALLED
"XS" ADJACENT TO EQUIPMENT DENOTES EXISTINGXS
S1
WALL MOUNTED, OCCUPANCY/VACANCY SENSOR. S2
P1 CEILING MOUNTED PHOTOCELL "b" DENOTES DIMMING CONTROL.
LVD LOW VOLTAGE DIMMER SWITCH 0-10 V.
SINGLE POLE LOW VOLTAGE TOGGLE SWITCH "B" DENOTES
SWITCH CONTROL.
b
b
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
12" = 1'-0"
E0.01
29313.00
11/30/18
ELECTRICAL LEGEND &
GENERAL NOTES
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
NOTES:
1-8AWG
3/4"C.
1-8AWG
3/4"C.
1-8AWG
3/4"C.
1-6AWG
3/4"C.
1-2AWG
3/4"C.
1-1/OAWG
3/4"C.
1-2/OAWG
3/4"C.
1-2/OAWG
3/4"C.
1-2/OAWG
3/4"C.
1-2/OAWG
3/4"C.
1"
60
1.25"
1.25"
70
1.5"
1.5"
100
2"
2"
125
2.5"
2"
150
2.5"
2"
175
2.5"
2"
200
2.5"
LEGEND OF FEEDER SIZES COPPER CONDUCTORS
2.5"
225
2.5"
3"
250
3"
3"
300
3"
4"
350
4"
4"
400
4"
(2)-3"500 (2 SETS 0F) 3-250 kcmil ; 1-250 kcmil N; 1-2 AWG GND.
(2)-3.5"600 (2 SETS OF) 3-350 kcmil ; 1-350 kcmil N; 1-1 AWG GND.
(2)-4"800 (2 SETS OF) 3-600 kcmil ; 1-600 kcmil N; 1-1/0 AWG GND.
(3) 3.5"1000 (3 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-2/0 AWG GND.
(3)-4"1200 (3 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-3/0 AWG GND.
(4)-4"1600 (4 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-4/0 AWG GND.
(5)-4"2000 (5 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-250 kcmil GND.
NOTES:
1.ALL AMPACITIES ARE BASED ON 75 DEGREE C TEMPERATURE RATING OF CONDUCTOR
AS LISTED IN THE NATIONAL ELECTRIC CODE.
NOM.
AMPERE
RATING
FEEDER
TAG &
MODIF.
CONDUCTORS MINIMUM
RACEWAY
SIZE
(INCHES)
Y
DESIGNATIONS
2.FEEDERS MAY HAVE A COMBINATION OF OVERSIZED NEUTRAL AND ISOLATED GROUND
(DESIGNATION K AND G). REFER TO RISER FOR FEEDER DESIGNATIONS.
Y
Y
Y
Y
Y
Y
3-6 AWG; 1-6 AWG N; 1-10 AWG GND.
CHANGE NEUTRAL TO 1-4 AWG
ADD 1-10 AWG IG
3-4 AWG; 1-4 AWG N; 1-8 AWG GND.
CHANGE NEUTRAL TO 1-1/0 AWG
ADD 1-8 AWG IG
3-1 AWG; 1-1 AWG N; 1-8 AWG GND.
CHANGE NEUTRAL TO 1-3/0 AWG
ADD 1-8 AWG IG
3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-1/0 AWG
ADD 1-6 AWG IG
3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-1/0 AWG
ADD 1-6 AWG IG
3-2/0 AWG; 1-2/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-2/0 AWG
ADD 1-6 AWG IG
3-3/0 AWG; 1-3/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-3/0 AWG
ADD 1-6 AWG IG
3-4/0 AWG; 1-4/0 AWG N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-4/0 AWG
ADD 1-4 AWG IG
3-250 kcmil ; 1-250 kcmil N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-250 kcmil
ADD 1-4 AWG IG
3-350 kcmil ; 1-350 kcmil N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-350 kcmil AWG
ADD 1-4 AWG IG
3-500 kcmil ; 1-500 kcmil N; 1-3 AWG GND.
CHANGE NEUTRAL TO 2-500 kcmil
ADD 1-3 AWG IG
3-600 kcmil ; 1-600 kcmil N; 1-3 AWG GND.
CHANGE NEUTRAL TO 2-600 kcmil
ADD 1-3 AWG IG
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
-3-6 AWG; 1-10 AWG GND.
3-4 AWG; 1-8 AWG GND.-
3-1 AWG; 1-8 AWG GND.-
3-1/0 AWG; 1-6 AWG GND.-
3-1/0 AWG; 1-6 AWG GND.-
3-2/0 AWG; 1-6 AWG GND.-
3-3/0 AWG; 1-6 AWG GND.-
3-4/0 AWG; 1-4 AWG GND.-
3-250 kcmil; 1-4 AWG GND.-
3-350 kcmil; 1-4 AWG GND.-
3-500 kcmil; 1-3 AWG GND.-
3-600 kcmil ; 1-3 AWG GND.-
2000*
1600*
1200*
1000*
800*
600*
500*
400*
350*
300*
250*
225*
200*
175*
150*
125*
100*
70*
60*
THE ASTERISK ABOVE IS FILLED IN WITH ONE OR MORE OF THE FOLLOWING DESIGNATIONS
ON THE RISER.
Y - THREE PHASE FOUR WIRE FEEDER.
K - THREE PHASE FEEDER WITH OVERSIZED NEUTRAL.
G - THREE PHASE FEEDER WITH ISOLATED GROUND.
VD - FEEDER SIZED FOR VOLTAGE DROP
(6)-4"2500 (6 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-350 kcmil GND.Y2500*
(8)-4"3000 (8 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-400 kcmil GND.Y3000*
(10)-4"4000 (10 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.Y4000*
SYMBOL
NOTE:
1. COORDINATE EXACT NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER/PROVIDER.
- 3/4"
3#6 & 1#10 GND
3#6 & 1#10 GND
2#10 & 1#10 GND
2#12 & 1#12 GND
250V., 3Φ, 3P., 4W.
250V., 3Φ, 3P., 4W.
60A.,
20A.,
50A.,
30A.,
15-60R
L5-20R
15-50R
L5-30R
16
14
15
13
125V., 2P., 3W.
125V., 2P., 3W.
TWIST-LOCK
TWIST-LOCK 30A - 1P
50A - 3P
60A - 3P
20A - 1P
C.
C.
C.
C.- 3/4"
- 3/4"
- 3/4"
2#10 & 1#10 GND
2#6 & 1#10 GND
2#12 & 1#12 GND
2#12 & 1#12 GND
2#6 & 1#10 GND
3#6 & 1#10 GND
3#6 & 1#10 GND
3#12 & 1#12 GND
2#10 & 1#10 GND
3#10 & 1#10 GND
3#10 & 1#10 GND
3#12 & 1#12 GND
DEVICE RATINGS
125/250V., 3P., 4W.
250V., 3Φ, 3P., 4W.
125/250V., 3P., 4W.
125/250V., 3P., 4W.
250V., 3Φ, 3P., 4W.
125/250V., 3P., 4W.
20A.,
50A.,
20A.,
30A.,
50A.,
50A.,
30A.,
20A.,
30A.,
60A.,
14-50R
14-60R
15-30R
15-20R
14-30R11
12
9
8
10
6-20R
5-50R
6-50R
6-30R
14-20R
5
7
6
4
3
250V., 2P., 3W.
125V., 2P., 3W.
250V., 2P., 3W.
250V., 2P., 3W.
30A.,
20A.,
NEMA NO.
5-20R
5-30R
2 125V., 2P., 3W.
125V., 2P., 3W.
60A - 2P
20A - 3P
30A - 3P
50A - 2P
30A - 2P
30A - 2P
20A - 2P
50A - 2P
20A - 2P
50A - 1P
CIRCUIT
BREAKER
20A - 1P
30A - 1P
C.
C.
C.
C.
C.
C.
C.
C.
C.
C.- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
C.
C.
BRANCH CIRCUIT
- 3/4"
- 3/4"
17
18
19
21
22
23
24
25
27
26
28
29
20
L16-20R 20A., 480V., 3Φ, 3P., 4W. TWIST-LOCK 20A - 3P 3#12 & 1#12 GND - 3/4"
L16-30R - 3/4"480V., 3Φ, 3P., 4W.30A.,TWIST-LOCK 3#10 & 1#10 GND30A - 3P
C.
C.
L15-30R TWIST-LOCK
L6-30R - 3/4"250V., 2P., 3W.30A.,TWIST-LOCK 2#10 & 1#10 GND30A - 2P C.
L6-20R - 3/4"250V., 2P., 3W.20A.,TWIST-LOCK 2#12 & 1#12 GND20A - 2P C.
L15-20R - 3/4"250V., 3Φ, 3P., 4W.20A.,TWIST-LOCK 3#12 & 1#12 GND20A - 3P C.
L14-20R
L14-30R
L6-15R 15A.,
3#10 & 1#10 GND250V., 3Φ, 3P., 4W.30A.,30A - 3P C.- 3/4"
C.2#10 & 1#12 GND250V., 2P., 3W.20A - 2P - 3/4"TWIST-LOCK
3#12 & 1#12 GND
3#10 & 1#10 GND
125/250V., 3P., 4W.
125/250V., 3P., 4W.
20A.,
30A.,30A - 2P
20A - 2P C.
C.- 3/4"
- 3/4"
TWIST-LOCK
TWIST-LOCK
L22-30R TWIST-LOCK
L22-20R - 3/4"277/480V., 3Φ, 4P., 5W.20A.,TWIST-LOCK 4#12 & 1#12 GND20A - 3P C.
L21-20R
L21-30R
4#10 & 1#10 GND277/480V., 3Φ, 4P., 5W.30A.,30A - 3P C.- 3/4"
4#12 & 1#12 GND
4#10 & 1#10 GND
125/208V., 3Φ, 4P., 5W.
125/208V., 3Φ, 4P., 5W.
20A.,
30A.,30A - 2P
20A - 2P C.
C.- 3/4"
- 3/4"
TWIST-LOCK
TWIST-LOCK
2#12 & 1#12 GND15A.,5-15R1 125V., 2P., 3W.15A - 1P C.- 3/4"
2#12 & 1#12 GND15A.,6-15R 250V., 2P., 3W.15A - 2P C.- 3/4"
3#12 & 1#12 GND125/250V., 3P., 4W.15A.,14-15R 15A - 2P C.- 3/4"
3#12 & 1#12 GND250V., 3Φ, 3P., 4W.15A.,15-15R 15A - 3P C.- 3/4"
2#12 & 1#12 GND15A.,L5-15R 125V., 2P., 3W. TWIST-LOCK 15A - 1P C.- 3/4"
30
31
32
33
34
2.
50A - 2P 2 #6 & 1 #10 GND. - 3/4"C.
208/120 VOLT, 1Φ, 3W. CIRCUITS
208 OR 480 VOLTS, 3Φ, 3W. CIRCUITS
3 #10 & 1 #10 GND. - 3/4"C.
3 #12 & 1 #12 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #12 & 1 #12 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
120 FT. TO 180 FT.
65 FT. TO 120 FT.
CIRCUIT LENGTH
4 #6 & 1 #10 GND. - 1"C.
4 #6 & 1 #10 GND. - 1"C.
208Y/120 & 480Y/277 VOLT, 3Φ, 4W. CIRCUITS
4 #8 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
4 #12 & 1 #12 GND. - 3/4"C.
4 #10 & 1 #10 GND. - 3/4"C.
ALL BRANCH CIRCUIT SIZES ARE BASED ON RACEWAY LENGTH OF 65 FEET FOR 120 VOLT BRANCH CIRCUITS AND
150 FEET FOR 277 VOLT BRANCH CIRCUITS. IF LENGTH EXCEEDS 65 FEET (120 VOLT CIRCUITS) OR 150 FEET (277
VOLT CIRCUITS) THEN USE WIRE SIZE DENOTED BELOW AND INCREASE RACEWAY ACCORDINGLY. REDUCE LARGE
CABLE SIZES IN JUNCTION BOX PRIOR TO DEVICE TERMINATION. PROVIDE WIRE REDUCERS AT BREAKERS WHEN
REQUIRED.
3 #8 & 1 #10 GND. - 3/4"C.
#10
#8
#6 180 FT. TO 250 FT.
NOTES:
1.
WIRE SIZE 120V CIRCUIT
20A - 3P*
30A - 3P*
40A - 3P*
60A - 3P*
50A - 3P*
30A - 3P
20A - 3P
50A - 3P
60A - 3P
40A - 3P
60A - 2P
20A - 2P*
50A - 2P*
60A - 2P*
30A - 2P*
40A - 2P*
150 FT. TO 240 FT.
240 FT. TO 400 FT.
400 FT. TO 640 FT.
277V CIRCUIT
2 #8 & 1 #10 GND. - 3/4"C.
208 VOLT, 1Φ, 2W. CIRCUITS
2 #8 & 1 #10 GND. - 3/4"C.
2 #12 & 1 #12 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
120 OR 277 VOLT, 1Φ, 2W. CIRCUITS
2 #10 & 1 #10 GND. - 3/4"C.
50A - 1P
60A - 1P
40A - 2P
30A - 2P
20A - 2P
CIRCUIT BREAKER
40A - 1P
30A - 1P
CONDUCTOR
20A - 1P 2 #12 & 1 #12 GND. - 3/4"C.
#4
#2 375 FT. TO 560 FT.
250 FT. TO 375 FT.-
-
EACH BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR. SHARED NEUTRALS ARE NOT
ACCEPTABLE.
150A-3P
20A-3P
30A-3P
TRANSFORMER SCHEDULE
90A-3P
200A-3P
300A-3P
400A-3P
60A-3P
ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS.
5.
6.
4.
3.
181
271225
150
135112/12
75 90
T1
5445
30 36
15
9
18
11 25 40A-3P
TAG kVA
PRIMARY
(480V - 3Φ)
AMPS
(120/208V. - 3Φ)
SECONDARY
T1K
T1G
3-12 AWG, & 1-12 AWG GND.-3/4"C
FEEDER SIZE FEEDER SIZE
4-8 AWG, & 1-10 AWG GND.-3/4"C.
42 50A-3P3-10 AWG, & 1-10 AWG GND.-3/4"C
4-6 AWG, & 1-10 AWG GND.-1"C.
83 100A-3P3-6 AWG, & 1-10 AWG GND-3/4"C.
4-1 AWG, & 1-8 AWG GND.-2"C.
125 150A-3P3-3 AWG, & 1-8 AWG GND-1 1/4"C.
4-1/O AWG, & 1-6 AWG GND.-2"C.
208 250A-3P
4-250kcmil, & 1-4 AWG GND.-3"C.
313 400A-3P3-3/O AWG, & 1-6 AWG GND-2"C.
2 SETS (4-4/0 AWG, 1-3 AWG GND.-2 1/2"C).
417 500A-3P3-350kcmil, & 1-4 AWG GND-3"C.
2 SETS (4-250kcmil, & 1-2 AWG GND.-3"C).
625 800A-3P3-500kcmil, & 1-3 AWG GND-3"C.
3 SETS (4-300kcmil, & 1-1/O AWG GND.-4"C).
AMPS
ASTERISK "*" DENOTES TRAPEZE MOUNTED.7.
BOND NEUTRAL OF TRANSFORMER SECONDARY TO THE TRANSFORMER CASE WITH BONDING JUMPER AS PER NATIONAL ELECTRIC CODE.
SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITH TEN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER
IN A
PANELBOARD (MAIN BREAKER) OR AN INDIVIDUALLY MOUNTED CIRCUIT BREAKER.
WHERE ISOLATED GROUND PANELBOARDS & GROUND WIRES ARE REQUIRED REFER TO ISOLATED GROUNDING DETAIL FOR ADDITIONAL INFORMATION.
OCP OCPCOND.
BONDING
3-6 AWG, 1-3 AWG N., & 1-10 AWG GND.-1 1/4"C.
3-4 AWG, 1-1 AWG N., & 1-10 AWG GND.-1 1/2"C.
T2
T2K
T2G
T8
T1
TAG
T8K
T1K
T8G
T1G
T2
T2K
T2G
3-1 AWG, 2-1/O AWG N., & 1-8 AWG GND.-2"C.
T3
T3K
T3G
T3
T3K
T3G
5-3/O AWG, & 1-6 AWG GND.-2 1/2"C.
T4
T4K
T4G
T4
T4K
T4G
T5
T5K
T5G
T5
T5K
T5G
T6
T6K
T6G
T6
T6K
T6G
3-300kcmil, 2-300kcmil N, & 1-4 AWG GND.-3 1/2"C.
2 SETS (3-250kcmil, 2-250kcmil N,
& 1-3 AWG GND.-3"C).
3-1/O AWG, & 1-6 AWG GND-1 1/2"C.
2 SETS (3-300kcmil, 2-300kcmil N,
& 1-2 AWG GND.-3 1/2"C).
T7
T7K
T7G
T7
T7K
T7G
3 SETS (3-350kcmil, 2-350kcmil N, 1-1/O AWG IG & 1-1/O AWG
GND.-4"C).
3 SETS (3-350kcmil, 2-350kcmil N,
& 1-1/O AWG GND.-4"C).
T8
T8K
T8G
1.TAG DESIGNATIONS ARE AS FOLLOWS: T# IS NEMA TP1 TRANSFORMER , T#K IS MINIMUM K13 RATED TRANSFORMER AND T#G IS MINIMUM K13 RATED
TRANSFORMER WITH ISOLATED GROUND ON SECONDARY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.PROVIDE NEUTRAL TO GROUND BONDING JUMPER ON SECONDARY OF TRANSFORMER. PROVIDE GROUNDING ELECTRODE CONDUCTOR FROM
GROUNDED NEUTRAL TO THE NEAREST EFFECTIVELY GROUNDED METAL MEMBER OF STRUCTURE, WATER PIPE AND/OR ONE OF THE METHODS
LISTED IN NEC 250. BONDING AND ELECTRODE CONDUCTOR SHALL BE SIZED AS LISTED ABOVE
3-6 AWG, 1-3 AWG N., 1-10 AWG IG
& 1-10 AWG GND.-1 1/2"C.
3-4 AWG, 1-1 AWG N., 1-10 AWG IG
& 1-10 AWG GND.-1 1/4"C.
3-1 AWG, 2-1/0 AWG N., 1-8 AWG IG
& 1-8 AWG GND.-2"C.
5-3/0 AWG, 1-6 AWG IG & 1-6 AWG GND.-2 1/2"C.
3-250kcmil, 2-300kcmil N, 1-4 AWG IG
& 1-4 AWG GND.-3 1/2"C.
2 SETS (3-250kcmil, 2-250kcmil N,
& 1-3 AWG IG & 1-3 AWG GND.-3"C).
2 SETS (3-300kcmil, 2-300kcmil N, 1-2 AWG IG
& 1-2 AWG GND.-3 1/2"C).
500A-3P
800A-3P
361
602500
300 833 1000A-3P
3 SETS (4-400kcmil, & 1-2/0 AWG GND.-3 1/2"C).
1388 1600A-3P
5 SETS (4-500kcmil, & 1-4/O AWG GND.-4"C).
3 SETS (3-400kcmil, 2-400kcmil N,
& 1-2/0 AWG GND.-3 1/2"C).
T9
T9K
T9G
5 SETS (3-500kcmil, 2-500kcmil N, 1-4/O AWG IG & 1-4/O AWG
GND.-4"C).
5 SETS (3-500kcmil, 2-500kcmil N,
& 1-4/O AWG GND.-4"C).
T10
T10K
T10G
3 SETS (3-400kcmil, 2-400kcmil N, 1-2/0 AWG IG & 1-2/0 AWG
GND.-4"C).
2 SETS (3-250kcmil, & 1-2 AWG GND-2 1/2"C.)
3 SETS (3-300kcmil, & 1-1/0 AWG GND-4"C.)
T9
T9K
T9G
T10
T10K
T10G
BRANCH CIRCUIT SCHEDULE
SPECIAL PURPOSE RECEPTACLE SCHEDULE
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
12" = 1'-0"
E0.02
29313.00
11/30/18
ELECTRICAL GENERAL
SCHEDULES
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
E0.03
29313.00
11/30/18
ELECTRICAL LAB
EQUIPMENT SCHEDULE
ELECTRICAL LAB EQUIPMENT SCHEDULE
ITEM # QTY. DESCRIPTION VOLTAGE Φ AMPS kVA DEVICE BREAKER PANEL CIRCUIT REMARKS
EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 3 2.0 0.96 L6-20R 20A-1P HELP-1 1 OPTIONAL STAND-BY POWER
EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 1 2.0 0.55 L6-20R 20A-1P HELP-1 2 OPTIONAL STAND-BY POWER
EQ-CA-02 1 HPLC 1 120 V 1 1.0 0.12 5-20R 20A-1P R22 9
EQ-CA-03 1 HPLC 2 120 V 1 1.0 0.12 5-20R 20A-1P R22 67
EQ-CA-04 1 HPLC 3 120 V 1 1.0 0.12 5-20R 20A-1P R22 62
EQ-CA-05 1 SPEEDVAC 208 V 1 2.0 0.24 5-20R 20A-1P R22 11,13
EQ-CA-06 1 SPEEDVAC PUMP 120 V 1 2.0 0.24 5-20R 20A-1P R22 28
EQ-CA-07 1 SPEEDVAC CONDENSER 120 V 1 2.0 0.24 5-20R 20A-1P R22 24
EQ-CA-08 1 LIQUID HANDLING ROBOT 120 V 1 2.0 0.24 5-20R 20A-1P R22 69
EQ-CA-09 1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 35
EQ-CA-10 1 COMBIFLASH CHROMATOGRAPHY SYSTEM 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 30
EQ-CA-11 1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 68
EQ-CA-12 1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 26
EQ-CA-13 1 UV BOX APARATUS 120 V 1 2.0 0.24 5-20R 20A-1P R22 19
EQ-CA-14 1 BALANCE (PRECISION) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42
EQ-CA-15 1 BALANCE (PRECISION) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42
EQ-CA-16 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42
EQ-CA-17 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42
EQ-CA-18 1 ULTRASONICATOR BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 18
EQ-CA-19 1 REFRIGRATOR / FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 13 OPTIONAL STAND-BY POWER
EQ-CA-22 1 FREEZER -20 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 11 OPTIONAL STAND-BY POWER
EQ-CA-24 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 29
EQ-CA-26 1 PLATE READER 120 V 1 2.0 0.24 5-20R 20A-1P R22 21
EQ-CA-27 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 21
EQ-CA-28 1 CO2 INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 19
EQ-CA-29 1 INCUBATOR SHAKER FOR BACTERIA 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 4
EQ-CA-31 1 MICROWAVE 120 V 1 2.0 0.24 5-20R 20A-1P R22 25
EQ-CA-32 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74
EQ-CA-33 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 32
EQ-CA-34 1 REFRIGRATOR / FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 1 OPTIONAL STAND-BY POWER
EQ-CA-36 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 3 OPTIONAL STAND-BY POWER
EQ-CA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 36
EQ-CA-38 1 MILI-Q 120 V 1 2.0 0.24 5-20R 20A-1P R22 77
EQ-CA-39 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74
EQ-CA-40 1 WATER BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 65
EQ-CA-41 1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 76
EQ-CA-43 1 CRYO TANK 120 V 1 2.0 0.24 5-20R 20A-1P R22 78
EQ-CA-44 1 FREEZER -80 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 2 OPTIONAL STAND-BY POWER
EQ-CA-45 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P
EQ-CA-46 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 27
EQ-CA-47 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 25
EQ-CA-47 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 23
EQ-NA-01 1 BIPOTENSIOSTAT 120 V 1 2.0 0.24 5-20R 20A-1P R23 24
EQ-NA-02 1 PENDANT DROP 120 V 1 2.0 0.24 5-20R 20A-1P R23 9
EQ-NA-03 1 ROTATING DISC ELECTRODE 120 V 1 2.0 0.24 5-20R 20A-1P R23 32
EQ-NA-04 1 NIMA LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P R23 28
EQ-NA-05 1 KSV LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P R23 26
EQ-NA-06 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 29
EQ-NA-07 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 48
EQ-NA-08 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 46
EQ-NA-09 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 47
EQ-NA-10 1 ELECTRON BEAM DEPOSITION SYSTEM 480 V 3 2.0 0.96 L22-30R ERROR D4B 31,33,35
EQ-NA-11 1 ULTRASONICATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 52
EQ-NA-12 1 HOMOGENIZER 120 V 1 2.0 0.24 5-20R 20A-1P R23 54
EQ-NA-13 1 ULTRASONIC BATH 120 V 1 2.0 0.24 5-20R 20A-1P R23 53
EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 1
EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 3
EQ-NA-15 1 FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 5
EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73
EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73
EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73
EQ-NA-18 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 77
EQ-NA-19 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 45
EQ-NA-20 1 LIGHT MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 39
EQ-NA-21 1 CONTROLLER 120 V 1 2.0 0.24 5-20R 20A-1P R23 39
EQ-NA-22 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 33
EQ-NA-23 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 69
EQ-NA-24 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 78
EQ-NA-26 1 CONTROLLER 120 V 1 2.0 0.24 5-20R 20A-1P R23 79
EQ-NA-32 1 LICOR GENERATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 75
EQ-NA-33 1 LICOR GENERATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 30
EQ-NA-34 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 11
EQ-NA-36 1 UV CROSS LINKER 120 V 1 2.0 0.24 5-20R 20A-1P R23 14
EQ-NA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R23 19
EQ-NA-38 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R23 17
EQ-NA-40 1 WATER BATH 120 V 1 2.0 0.24 5-20R 20A-1P R23 22
EQ-NA-41 1 MILIQ 120 V 1 2.0 0.24 5-20R 20A-1P R23 21
EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 18
EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 16
EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 20
EQ-NA-43 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 41
EQ-NA-43 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 42
EQ-NA-44 1 YAMATO OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 44
EQ-NA-45 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 43
EQ-NA-46 1 VACUUM OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 74
EQ-NA-47 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 51
EQ-NA-48 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 50
EQ-NA-49 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 49
EQ-NA-50 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 31
EQ-RY-01 1 FTIR 120 V 1 15.0 1.8 5-20R 20A-1P R22 38
EQ-RY-02 1 CONTACT ANGLE GONIOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R22 39
EQ-RY-03 1 QCM-D 1 120 V 1 1.6 0.19 5-20R 20A-1P R22 70
EQ-RY-04 1 QCM-D 2 120 V 1 2.0 0.24 5-20R 20A-1P R22 63
EQ-RY-05 1 UV-VIS 120 V 1 0.8 0.1 5-20R 20A-1P R22 81
EQ-RY-06 1 HPLC 1260 120 V 1 5.0 0.6 5-20R 20A-1P R22 61
EQ-RY-07 1 FLUORESCENT MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 73
EQ-RY-09 1 PARTICLE ANALYZER 120 V 1 3.0 0.36 5-20R 20A-1P R22 83
EQ-RY-10 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R22 66
EQ-RY-12 1 pH METER VWR 120 V 1 2.0 0.24 5-20R 20A-1P R22 64
EQ-RY-13 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P R22 44
EQ-RY-14 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 21,23,25 FUSED DISCONNECT SWITCH
EQ-RY-15 1 iCVD FILAMENTS POWER SUPPLY 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 9
EQ-RY-16 1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 7,9,11 OPTIONAL STAND-BY POWER
EQ-RY-17 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P LAB-2F 24
EQ-RY-19 1 SPIN COATER 120 V 1 3.0 0.36 5-20R 20A-1P LAB-2F 27
EQ-RY-20 1 ROTOVAPOR 120 V 1 0.5 0.06 5-20R 20A-1P LAB-2F 29
EQ-RY-21 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 6
EQ-RY-22 1 VACUUM DESICCATOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 16
EQ-RY-25 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 20,22,24 FUSED DISCONNECT SWITCH
EQ-RY-26 1 iCVD FILAMENTS POWER SUPPLY 120 V 1 2.0 0.24 5-20R 20A-1P R22 20
EQ-RY-27 1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 1,3,5 OPTIONAL STAND-BY POWER
EQ-RY-28 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P LAB-2F 28
EQ-RY-29 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P R22 40
EQ-RY-30 1 SCHLENK LINE MANIFOLD 120 V 1 1.0 0.12 5-20R 20A-1P LAB-2F 22
EQ-RY-31 1 SCHLENK LINE PUMP 120 V 1 8.8 1.06 5-20R 20A-1P LAB-2F 31
EQ-RY-32 1 VACUUM DISTILATION APPARATUS 120 V 1 7.5 0.9 5-20R 20A-1P R22 23
EQ-RY-33 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P
EQ-RY-36 1 CENTRIFUGE 120 V 1 6.9 0.83 5-20R 20A-1P LAB-2F 21
EQ-RY-37 1 MILI-Q 120 V 1 0.5 0.06 5-20R 20A-1P R22 71
EQ-RY-38 1 PLASMA CLEANER 120 V 1 5.0 0.6 5-20R 20A-1P LAB-2F 25
EQ-RY-39 1 PUMP PLASMA CLEANER 120 V 1 2.5 0.3 5-20R 20A-1P LAB-2F 23
EQ-RY-40 1 ELLIPSOMETER 120 V 1 4.0 0.48 5-20R 20A-1P R22 75
EQ-RY-41 1 VACUUM OVEN 120 V 1 5.0 0.6 5-20R 20A-1P R22 7
EQ-RY-44 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 5
EQ-RY-46 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 15 OPTIONAL STAND-BY POWER
EQ-RY-49 1 CELL COUNTER 120 V 1 2.0 0.24 5-20R 20A-1P R22 72
EQ-RY-50 1 STACKED INCUBATOR 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 17 OPTIONAL STAND-BY POWER
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/14/18 ADDENDUM 01
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DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
E0.04
29313.00
11/30/18
ELECTRICAL
PANELBOARD
SCHEDULES - SHEET 1
MECHANICAL EQUIPMENT SCHEDULE
TAG DESCRIPTION TRADE
LOAD VOLTAGE Φ POWER SYSTEM
CIRCUIT
BREAKER
BRANCH CIRCUITRY PANEL CKT DEVICE FUSE LOCATIONNAME #HP W FLA CONDUCTORS GROUND CONDUIT
AHU A AIR HANDLING UNIT HVAC 0 33600 57 480 V 3 NORMAL 125A-3P 3-2 AWG 1-6 AWG 1 1/4''C D4B 8,10,12 FDS 100A REFER TO HVAC DRAWINGS
CA 1 AIR COMPRESSOR PLBG 30 0 40 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C D4B 2,4,6 FDS 70A REFER TO PLBG DRAWINGS
CA 2 AIR COMPRESSOR PLBG 30 0 40 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C D4B 14,16,18 FDS 70A REFER TO PLBG DRAWINGS
CP 1 LHWR PLBG 1 0 16 120 V 1 NORMAL 35A-1P 2-8 AWG 1-10 AWG 3/4''C D2B 13 FDS 30A REFER TO PLBG DRAWINGS
D 1 AIR COMPRESSOR DRYER PLBG 3 0 34 120 V 1 NORMAL 70A-1P 2-4 AWG 1-8 AWG 1''C D2B 2 FDS 60A REFER TO PLBG DRAWINGS
D 2 AIR COMPRESSOR DRYER PLBG 3 0 34 120 V 1 NORMAL 70A-1P 2-4 AWG 1-8 AWG 1''C D2B 4 FDS 60A REFER TO PLBG DRAWINGS
EF A.1 EXHAUST AIR HANDLING UNIT HVAC 40 7500 52 480 V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C FDS 100A REFER TO HVAC DRAWINGS
EF A.2 EXHAUST AIR HANDLING UNIT HVAC 40 7500 52 480 V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C ESD-P 1,3,5 FDS 100A REFER TO HVAC DRAWINGS
EWH 1 EWH PLBG 0 10000 17 480 V 3 NORMAL 35A-3P 3-8 AWG 1-10 AWG 3/4''C D4B 1,3,5 FDS 30A REFER TO PLBG DRAWINGS
FCU 2 FAN COIL UNIT HVAC 0.5 0 10 120 V 1 NORMAL 20A-1P 2-12 AWG 1-12 AWG 3/4''C FDS 20A REFER TO HVAC DRAWINGS
FCU 3 FAN COIL UNIT HVAC 0.33 0 7 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C R23 3 FDS 15A REFER TO HVAC DRAWINGS
FCU 4 FAN COIL UNIT HVAC 0.33 0 7 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C LAB-BF 1 FDS 15A REFER TO HVAC DRAWINGS
FCU 5 FAN COIL UNIT HVAC 0.05 0 0 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C R23 1 FDS 1A REFER TO HVAC DRAWINGS
P 3A PUMP HVAC 3 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 26,28,30 FDS 10A REFER TO PLBG DRAWINGS
P 5 PUMP HVAC 2 0 3 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 20,22,24 FDS 6A REFER TO PLBG DRAWINGS
P 6 PUMP HVAC 2 0 3 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 25,27,29 FDS 6A REFER TO PLBG DRAWINGS
RO 1 REVERSE OSMOSIS PLBG 0 15000 30 480 V 3 NORMAL 60A-3P 3-4 AWG 1-10 AWG 1 1/4''C D4B 32,34,36 FDS 60A REFER TO PLBG DRAWINGS
SP 1 SUMP PUMP PLBG 3 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C HEPP-B 1,3,5 FDS 10A REFER TO PLBG DRAWINGS
VP 1 VACUUM PUMP PLBG 8 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 7,9,11 FDS 10A REFER TO PLBG DRAWINGS
EXISTING NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):63
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):50
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):66
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):18.08
R 21.08 15.54 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):23.61
M 2.35 2.35 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:77 60 60
PHASE LOAD:9.29 7.19 7.2
41 R OPEN LAB 276 20 1 0.18 0.96 1 20 BALANCERS R 42
39 R OPEN LAB 276 20 1 0.18 0.36 1 20 TISSUE CULTURE 276C R 40
37 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 38
35 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 36
33 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 34
31 R SCHLENK PUMP 20 1 1.06 1.18 1 20 FCU-2 M 32
29 R ROTOVAPOR 20 1 0.06 0.24 1 20 COMBIFLASH R 30
27 R SPIN COATER 20 1 0.36 0.6 1 20 RECIRC HEATER CHILLER Equ... 28
25 R PLASMA CLEANER 20 1 0.6 0.24 1 20 ROTOVAPOR R 26
23 R PLASMA CLEANER 20 1 0.3 0.6 1 20 RECIRC HEATER CHILLER R 24
21 R CENTRIFUGE 20 1 0.83 0.12 1 20 SCHLENK MANIFOLD R 22
19 R OPEN LAB 32 20 1 0.54 0.72 1 20 LAB WRITE UP 30 R 20
17 R LAB WRITE UP 30 20 1 1.08 0.54 1 20 OPEN RESEARCH 32 R 18
15 R LAB WRITE UP 30 20 1 1.08 0.72 1 20 EQUIPMENT 62 R 16
13 R OPEN RESEARCH 32 20 1 1.26 0.72 1 20 EQUIPMENT 62 R 14
11 R OPEN RESEARCH 32 20 1 0.54 0.9 1 20 EQUIPMENT 62 R 12
9 R ICVD FILIMENTS 20 1 0.24 0.9 1 20 EQUIPMENT 62 R 10
7 M FCU 2 20 1 1.18 0.54 1 20 OPEN RESEARCH 32 R 8
5 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 6
3 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 4
1 R RM 269 RECEPTACLES 20 1 0.72 0.54 1 20 LAB WRITE UP 31 R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:200A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:LAB-2F BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
EXISTING STANDBY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):21
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):17
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):17
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):6.18
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):6.18
R 6.18 6.18 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:10 24 20
PHASE LOAD:1.2 2.7 2.28
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 28
25 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 26
23 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 24
21 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 22
19 R CO2 INCUBATOR 20 1 0.24 0 1 20 -- SPARE -- 20
17 R STACKED INCUBATOR 20 1 0.6 0 1 20 -- SPARE -- 18
15 R STACKED INCUBATOR 20 1 0.24 0 1 20 -- SPARE -- 16
13 R FRIDGE/FREEZER 20 1 0.24 0 1 20 -- SPARE -- 14
11 R FREEZER -20 20 1 0.24 0 1 20 -- SPARE -- 12
9 R INCUBATOR SHAKER 20 1 1.5 0 1 20 -- SPARE -- 10
7 0 1 20 -- SPARE -- 8
5 R TISSUE CULTURE 28 20 1 0.6 0.6 1 20 FRIDGE/FREEZER iCVD ROO... R 6
3 R STACKED INCUBATOR 20 1 0.24 0.24 1 20 INCUBATOR SHAKER R 4
1 R FRIDGE/FREEZER CULTURE 27 20 1 0.24 0.24 1 20 FREEZER -80 R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:MLO ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:ELAB-2B BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
NEW NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):94
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):75
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):123
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):27.1
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):44.21
R 44.21 27.1 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:150 102 121
PHASE LOAD:17.7 12.25 14.26
83 R PARTICLE ANALYZER 20 1 0.36 0.18 1 20 RESTROMM 200TC R 84
81 R UV VIS 20 1 0.1 0.18 1 20 CORRIDOR R 82
79 R GRAVITY OVEN 20 1 0.5 0.18 1 20 KITCHENETTE R 80
77 R MILI Q 20 1 0.24 0.24 1 20 CRYO TANK R 78
75 R ELLIPSOMETRY 20 1 0.48 0.24 1 20 GRAVITY OVEN R 76
73 R FLOURESCENSE MICROSCO... 20 1 0.24 0.48 1 20 MICROSCOPE R 74
71 R MILLI Q 20 1 0.06 0.24 1 20 CELL COUNTER R 72
69 R ROBOT 20 1 0.24 0.19 1 20 QCM DQ R 70
67 R HPLC 2 20 1 0.12 0.24 1 20 ROTOVAPOR R 68
65 R WATER BATH 20 1 0.24 0.24 1 20 BALANCE R 66
63 R QCM D2 20 1 0.24 0.24 1 20 METER R 64
61 R HPLC 1 20 1 0.6 0.12 1 20 HPLC 3 R 62
59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60
57 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 58
55 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 56
53 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 54
51 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 52
49 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 50
47 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 48
45 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 46
43 R LAB BENCH 20 1 0.8 0.6 1 20 R R 44
41 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 42
39 R GONIOMETER 20 1 0.24 0.6 1 20 R R 40
37 R R 20 1 3.12 1.8 1 20 FTIR R 38
35 R GRAVITY OVEN 20 1 0.24 0.24 1 20 CENTRIFUGE R 36
33 R LAB BENCH 20 1 0.8 0.18 1 20 ICE MAKER R 34
31 R GLASSWASH 29 20 1 0.36 0.24 1 20 CENTRIFUGE R 32
29 R CENTRIFUGE 20 1 0.24 0.18 1 20 LAB SUPPORT 38 R 30
27 R DESICATER 20 1 0.18 0.24 1 20 SPEEDVAC CONDENSER R 28
25 R MICROWAVE 20 1 0.24 0.18 1 20 LAB SUPPORT 38 R 26
23 R VACCUUM 20 1 0.9 0.24 1 20 SPEEDVAC PUMP R 24
21 R PLATE READER 20 1 0.24 0.18 1 20 TISSUE CULTURE 27 R 22
19 R UV BOX 20 1 0.24 0.24 1 20 RECIRC HEATER CHILLER R 20
17 R VACUUM APPARATUS 20 1 0.36 0.24 1 20 ULTRASONICATOR BATH R 18
15 R OPEN RESEARCH LAB 32 20 1 0.18 0.24 1 20 VACUUM DESICATOR R 16
13 0.12 1.56 14
11 R SPEEDVAC 20 2
0.12 1.56 2 20 LAB SUPPORT 38 R
12
9 R HPLC 1 20 1 0.12 1.8 1 20 DISHWASHER R 10
7 R VACUUM OVEN 20 1 0.6 1.56 8
5 R KITCHENETTE 20 1 0.18 1.56 2 20 LAB SUPPORT 38 R
6
3 R EQUIPMENT 62 20 1 0.36 0.18 1 20 DOOR OPENER R 4
1 R DOOR OPENER 20 1 0.18 0.18 1 20 DOOR OPENER R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:D2B MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:R22 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
NEW NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):99
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):79
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):129
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):28.59
R 45.7 27.85 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):46.44
M 0.92 0.92 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:123 134 133
PHASE LOAD:14.72 15.94 15.78
83 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 84
81 R R 20 1 0.72 0 1 20 -- SPARE -- 82
79 R LIGHT SCATTERING 367B 20 1 0.24 0 1 20 -- SPARE -- 80
77 R SUPPORT 367C 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E R 78
75 R SUPPORT 367C 20 1 0.24 0.54 1 20 CONF RM 360 R 76
73 R RESEARCH 367 20 1 0.72 0.24 1 20 LAB EQUIPMENT 367E R 74
71 R LAB EQUIPMENT 18 20 1 0.54 0.9 1 20 SUPPORT 367D R 72
69 R RLAB EQUIPMENT 367E 20 1 0.24 0.9 1 20 SUPPORT 367C R 70
67 R LAB EQUIPMENT 18 20 1 0.54 0.54 1 20 BEAM DEPOSITION ROOM R 68
65 R LAB EQUIPMENT 18 20 1 0.72 0.72 1 20 BEAM DEPOSITION ROOM R 66
63 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 64
61 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 62
59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60
57 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 58
55 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 56
53 R ULTRASONIC BATH 20 1 1.04 1.04 1 20 HOMOGENIZER R 54
51 R BALANCE 20 1 1.04 1.04 1 20 ULTRASONICATOR R 52
49 R BALANCE 20 1 1.04 1.04 1 20 BALANCE R 50
47 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 48
45 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 46
43 R LAB BENCH 20 1 1.04 1.04 1 20 LAB BENCH R 44
41 R LAB BENCH 20 1 1.04 1.04 1 20 LAB BENCH R 42
39 R FLOURESCENSE MICROSCO... 20 1 0.48 0.18 1 20 LAB BENCH R 40
37 R SUPPORT CORRIDOR 8 20 1 0.72 0.36 1 20 LIGHT SCATTERING 7 R 38
35 R SUPPORT 61 20 1 0.54 0.18 1 20 SUPPORT CORRIDOR 8 R 36
33 R LAB EQUIP 367 20 1 0.24 34
31 R LAB EQUIP 367 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E R 32
29 R SUPPORT 61 20 1 0.24 0.24 1 20 LICOR DEW POINT R 30
27 R SUPPORT 9 20 1 0.18 0.24 1 20 SUPPORT 9 R 28
25 R SUPPORT 9 20 1 0.18 0.24 1 20 KSV LAGMUIR R 26
23 R SUPPORT 9 20 1 0.18 0.24 1 20 BIPOTENSIOSTAT R 24
21 R CENTRIFUGE 2 20 1 0.24 0.24 1 20 CENTRIFUGE 1 R 22
19 R RESEARCH LAB 367 20 1 0.24 0.24 1 20 VORTEXTER R 20
17 R VORTEXTER 20 1 0.24 0.24 1 20 RESEARCH LAB 5 R 18
15 R RESEARCH LAB 5 WATER... 20 1 0.72 0.24 1 20 RESEARCH LAB 5 R 16
13 R LAB WRITE UP 11 20 1 0.72 0.24 1 20 SUPPORT 61 CYTOMETER R 14
11 R SPECTROPHOTOMETER 20 1 1.04 0.54 1 20 LAB WRITE UP 11 R 12
9 R PENDANT DROP 20 1 1.04 0.72 1 20 LAB WRITE UP 11 R 10
7 R DOOR OPENER E BEAM 17 20 1 0.18 0.72 1 20 LAB WRITE UP 11 R 8
5 0.9 1 20 LAB WRITE UP 11 R 6
3 M FCU 3 20 1 0.86 0.72 1 20 LAB WRITE UP 11 R 4
1 M FCU 5 20 1 0.05 0.72 1 20 LAB WRITE UP 11 R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:D2B MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:R23 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
EXISTING STANDBY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):2
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):2
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):2
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.72
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.72
R 0.72 0.72 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:2 2 2
PHASE LOAD:0.24 0.24 0.24
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 R LAB EQUIPMENT 18 FREEZER 20 1 0.24 0 1 20 -- SPARE -- 6
3 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 4
1 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:MLO ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:ELAB-3B BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
NEW NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):466
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):373
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):526
L 5.29 5.29 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):309.72
R 276.47 143.24 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):436.98
M 177.49 177.49 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:545 520 514
PHASE LOAD:150.83 143.92 142.25
59 -- SPARE -- 20 1 0 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52
49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50
47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48
45 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 46
43 -- SPARE -- 20 1 0 63....44
41 30.58 62.7 42
39 31.58 62.79
3 20 150 PANELBOARD D42 R; L
40
37
R; M PANELBOARD D2B VIA
TRANSFORMER 400 3
37.4 0.16 1 20 LIGHTING LEVEL 0 L 38
35 0.32 8.31 36
33 0.32 8.31 34
31
R E-BEAM DEPOSITION 30 3
0.32 8.31
3 20 RO M
32
29 0.94 1.33 30
27 0.94 1.33 28
25
M P-6 20 3
0.94 1.33
3 20 P-3A M
26
23 0.94 24
21 0.94 22
19 0.94
3 20 P-5 M
20
17 0.17 11.09 18
15 0.17 11.09 16
13
R AUTOCLAVE 20 3
0.17 11....
3 70 AC-2 M
14
11 1.39 15.73 12
9 1.39 15.73 10
7
M VP-1 20 3
1.39 15....
3 20 AHU-A M
8
5 4.68 11.09 6
3 4.68 11.09 4
1
M EWH 20 3
4.68 11....
3 70 AC-1 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:MLO ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:D4B BUS AMPS:600 PANELBOARD OPTIONS & ACCESSORIES
NEW NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):206
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):165
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):276
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):59.39
R 90.45 50.22 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):99.46
M 11 11 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:313 264 255
PHASE LOAD:37.4 31.58 30.58
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 M CP-1 20 1 1.92 0 1 20 -- SPARE -- 14
11 15.78 0 1 20 -- SPARE -- 12
9 15.94 0 1 20 -- SPARE -- 10
7
R; M PANELBOARD R23 225 3
14... 0 1 20 -- SPARE -- 8
5 14.26 0.54 1 20 RM B00UA RECEPTACLES R 6
3 12.25 4.08 1 20 D-2 M 4
1
R PANELBOARD R22 225 3
17.7 4.08 1 20 D-1 M 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:T8 MCB RATING:800A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:D2B BUS AMPS:800 PANELBOARD OPTIONS & ACCESSORIES
ELECTRICAL GENERAL NOTES -PANELBOARDS
1. EXISTING PANELBOARDS LAB-2F, ELAB-2B AND ELAB-3B ARE SURFACE MOUNTED TO BE
REMOVED, RELOCATED AND REINSTALLED AS RECESSED MOUNTED.
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR
USE BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY
BY THE ENGINEER.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
EAHU TAG WAS REMOVED
3
3
3
3
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
E0.05
29313.00
11/30/18
ELECTRICAL
PANELBOARD
SCHEDULES - SHEET 2
EXISTING STANDBY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):130
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):104
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):104
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):86.46
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):86.46
M 86.46 86.46 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:104 104 104
PHASE LOAD:28.82 28.82 28.82
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 14.41 0 1 20 -- SPARE -- 12
9 14.41 0 1 20 -- SPARE -- 10
7
M EF A.1 20 3
14... 0 1 20 -- SPARE -- 8
5 14.41 0 1 20 -- SPARE -- 6
3 14.41 0 1 20 -- SPARE -- 4
1
M EAHU 20 3
14... 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:150A ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:10K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:ESD-P BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
EXISTING NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):9
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):7
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):7
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):2.52
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):2.52
R 2.52 2.52 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:6 9 6
PHASE LOAD:0.72 1.08 0.72
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 R LAB WRITE UP 170 20 1 0.54 0 1 20 -- SPARE -- 10
7 R LAB WRITE UP 158 20 1 0.36 0 1 20 -- SPARE -- 8
5 R LAB WRITE UP 170 20 1 0.54 0.18 1 20 R R 6
3 0.54 1 20 LAB WRITE UP 158 R 4
1 0.36 1 20 LAB WRITE UP 170A R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:200A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:LAB-1F BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
NEW NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):153
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):123
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):228
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):101.93
L 5.13 5.13 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):189.2
R 184.57 97.28 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:227 226 230
PHASE LOAD:62.79 62.7 63.71
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 22... 0 1 20 -- SPARE -- 26
23 22.17 22.17 24
21
R iCVD REACTOR 100 3
22.17 22.17 22
19 -- SPARE -- 20 1 0 22....
3 100 iCVD REACTOR R
20
17 L LIGHTING 3RD FLOOR 20 1 0.95 1.48 1 20 LIGHTING 3RD FLOOR L 18
15 L ICVD RMS 1 & 2, LAB WRITE U... 20 1 0.57 0.73 1 20 RMS 27,28,29,31,38,40 & 52 L 16
13 L OPEN RESEARCH LAB 32 20 1 1.04 0.36 1 20 OPEN LAB 32 AND LAB 31 L 14
11 8.59 0 1 20 -- SPARE -- 12
9 8.59 0 1 20 -- SPARE -- 10
7
R iCVD PUMP 20 3
8.59 0 1 20 -- SPARE -- 8
5 8.59 0 1 20 -- SPARE -- 6
3 8.59 0 1 20 -- SPARE -- 4
1
R iCVD PUMP 40 3
8.59 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:D4B MCB RATING:150A ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:D42 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
EXISTING EMERGENCY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.1
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.1
L 0.1 0.1 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:0 0 0
PHASE LOAD:0.1 0 0
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 -- SPARE -- 20 1 0 6
3 -- SPARE -- 20 1 0 4
1 L LIGHTING MECH ROOM 20 1 0.1 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:70A ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:HELP-B BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
EXISTING EMERGENCY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.3
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.3
L 0.3 0.3 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:1 0 0
PHASE LOAD:0.3 0 0
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6
3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4
1 L LIGHTING 2ND FLOOR 20 1 0.3 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:70A ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:HELP-2 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
EXISTING EMERGENCY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.18
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.18
L 0.18 0.18 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:1 0 0
PHASE LOAD:0.18 0 0
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6
3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4
1 L LIGHTING 3RD FLOOR 20 1 0.18 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:70A ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:HELP-3 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
EXISTING NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):1
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):1
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):1
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.36
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.36
R 0.36 0.36 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:3 0 0
PHASE LOAD:0.36 0 0
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 R WEATHERPROOF RECEPT. 20 1 0.18 0.18 1 20 AHU LIGHTING R 14
11 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 12
9 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED --10
7 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED --8
5 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED --6
3 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED --4
1 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED --2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:PENTHOUSE-N BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
EXISTING NORMAL PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0
R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:0 0 0
PHASE LOAD:0 0 0
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6
3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4
1 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:200A ISOLATED GROUND:No
VOLTAGE:208Y/120V SSC RATING:22K MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:LAB-3F BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
ELECTRICAL GENERAL NOTES -PANELBOARDS
1. EXISTING PANELBOARD LAB-3F IS SURFACE MOUNTED TO BE REMOVED, RELOCATED
AND REINSTALLED AS RECESSED MOUNTED.
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR
USE BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY
BY THE ENGINEER.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
EXISTING OPTIONAL STANDBY PANELBOARD
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):6
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):5
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):5
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):3.99
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):3.99
M 3.99 3.99 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:5 5 5
PHASE LOAD:1.33 1.33 1.33
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 1.33 6
3 1.33 4
1
M SP-1 20 3
1.33 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A (kVA) B (kVA) C (kVA)POLE TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277V SSC RATING:35K MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:HEPP-B BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
3
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
1
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B
A
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21 3 4 6 7 8
5
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S
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O
10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
22
5.1
23.1 26.1
REMOVE ALL EXISTING LIGHTS AND
POWER WITHIN DESIGNATED AREA
E-LAB-BB
LAB-BF
PDP-BA
MECHANICAL
B00UA
MECHANICAL
B00UA
Room
B00CA
Room
B78
Room
B00JB
Room
138
Room
B40A
Room
180
Room
182
Room
183
Room
B01
Room
B05
Room
B00UH
MECHANICAL
B00UA
Room
129
Room
B00UG
Room
B00TB
Room
B00UR
Room
B45
Room
B00UM
Room
B00CD
Room
141
Room
B00SB
Room
B00SA
Room
B59
Room
B54
Room
B50
Room
B52
Room
B48
Room
B46
Room
B49
Room
B00UL
Room
B56 Room
B40
Room
B53
Room
B55
Room
B57
Room
B00UN
Room
B00CA
Room
B00EB
Room
B00UB
Room
B00UC
Room
B40C
Room
B00UP
Room
B00UE
Room
B00UF
Room
B00UD
Room
B11
E2.10
1
E3.00
1
E4.00
6
E4.00
2
E4.00
1
3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
E1.00
29313.00
11/30/18
LEVEL 0 - PHASE 1
ELECTRICAL DEMO PLAN
3/32" = 1'-0"1 ELECTRICAL DEMO PLAN - LEVEL 0
ELECTRICAL KEY NOTES - LEVEL 0
1 EXISTING PANELBOARD CLEAN
2 EXISTING PANELBOARD CRP1
3 EXISTING PANELBOARD CRC1
4 EXISTING STARTER AND BACK/BOOST TRANSFORMERS
5 EXISTING PANELBOARD LAB-BF
6 EXISTING PANELBOARD ELAB-BB
7 EXISTING PANELBOARD PDP-BA
8 PROPOSED NEW FEEDER ROUTING. CONTRACTOR TO REMOVE AND
REINSTALL EXISTING CEILINGS AND LIGHT FIXTURES TO PERMIT
INSTALLATION . REVIEW ABOVE-CEILING CONDITIONS AND
DETERMINE PREFERRED ROUTING
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
3
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
J
M
L
K
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F
E
D
C
B
A
N
21 3 4 6 7 8
5
Q
P
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S
T
O
10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
5.1
23.1 26.1
ALL EXISTING LIGHTING AND POWER TO
REMAIN UNLESS OTHERWISE NOTED
LAB-1F
E-LAB-1B
Room
167F
CORRIDOR
100CH
Room
100UA
Room
100UB
Room
100JA
LAB WRITE-UP
170
LAB WRITE-UP
170B
LAB WRITE-UP
170A
LAB WRITE-UP
169
OFFICE
168
CORRIDOR
100CH
LAB WRITE-UP
162
LAB WRITE-UP
160
LAB WRITE-UP
158
OFFICE
158B
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C
OFFICE
167D
OFFICE
167E
Room
100CL
Room
100EB
Room
100CK
Room
132
Room
100CG
Room
100CJ
Room
100CE
Room
142A
Room
126
Room
155B
Room
100CF
Room
155A
Room
144
Room
165B
OFFICE
152
Room
145B
Room
120B
Room
148
Room
148A
Room
142
Room
100TA
Room
130
Room
100SB
Room
100CC
Room
100SA
Room
116
Room
114
Room
100CD
Room
102
Room
106
Room
104
Room
108
Room
115
Room
110
Room
124
Room
103
Room
105
Room
107
Room
100UC
Room
101
Room
146
Room
128
Room
145
Room
120
Room
165
Room
100CB
CORRIDOR
100CA
Room
155
Room
100UF
Room
100CN
Room
100JC
Room
100CR
Room
100SC Room
100EA
Room
100TC
Room
100JB
Room
100UD
Room
100TB
Room
145A
Room
100CM
Room
167G
Room
100TD
Room
218
OFFICE
156
COLLABORATION
167
XM
XM
XM
XM
XM
XM
XM
XM
XMXM
XM XM
XM
XM
XD
XM XD
XM
XMXMXM
Room
100UR E4.00
5
XM
XD
XD XD
XM
XD
XD
XM
XM
XM
XM
XM
E3.10
1
XM
3
XM
XM
XM
XM
XM
XM
XM
XM
XM
XM
REMOVE ALL POWER ON WALLS TO BE
DEMOLISHED. REFER TO ARCHITECTURAL
DRAWINGS.
XM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
E1.10
29313.00
11/30/18
LEVEL 1 - PHASE 1
ELECTRICAL DEMO PLAN
3/32" = 1'-0"1 ELECTRICAL DEMO PLAN - LEVEL 1
ELECTRICAL KEY NOTES - LEVEL 1
1 EXISTING PANELBOARD LAB 1F
2 EXISTING PANELBOARD ELAB 1B
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
2
3
4
5
6
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21 3 4 6 7 8
5
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10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
22
5.1
23.1 26.1
Room
201B
Room
200SE
Room
200EB
Room
200SD
Room
255A
Room
255B
Room
270A
Room
275A
Room
226
Room
275
Room
230B
Room
230A
Room
265C
Room
278A
Room
258
Room
200CC
Room
201A
Room
200TA
Room
275B
Room
260
Room
230
Room
200SB
Room
200SA
Room
200TB
Room
232
Room
214
Room
265A
Room
252
Room
248
Room
250
Room
244
Room
254
Room
246
Room
256
Room
260A
Room
204
Room
215
Room
208
Room
212
Room
210
Room
202
Room
272
Room
224
Room
222
Room
228
Room
276
Room
278
Room
216
Room
274
Room
201
Room
211
Room
203
Room
270
Room
205
Room
209
Room
207
Room
267
Room
265B
Room
218
Room
245
Room
200CB
Room
255
Room
200UC
Room
200SC Room
200EA
Room
265
Room
200JC Room
200JB
Room
200JA
Room
200CA
Room
200UR
Room
206A
Room
206
LP-276
ELAB-2B XR
LP-2NC
LP-2NB
LP-2NA
Room
200UA
Room
200UB
Room
200CA
E3.20
1
E2.20
1
E4.00
4
REMOVE ALL LIGHTING AND POWER UNLESS NOTED OTHERWISE
LAB-2F XR
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
E1.20
29313.00
11/30/18
LEVEL 2 - PHASE 1
ELECTRICAL DEMO PLAN
3/32" = 1'-0"1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 2 EXISTING
ELECTRICAL KEY NOTES - LEVEL 2
1 EXISTING PANELBOARD LP-2NA
2 EXISTING PANELBOARD LA-2NB
3 EXISTING PANELBOARD LP-2NC
4 EXISTING PANELBOARD LAB-2F
5 EXISTING PANELBOARD ELAB-2B
6 EXISTING PANELBOARD LP-276
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/14/18 ADDENDUM 01
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
12
3
4
M
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G
F
E
D
C
B
A
N
21 3 4 6 7 8
5
Q
P
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S
T
O
10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
22
5.1
23.1 26.1
LP-3NCLP-3NB
LAB-3F
LP-3NA
Room
300UR
Room
365A
Room
365D
Room
300JC
Room
355
Room
365E
Room
345B
Room
345C
Room
345A
Room
365C
Room
361
Room
318B
Room
365F
Room
300CC
Room
358
Room
318
Room
342
Room
300SC
Room
300T
Room
300TA
Room
300CD
Room
378
Room
342A
Room
360
Room
300SB
Room
300SA
Room
318A
Room
375
Room
362
Room
314
Room
377
Room
344
Room
352
Room
350Room
354
Room
356 Room
348
Room
346
Room
340
Room
312
Room
306
Room
308
Room
310
Room
365
Room
379
Room
365G
Room
316
Room
305
Room
309
Room
303
Room
307
Room
301
Room
311
Room
343
Room
345
Room
304
Room
300CB
Room
300JA
Room
300EB
Room
300UA Room
300CA
Room
300UD
Room
300EA
Room
300JBRoom
300UC
Room
343A
REMOVE ALL LIGHTING AND POWER
UNLESS OTHERWISE NOTED
Room
300UB
3.30
1
2.30
1
E4.00
3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
E1.30
29313.00
11/30/18
LEVEL 3 - PHASE 1
ELECTRICAL DEMO PLAN
3/32" = 1'-0"1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 3 EXISTING
ELECTRICAL KEY NOTES - LEVEL 3
1 EXISTING PANELBOARD LP-3NC
2 EXISTING PANELBOARD LP-3NB
3 EXISTING PANELBOARD LP-3NA
4 EXISTING PANELBOARD LAB-3F
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
M
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E4.01
2
E4.01
4
E4.01
3
E4.01
1
Room
400UA
Room
401
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
E1.40
29313.00
11/30/18
LEVEL 4 - PHASE 1
ELECTRICAL DEMO. PLAN
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
3/32" = 1'-0"#ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 EXISTING
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
T821 3 4
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B00UA
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Room
B00UB
Room
B00UC
LS1 LS1
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138
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1
REMOVE AND REINSTALL LIGHTING
FIXTURES IN THIS AREA AS
REQUIRED TO ACCOMMADATE
WORK OF OTHER TRADES.
ALL EXISTING LIGHTING TO REMAIN.
HELP-B #1D4B #38
X1
31
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E2.10
29313.00
11/30/18
LEVEL 0 - ELECTRICAL
LIGHTING PLAN
1/4" = 1'-0"1 ELECTRICAL LIGHTING PLAN-LEVEL 0
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
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260
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LAB
276
OPEN RESEARCH
LAB
276
OPEN RESEARCH
LAB
276
iCVD ROOM
276D
TISSUE CULTURE
(BACTERIAL)
276C
TISSUE CULTURE
(MAMMALIAN)
276B
GLASSWASH
276A
OPEN RESEARCH
LAB
276 LAB WRITE-UP
269
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Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E2.20
29313.00
11/30/18
LEVEL 2 - ELECTRICAL
LIGHTING PLAN
1/4" = 1'-0"1 ELEC LIGHTING RCP - LEVEL 2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
S2
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RLC-22
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RLA 12 RLA 12
RLC-8
RLC-8
RLC-22
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PA PA PA
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LAB EQUIPMENT
367E
E-BEAM
DEPOSITION ROOM
367F
RESEARCH LAB
367
SUPPORT 1
367D
SUPPORT 2
367CSTAIRS
300SA
CONFERENCE
ROOM
360
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367
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367B
2
DWA 4
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2
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17
17
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2 2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E2.30
29313.00
11/30/18
LEVEL 3 - ELECTRICAL
LIGHTING PLAN
1/4" = 1'-0"1 ELEC LIGHTING RCP - LEVEL 3
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
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Room
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Room
B56
Room
B78
Room
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Room
B00UC
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D4B #14,16,18
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D4B #26,28,30
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3
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PROPOSED FEEDER ROUTING
3
PROVIDE
METAL
CHANNEL
SUPPORTS
FOR
PANELBOARDS
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E3.00
29313.00
11/30/18
LEVEL 0 - ELECTRICAL
POWER PLAN
1/4" = 1'-0"1 ELECTRICAL POWER PLAN - LEVEL 0
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
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100CG
CORRIDOR
100CH
CORRIDOR
100CH
LAB WRITE-UP
170A
LAB WRITE-UP
170B
LAB WRITE-UP
169
OFFICE
168
COLLABORATION
167 Room
100SA
Room
167F
Room
167G
Room
165B
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C
OFFICE
167D
OFFICE
167E
Room
100CJ
LAB WRITE-UP
162
LAB WRITE-UP
160 LAB WRITE-UP
158
OFFICE
158B
LAB WRITE-UP
170
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C
OFFICE
167D
OFFICE
167E
Room
167F
Room
100CJ
Room
165B
Room
100SA
Room
165
Room
100UA
Room
100JA
Room
100UB
CORRIDOR
100CH
Room
167G
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167
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Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E3.10
29313.00
11/30/18
LEVEL 1 - ELECTRICAL
POWER PLAN
1/4" = 1'-0"1 ELECTRICAL POWER PLAN - LEVEL 1
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
ELECTRICAL SHEET NOTES - POWER
1 EXISTING PLUGMOLD WITH SINGLE OUTLETS +/- 1'-0" O.C. TO REMAIN.
2 EXISTING PLUGMOLD WITH SINGLE OUTLETS +/- 2'-0" O.C. TO REMAIN.
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
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EQ-RY-13
EQ-RY-21
EQ-RY-41EQ-RY-10EQ-RY-22EQ-RY-32EQ-CA-44
EQ-RY-12
EQ-CA-47 EQ-CA-46
EQ-CA-11 EQ-CA-12 EQ-CA-10
2
EQ-CA-29 EQ-CA-28
EQ-RY-50 EQ-RY-44
EQ-CA-26
EQ-CA-37
EQ-CA-31
EQ-CA-15
EQ-CA-17 EQ-CA-33EQ-CA-43EQ-CA-47EQ-CA-41EQ-CA-32EQ-CA-39EQ-CA-27EQ-RY-49EQ-CA-38EQ-CA-40
EQ-CA-34
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EQ-RY-46
EQ-CA-18
EQ-CA-24
EQ-CA-13EQ-CA-16
EQ-CA-14
EQ-CA-45
EQ-CA-22
EQ-CA-19
EQ-CA-09
EQ-RY-37
EQ-CA-03
EQ-CA-05
EQ-CA-04
EQ-CA-06
EQ-CA-07
EQ-CA-01
EQ-CA-02
EQ-CA-08
EQ-RY-03
EQ-RY-06
EQ-RY-04
EQ-RY-07
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R22 #51
R22 #56
R22 #53
R22 #55
R22 #57
R22 #58
R22 #59
R22 #60
LAB-2F #7
TISSUE CULTURE
(MAMMALIAN)
276B
TISSUE CULTURE
(BACTERIAL)
276C
GLASSWASH
276A
LAB WRITE-UP
260
LAB WRITE-UP
269
OPEN RESEARCH
LAB
276
iCVD ROOM
276D
Room
254
Room
256
Room
267
CO2 CLOSET
200JA
ELECTRICAL
200UA
PLUMBING
200UB
ACCESSIBLE
RESTROOM
200TC
LAB-2F #33
LAB-2F #35
LAB-2F #39
LAB-2F #37
LAB-2F #38
LAB-2F #36
LAB-2F #34
LAB-2F #41
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L5-20R
LAB-2F #32
1010 101012 12 12 121214 14 14 161416
16
16
4040
1
OPEN RESEARCH
LAB
276
LAB-2F #17
5
LAB-2F #13,15,17
E6.00
2
E6.00
2
E6.00
2
E6.00
2
E6.00
2
E6.00
2
E6.00
2
LAB-2F #20
R22 #4
R22 #1
R22 #2
D4B #13,15,17
LAB-2F #19 LAB-2F #8
LAB-2F
#10,12,14
LAB-2F
#16
LAB-2F #40
480V, 50A, 3P TO
'D4B' IN BASEMENT
LAB-2F #2,4,6
LAB-2F #1
LAB-2F #18 LAB-2F #11
OPEN RESEARCH
LAB
276
R22 #79
XL
R22 #17
2
R22 #5
80
82
84
R22 #80,82,84
2
2
2
22
2
1313
?
22
2
2
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E3.20
29313.00
11/30/18
LEVEL 2 - ELECTRICAL
POWER PLAN
1/4" = 1'-0"1 ELECTRICAL PLAN - LEVEL 2 PHASE 1
ELECTRICAL KEY NOTES - DISTRIBUTION LEVEL 2
KEY NOTE DESCRIPTION
1 PROVIDE ALARM CONNECTION BETWEEN CO GAS CABINET AND
EXISTING GAS MONITORING SYSTEM. INCLUDE ALL DESIGN
SERVICES, DOCUMENTATION, HARDWARE AND WIRING. WORK SHALL
BE PERFORMED BY HALLAM ICS IN ACCORDANCE WITH CORNELL
REQUIREMENTS.
2 RECEPTACLE TO BE INSTALLED ABOVE THE LEVEL OF THE UPPER
SHELF FOR LIGHTING FIXTURE.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
2
2
2
2
2
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
JFH
JFH
G
22
2JFH
34
G G2JFH
J FH
J FH
TVJ
FCU
3
FCU
52EQ-NA-10
EQ-NA-46
EQ-NA-43
EQ-NA-43
EQ-NA-45
EQ-NA-44
EQ-NA-02
EQ-NA-34
EQ-NA-08
EQ-NA-09
EQ-NA-07
EQ-NA-49
EQ-NA-48
EQ-NA-47
EQ-NA-19
EQ-NA-11
EQ-NA-12
EQ-NA-13
EQ-NA-21
EQ-NA-20
EQ-NA-26
EQ-NA-36
EQ-NA-50
EQ-NA-32
EQ-NA-06
EQ-NA-18
EQ-NA-33
EQ-NA-04
EQ-NA-05
EQ-NA-01EQ-NA-40EQ-NA-38EQ-NA-37EQ-NA-42EQ-NA-42EQ-NA-42EQ-NA-16
EQ-NA-16
EQ-NA-16
EQ-NA-14
EQ-NA-14
EQ-NA-15
EQ-NA-24
EQ-NA-23
EQ-NA-22 EQ-NA-41EQ-NA-03
2
2
2
2 2 2
2
2
2
2 2
21 3 4
6 7 8
5
Q
P
R
S
T
O
U
S1
R1
4A
Q1
5.1
SCOPE OF WORK
R23 ELAB-3B
66
68
68
68
65
65
65
67
65
67
71
71
222
4
4
4
4
6 8 8
6 10 10 6 76
13
13
13
15
6
23 25
27
37
37
35
38
35
35
40
2
R23 #41
R23 #42
R23 #43
R23 #44
R23 #45
R23 #46
R23 #47
R23 #48
R23 #61
R23 #62
R23 #63
R23 #64
R23 #57
R23 #58
R23 #59
R23 #60
R23 #53
R23 #54
R23 #55
R23 #56
R23 #49
R23 #50
R23 #51
R23 #52
RESEARCH LAB
367
SUPPORT 1
367D
LAB WRITE-UP
362
E-BEAM
DEPOSITION ROOM
367F
LAB EQUIPMENT
367E
SUPPORT 2
367C
FLUORESCENCE
MICROSCOPE
367A
STAIRS
300SA
Room
354
Room
356
PURE WATER
CLOSET
300JA
ELECTRICAL
300UA PLUMBING
300UB
Room
358
CONFERENCE
ROOM
360
L5-20R
L5-20R
E6.00
2
E6.00
2
E6.00
2
E6.00
2
E6.00
2
E6.00
2
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
L5-20R
36
R23 #36
6
12
12
12
66
66
R23 #3
R23 #66,68
76
76
R23 #8,10,12
R23 #1
R23 #7
RESEARCH LAB
367
RESEARCH LAB
367
RESEARCH LAB
367
R23 #9 L5-20R
R23 #11 L5-20R
70
70
72
7272
R23 #13
R23 #76
R23 #2,4,6
R23 #15
R23 #65,67,71
67
71
LAB-3F
70
38
37
2
R23 #37
2
66
2
81
81
8181
15
2
15 15
2
2
72
72
2
70
70
37
LIGHT SCATTERING
367B
IDF
355
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E3.30
29313.00
11/30/18
LEVEL 3 - ELECTRICAL
POWER PLAN
1/4" = 1'-0"1 ELECTRICAL PLAN - LEVEL 3 PHASE 1
ELECTRICAL KEY NOTES - POWER
1 MOUNT RECEPTACLES AT 60" AFF
2 RECEPTACLE TO BE INSTALLED ABOVE THE LEVEL OF UPPER SHELF FOR LIGHT FIXTURE
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
T7T5T8*T8*T3*T7ATSATSATSG
16 17
R1
PDP-BB
T-EAST-1
T-EAST-1
MDP
T-ESD-C
ESD-C
LDP-B
DP-B
T-DP-B
T-PDP-BB
Room
B45
Room
B00UD
HEPP-B
3
TOXIC GAS
MONITORING
PANEL
H
24
LEPP-B
HELP-B
HLP-B
LPP-B
Room
B00UR
EXISTING OPT. STANDBY
BUS RISER E-1
EXISTING NORMAL
BUS RISER EAST-1
E-LAB-BB
LAB-BFLAB-BCLPP-B
15
U
14
ELPB1
EEDP
ESDB
EODP
EDPT-E1
ATS-1
ATS-2
ATS-3
Room
B00UP
H
24
HLP-2
HELP-2
LEPP-2 Room
200UR
EXISTING OPT. STANDBY
BUS RISER E-1
EXISTING NORMAL
BUS RISER EAST-1
E-LAB-2B
LAB-2FLAB-2CLPP-2
H
24
LEPP-3
HELP-3
HLP-3
LPP-3
Room
300UR
EXISTING OPT. STANDBY
BUS RISER E-1
EXISTING NORMAL
BUS RISER EAST-1
LAB-3C LAB-3FLPP-3
E-LAB-3B
H
24
HLP-1
HELP-1
LEPP-1
Room
100UR
EXISTING OPT. STANDBY
BUS RISER E-1
EXISTING NORMAL
BUS RISER EAST-1
E-LAB-1B
LAB-1FLPP-1 LAB-1C
LPP-1
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E4.00
29313.00
11/30/18
ELECTRICAL PART
PLANS - SHEET 1
1/4" = 1'-0"2 PART PLAN - LEVEL 0 - ELEC. ROOM B00UD
1/4" = 1'-0"6 PART PLAN - LEVEL 0 - ELEC. ROOM B00UR
1/4" = 1'-0"1 PART PLAN - LEVEL 0 - ELEC. ROOM B00UP
1/4" = 1'-0"4 PART PLAN - LEVEL 2 - ELEC. ROOM 200UR
1/4" = 1'-0"3 PART PLAN - LEVEL 3 - ELEC. ROOM 300UR
ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS
3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS
KEY NOTES - PART PLANS
1 EXISTING DISTRIBUTION PANEL SERVING OPTIONAL STANDBY PANEL WITHIN LEVEL 0 SCOPE OF WORK
2 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK
3 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 NORMAL PANEL WITHIN SCOPE OF WORK
4 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK
5 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 NORMAL PANEL WITHIN SCOPE OF WORK
6 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK
7 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 NORMAL PANEL WITHIN SCOPE OF WORK
8 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK
9 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 NORMAL PANEL WITHIN SCOPE OF WORK
10 EXISTING EMERG. PANEL SERVING LEVEL 0 SCOPE OF WORK
11 NOTE NOT USED
12 EXISTING EMERG. PANEL SERVING LEVEL 2 SCOPE OF WORK
13 EXISTING EMERG. PANEL SERVING LEVEL 3 SCOPE OF WORK
1/4" = 1'-0"5 PART PLAN - LEVEL 1 - ELEC. ROOM 100UR
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
3
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
EF
A.2
EF
A.1
J
G
S1
S1
H
G
17
U
2423
XM
XM
ELP1-401A
ELP2-401
XD
DISCONNECT AND CUT BACK
EXISTING POWER/COMM.
RACEWAYS AND CIRCUITS
ON BOTH SIDES OF THIS WALL
TO ACCOMMODATE WALL DEMO.
DISCONN. AND REMOVE
EXISTING CLOCK RECEPT.
XD
EXISTING POWER/
COMM. RACEWAY
XM
XM
XM
EXISTING 208V
POWER PANEL
EXISTING 208V
POWER PANEL
THIS ROOM IS BEING DEMOLISHED.
DISCONNECT AND REMOVE ALL
EXISTING LIGHTING, CONTROLS,
POWER DEVICES AND CIRCUITS
BACK TO SOURCE
THIS CLOSET IS BEING DEMOLISHED.
DISCONNECT AND REMOVE ALL
EXISTING LIGHTING, CONTROLS,
POWER DEVICES AND CIRCUITS
BACK TO SOURCE
XD
XD
XM XM
XM
XD
XD
XD
XD
XD
XM
XD
XM
XD XD
XM XM
INTERCEPT EXISTING
CIRCUITING AND EXTEND
AND RECONNECT TO
EXISTING CIRCUIT AT
PANELBOARD
3 4 6
R
S
S1
R1
4A
XM
Room
400UC
Room
400SA
ESD-P #7,9,11 ESD-P #1,3,5
ESD-P
XMXMXM
WP
PENTHOUSE-N
#14
PENTHOUSE-N
#13
AHU LIGHTS
VFD
PENTHOUSE-N
EXISTING PANEL EXISTING PANEL
MS MS
VFD VFDVFD
EXHAUST FAN EF-A-1 EXHAUST FAN EF-A-2
XM
WP
H
G
17
U
2423
ELP1-401A
ELP2-401
XMXM XMXM
XM
XM
(EXISTING)
(EXISTING)
Room
400UA
XM XM
XM
XM
XM
XM
XM
XM
XM
XM
3 6
R
S
R1
4A
ESD-P
XMVFD
XM XM
EXISTING PANEL
"PENTHOUSE-N"
EXISTING PANEL
MS
XM XM
MS
H
G
17
U
2423
R1
FC3
XM
XD
XMXM
XM
XM
XM
XM
XD
XN
XR
FC1 FC1
FC2
FC2
FC2 FC2
XN FC1
d
dXM
XD
c
c c
a
b
a
a b
a a
b
XD XD
H
G
17
U
2423
R1
FC1 FC1
FC2
FC2
FC2 FC2
FC1
d
d
a
a a
b
a
b
a
b
b
b
a
a
XL
X1
X1
NEW
NEW XM
XM XM
XM
XM
XM
XM
FC1
XMb
b
a
PROVIDE NEW 2 X 4 PRISMATIC
FLUORESCENT SIMILAR TO
EXISTING . CONNECT TO EXISTING
CIRCUITING.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
E4.01
29313.00
11/30/18
ELECTRICAL - PART
PLANS - SHEET 2
1/4" = 1'-0"1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 SOUTH EXISTING - PART PLAN
1/4" = 1'-0"3 LEVEL 4 ELECTRICAL NORTH NEW WORK - PART PLAN
1/4" = 1'-0"4 LEVEL 4 ELECTRICAL SOUTH NEW WORK PART PLAN
1/4" = 1'-0"2 ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 NORTH EXISTING - PART PLAN
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
1/4" = 1'-0"5 ELECTRICAL LIGHTING PLAN - LEVEL 4 EXISTING PART PLAN
1/4" = 1'-0"6 ELECTRICAL LIGHTING PLAN - LEVEL 4 PART NEW PLAN
3 3
DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659
1/4/2019
NEW DRY TYPE
TRANSFORMER
250AT
200AT
250AT
200AT
250AT
200AT
250AT
200AT
208/120V, 3Φ, 4W
DISTRIBUTION
PANELBOARD
250AT
200AT
250AT
200AT
250AT
200AT
250AT
200AT
EXISTING
600A 208V
DISTRIBUTION
PANEL
EXISTING NORMAL
BUSWAY EAST-1
208/120, 3Φ, 4W
NEW
208/120V, 3Φ, 4W
PANELBOARD
NEW
EXISTING
480V
DISTRIBUTION
PANEL
480/277V, 3Φ, 4W
DISTRIBUTION
PANELBOARD
NEW
480/277V, 3Φ, 4W
DISTRIBUTION
PANELBOARD
NEW
208/120V, 3Φ, 4W
PANELBOARD
NEW
MECH ROOM - B00UA
CORRIDOR
B00CA
T8
NORTH PENTHOUSE 400UC
ELECTRICAL ROOM - BOOUDLEVEL 0
LEVEL 1
LEVEL 2
LEVEL 4
LEVEL 3
ROOF
ELEC. ROOM 300UR
ELEC. ROOM 200UR
ELEC. ROOM 100UR
ELEC. CLOSET
ELEC. CLOSET
NORTH PENTHOUSE 400UC
LEVEL 0
LEVEL 1
LEVEL 2
LEVEL 4
LEVEL 3
ROOF
ELEC. CLOSET 200UA
ELEC. CLOSET
EXISTING RM 274
EXISTING CORR 300UA
EXISTING COLLABORATION 167
EXISTING MECH B00UJ CORRIDOR B00CA ELECTRICAL ROOM - BOOUD
EXISTING CORR 200CA RENOVATED SPACE
ELEC. ROOM 300UR
ELEC. ROOM 200UR
ELEC. ROOM 100UREXISTING CORR 100CH
EXISTING ROOM 300CD
EXISTING MECH
B00UA
RENOVATED SPACE
EXISTING COLLABORATION 167
EXISTING MDP ECB
CB-EAST 1
T-EAST 1
T8
PDB-BA
EXISTING NORMAL POWER DISTRIBUTION
LP-2NB
LP-3NA LP-3NCLAB-3F
LAB-2F LAB-2NCLP-276
PPP-H
LAB -BF
LAB-1F
EXISTING MDP ECB
CB-EAST 1
T-EAST 1
T8
D4BD2B
R22
J
J
LP-2NA LP-2NB
LP-3NB LP-3NCLAB-3F
LAB-2F
DP-B
LP-2NA
LP-3NB
CLEAN CRP-1
CRC-1
DP-B
LP-3NA
STARTERS
TRANSFORMERS
PDB-BA
LAB-1F
PDP-BB
T7
PPP-H
LAB -BFPDP-BB
T7
ELECTRICAL KEY NOTES LEVEL 0 DISTRIBUTION
KEY NOTE DESCRIPTION
01
02
EXISTING PANELBOARDS CLEAN, CRP-1, CRC-1, AND TRANSFORMERS AND FEEDERSTO BE
REMOVED.
EXISTING PANELBOARDS LAB-BF, DP-B AND PDP-BB TO REMAIN.
ELECTRICAL KEY NOTES LEVEL 1 DISTRIBUTION
11 EXISTING PANELBOARD LAB-1F TO REMAIN.
ELECTRICAL KEY NOTES LEVEL 4 DISTRIBUTION
31
32
EXISTING PANELBOARD LAB-3F TO BE RELOCATED.
EXISTING PANELBOARD LP-3NA,LP-3NB AND LP-3NC TO REMAIN.
ELECTRICAL KEY NOTES LEVEL 2 DISTRIBUTION
21
22
23
EXISTING PANELBOARD LAB-2F BE RELOCATED.
EXISTING PANELBOARDS LP-2NA,LP-2NB AND LAB-2NC TO REMAIN.
EXISTING PANELBOARDS LP-276 AND FEEDERS TO BE REMOVED.
ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION
KEY NOTE DESCRIPTION
21 INTERCEPT EXISTING PANELBOARD E-LAB-2F FEEDER AND EXTEND TO NEW PANELBOARD
LOCATION. NEW FEEDER TO MATCH EXISTING.
ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION
31 INTERCEPT EXISTING PANELBOARD E-LAB-3F FEEDER AND EXTEND TO NEW PANELBOARD
LOCATION. NEW FEEDER TO MATCH EXISTING.
NEW NORMAL POWER DISTRIBUTION
T8 T8
ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION
01 PROVIDE NEW 600A-3P CIRCUIT BREAKER IN EXISTING WITCH BOARD MDP TO SERVE NEW
FEEDER.
R23
225Y
D42
150Y225Y
600Y
4#250KCMIL AL
1#4G AL IN 2 1/2"C
4#250KCMIL AL
1#4G AL IN 2 1/2"C
4#250KCMIL AL
1#4G AL IN 2 1/2"C
4#250KCMIL AL
1#4G AL IN 2 1/2"C
01
01 01
01
02 02 02
11
22
31 32 32 32
23
21
31
21
22 22
01
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
N.T.S
E5.00
29313.00
11/30/18
ELECTRICAL NORMAL
POWER RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
4#1/0 AL&1#6 AL, 1 1/2"C
01
11
21
31
12
22
32
41
02
21
31
250AT
100AT
250AT
100AT
250AT
100AT
250AT
100AT
250AT
100AT
250AT
100AT
250AT
100AT
ELAB-1B
NORTH PENTHOUSE 400UC
TRANSFER SWITCH ROOM - BOOUP
ELEC. ROOM 400UR
LEVEL 0
LEVEL 1
LEVEL 2
LEVEL 4
LEVEL 3
ROOF
ELEC. ROOM 300UR
ELEC. ROOM 200UR
ELEC. ROOM 100UR
ELECTRICAL CLOSET
ELECTRICAL CLOSET
NORTH PENTHOUSE 400UC
MECHANICAL ROOM 403
LEVEL 0
LEVEL 1
LEVEL 2
LEVEL 4
LEVEL 3
ROOF
EXISTING CORRIDOR 300CA
EXISTING CORRIDOR 200CA
EXISTING COLLABORATION 167
OPEN RESEARCH LAB 276
EXISTING CORRIDOR B00CA TRANSFER SWITCH ROOM - BOOUP
ELECTRICAL CLOSET
SUPPORT 1 367D
EXISTING COLLABORATION 167
ELEC. ROOM 400UR
ELEC. ROOM 300UR
ELEC. ROOM 200UR
ELEC. ROOM 100UR
ELEC. ROOM B00UR ELEC. ROOM B00UR
ELECTRICAL CLOSET
ELECTRICAL CLOSET
ELECTRICAL CLOSETCORRIDOR
CORRIDOR
CORRIDOR
EXISTING CORRIDOR B00CA
ATS 2 ATS 3ATS 1
ECB
CB-E1
T-E1
EMERGENCY
BUS RISER
"E1"
ESD-BEEDPEDP
T7
EODP
ESD-P
TO A 400
KW/500KVA
OUTDOOR
GENERATOR
E-LAB-3B
ELAB-2B
EXISTING OPTIONAL STANDBY DISTRIBUTION
BRANCH #3
EXISTING OPTIONAL STANDBY DISTRIBUTION
BRANCH #2
EXISTING EMERGENCY DISTRIBUTION
BRANCH #1
ELAB-BB
KEY NOTE DESCRIPTION
01 EXISTING PANELBOARDS E-LAB-BB TO REMAIN.
11 EXISTING PANELBOARDS E-LAB-1B TO REMAIN.
ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION
21 EXISTING PANELBORD E-LAB-2B TO BE REMOVED AND RELOCATED TO ACCOMMODATE
THE RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING.
31 EXISTING PANELBORD E-LAB-3B TO BE REMOVED AND RELOCATED TO ACCOMMODTE THE
RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING.
ATS 2 ATS 3ATS 1
ECB
CB-E1
T-E1
EMERGENCY
BUS RISER
"E1"
ESD-BEEDPEDP
T7
EODP
TO A 400
KW/500KVA
OUTDOOR
GENERATOR
ELAB-BB
ESD-P
EXISTING EMERGENCY POWER DISTRIBUTION
ELAB-1B
HELP-3
HELP-2
HELP-1
HELP-4
EXISTING PANELBOARD HELP-1 TO REMAIN AND REUSED TO SUPPLY THE NEW
RENOVATED SPACE.12
EXISTING PANELBOARD HELP-2 TO REMAIN AND REUSED TO SUPPLY THE NEW
RENOVATED SPACE.22
EXISTING PANELBOARD HELP-3 TO REMAIN AND REUSED TO SUPPLY THE NEW
RENOVATED SPACE.32
ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION
ELECTRICAL KEYNOTES LEVEL 1 DISTRIBUTION
ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION
ELECTRICAL KEYNOTES LEVEL 4 DISTRIBUTION
EXISTING PANELBOARD HELP-4 TO REMAIN AND REUSED TO SUPPLY THE NEW
RENOVATED SPACE.41
KEY NOTE DESCRIPTION
21 INTERCEPT EXISTING PANELBOARD E-LAB-2B FEEDER AND EXTEND TO NEW
PANELBOARD LOCATION. NEW FEEDER TO MATCH EXISTING.
31 INTERCEPT EXISTING PANELBOARD E-LAB-3B FEEDER AND EXTEND TO NEW PANELBOARD
LOCATION. NEW FEEDER TO MATCH EXISTING.
HELP-B
EXISTING PANELBOARD HELP-B TO REMAIN AND REUSED TO SUPPLY THE NEW
RENOVATED SPACE.02
EXISTING OPTIONAL STANDBY DISTRIBUTION
BRANCH #3
EXISTING OPTIONAL STANDBY DISTRIBUTION
BRANCH #2
EXISTING EMERGENCY DISTRIBUTION
BRANCH #1
E-LAB-3B
ELAB-2B
J
J
HELP-3
HELP-2
HELP-1
HELP-4
HELP-B
ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION
ELECTRICAL KEYNOTES LEVEL 23DISTRIBUTION
NEW EMERGENCY POWER DISTRIBUTION
4#1/0 AL&1#6 AL, 1 1/2"C
208/120, 3Φ, 4W
208/120V, 3Φ, 4W
480/277V, 3Φ, 4W
208/120, 3Φ, 4W
208/120, 3Φ, 4W
4#1/0 AL&1#6 AL, 1 1/2"C
4#1/0 AL&1#6 AL, 1 1/2"C
208/120, 3Φ, 4W
208/120V, 3Φ, 4W
208/120V, 3Φ, 4W 480/277V, 3Φ, 4W
480/277V, 3Φ, 4W
480/277V, 3Φ, 4W
480/277V, 3Φ, 4W
480/277V, 3Φ, 4W
480/277V, 3Φ, 4W
480/277V, 3Φ, 4W208/120, 3Φ, 4W
480/277V, 3Φ, 4W 480/277V, 3Φ, 4W208/120, 3Φ, 4W
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
N.T.S
E5.01
29313.00
11/30/18
ELECTRICAL
EMERGENCY POWER
RISER DIAGRAMS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
SCALE:
ELEVATION
PLAN VIEW
SCALE:
FUME HOOD WIRING DETAIL
NONE
TYPICAL LAB BENCH AT WALL POWER AND DATA DETAIL
NTS
SCALE:
TYPICAL OVERHEAD SERVICE WIREMOLD DETAIL2
NONE
K.S K.S
J
LIGHT FIXTURESEE NOTE #1
DUPLEX RECEPTACLE
(TYPICAL)
LIGHT SWITCH
SEE NOTE #3
ELEVATION
3 1
FLUSH WALL
MOUNTED
RECEPTACLE
SURFACE
MOUNTED
RACEWAY
LAB
EQUIPMENT
OUTLET
CEILING
FLOOR
1.
3.
2.
4.
PROVIDE (2) CIRCUITS AS SHOWN ON FLOOR PLANS. ONE CIRCUIT SHALL BE WIRED TO
LIGHT FIXTURE AND THE OTHER TO RECEPTACLES.
RUN ALL WIRING CONCEALED.
JUNCTION BOX SIZE AS REQUIRED, BEHIND HOOD IN WALL. VERIFY & COORDINATE
EXACT LOCATION IN THE FIELD.
ALL EQUIPMENT SHOWN (LIGHT FIXTURE, SWITCH AND RECEPTACLES) FURNISHED AS
PART OF HOOD. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING AND
CONDUIT TO MAKE FINAL CONNECTIONS.
NOTES:
COMMUNICATION
CHANNEL. REFER TO
T SERIES DRAWINGS
WIREMOLD AL4800
2 CHANNEL MULTI
OUTLET ASSEMBLY
L5-20R FOR 2
CIRCUIT BENCH
POWER TYPICAL
FLUSH WALL
MOUNTED
DATA OUTLET
10
10
55331
1
C
PB-3-AD7-2,4,6
20A-3P
SURFACE MOUNTED
RACEWAY
MOUNTED ABOVE LAB BENCH
RECEPTACLES AND/OR DATA OUTLETS
INTEGRAL TO SURFACE MOUNTED
RACEWAY
WALL
RECEPTACLES AND/OR DATA OUTLETS
FLUSH MOUNTED WITHIN WALL ABOVE
SURFACE MOUNTED RACEWAY
LAB
EQUIPMENT
OUTLET
MOUNTED 18"
AFF UNLESS
OTHERWISE
NOTED.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
12" = 1'-0"
E6.00
29313.00
11/30/18
ELECTRICAL DETAILS
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
SCALE:SCALE:SCALE:
LVD
LVD
LVD
LVD
TYPICAL CONFERENCE ROOM - LIGHTING CONTROL DIAGRAM6
NONE
TYPICAL LAB WRITE-UP - LIGHTING CONTROL DIAGRAM3
NONE
TYPICAL SUPPORT EQUIP. ROOM - LIGHTING CONTROL DIAGRAM5
NONE
LIGHTING CONTROL RISER DIAGRAM1
NONESCALE:
ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE.
SEE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL.
TEST ALL CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER.
VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL
ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING.
ALL LOW VOLTAGE COMMUNICATION CABLE & HARDWIRE LOW
FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT.
RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS
CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR
CONFIGURATIONS ALLOWED WITHOUT POWER SUPPLY REPEATERS.
FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T"
CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN
FOR THE INSTALLATION ENVIRONMENT OR CONDITIONS ON SITE.
INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT
ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND
A.
B.
C.
D.
E.
FOR PROPER SYSTEM OPERATION, BASED ON THE ACTUAL NUMBER
ADDITIONAL POWER OR DATA REPEATING DEVICES MAY BE REQ'D
AND DISTANCE OF DEVICES TO BE INSTALLED ON CAT-5 DATA LINE.
F.
G.
2
3
4
5
6
7
8
9
10
1
R1
D1
R2
D2
OUTIN
A:F1 N:03
a On/Off
Ramp Up Ramp Dn
PS-IN
6
8
3 1
1
R1
D1
R2
D2
A:F1 N:04
a On/Off
Ramp Up Ramp Dn
PS-IN
PS-IN
OUTIN
1
1
6
8
3
1010
R1
D1
A:F1 N:07
a On/Off
Ramp Up Ramp Dn
OUTIN
1
1
6
3
10
CAT-5E DATA CABLE
NOT USED
PHOTOCELL CONTROLLER & REMOTELY MOUNTED
SENSOR HEAD. PROVIDE 3-#18 AWG MIN. FROM SENSOR TO CONTROLLER.
EMERGENCY POWER AND CONTROL ULO924 BYPASS RELAY
LOW VOLTAGE DIMMER STATION
DIMMER REMOTE RELAY
CAT-5E CONNECTED W/0-10VDC DIMMING CONTROL
NOT USED
EVO DISTRIBUTED CONTROL PANEL
SELECTABLE LIGHTING APPLICATION (A) FOR 16 PRE-PORGRAMMED APPLICATIONS
RELAY CONTROL PANEL
R40-1,2&3 POLE RELAY AS LISTED.
GENERAL NOTES
DEVICES MAY COME UNIQUELY PRE-ADDRESSED AND ARE LOCATION
SPECIFIC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY
LOCATE DEVICES.
REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.
REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.
a
6
b
R4
D4 EPC-2
7
KEY NOTES
REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.
Node: 01
OUT
Panel
OUTIN
A:F1 N:02
OUTIN
A:F1 N:02
OUTIN
A:F1 N:02
OUTIN
A:F1 N:02
OUTIN
A:F1 N:02
OUTIN
A:F1 N:02
2ND FLOOR
3RD FLOOR
1
1 1 1
1 1 1
1
TO NEXT
CONTROLLER
TO NEXT
CONTROLLER
3 3 3
3 3 3
277V
2.RELAY FOR AUTOMATIC RECEPTACLE CONTROL FOR ELECTRIFIED FURNITURE. QUANTITY OF
REQUIRED RELAYS SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR N THE FIELD.
(1) PANEL CAN CONTROL A
MAXIMUM OF (2) INDEPENDENT
ROOMS.
(1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS.2.
(1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS.2.
B
SPACE TYPE
C
SPACE TYPE
C
SPACE TYPE
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
2
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
In:1 Out:1
In:2 Out:2
In:3 Out:3
In:4 Out:4
PS:1
PS:2
Local LS
1 1
5
1 1 1 1
5 5
CEILING MOUNTED MOTION SENSOR 3#18AWG TO 24VDC POWERED
INPUT IN PANEL.
P1
P1
S2 S2
S1
FLOOR PLAN
SYMBOL
(TYPICAL)
FLOOR PLAN
SYMBOL
(TYPICAL)
A
RESEARCH
B
C
WRITE UP
CONFERENCE
D
BREAK OUT AREA SEQUENCE: OVERHEAD LIGHTS ARE TURNED ON MANUALLY VIA A SWITCH.
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST:THE LIGHTS ARE CONTROLLED WITH AN ON/OFF DIMMING SWITCH AT THE ENTRANCE.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN OFF AFTER THE SPACE HAS BEEN VACANT FOR 20 MINUTES.
E
LIGHTING CONTROL INTENT SCHEDULE
DIGITAL LIGHTING POWER PACK
WITH MANUAL SWITCH, CEILING
SENSOR.
DIGITAL LIGHTING POWER PACK
WITH MANUAL SWITCH, CEILING
SENSOR, AND PHOTOCELL
PUBLIC
RESTROOM
DIGITAL LIGHTING POWER PACK
WITH MANUAL SWITCH AND
CEILING SENSOR
SEQUENCE: ALL LIGHTS ARE TURNED ON MANUALLY VIA SWITCH AND MANUALLY TURNED OFF VIA SWITCH OR VACANCY SENSOR.
ON: THE LIGHTS ARE MANUALLY TURNED ON.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN OFF AFTER THE SPACE HAS BEEN VACANT FOR 20 MINUTES .
DIGITAL LIGHTING POWER PACK
WITH MANUAL SWITCH, CEILING
SENSOR, AND PHOTOCELL
SEQUENCE:EQUIPMENTROOM TYPESPACE
TYPE
SEQUENCE: MANUAL ON/OFF AND DIMMING
ON: THE LIGHTS ARE MANUALLY TURNED ON
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE DESIGNATED ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES.
SEQUENCE: MANUAL ON/OFF AND DIMMING
ON: THE LIGHTS ARE MANUALLY TURNED ON
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE PERIMETER LIGHTS AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES.
LAB SUPPORT
EQUIPMENT
ROOMS
DIGITAL LIGHTING POWER PACK
WITH MANUAL SWITCH, CEILING
SENSOR
SEQUENCE: MANUAL ON/OFF AND DIMMING
ON: THE LIGHTS ARE MANUALLY TURNED ON
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
2
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
N.T.S
E7.00
29313.00
11/30/18
LIGHTING FIXTURE
SCHEDULES &
CONTROLS
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MOUNTING MANUFACTURER MODEL DIMMING VOLTAGE TOTAL
WATTAGE
POWER
FACTOR
LUMENS
OUTPUT
COLOR
TEMP.LAMP COMMENTS
DWA WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
DWA 4 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
DWA 9 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
DWB WALL MOUNTED LED VANITY SCONCE WALL EUREKA 3540-23-LED-35-XXX-DV-TBD Yes 277 V 10 0.9 898 lm 35000 K LED SEE ARCHITECTURAL SPECIFICATIONS
LPA-10 LINEAR DIRECT/INDIRECT LED PENDANT PENDANT FINELIGHT HP-2-ID-VARIES-B-H-835-F-F-96LG-XXX-DC-FA-TBD Yes 277 V 117 0.9 11080 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
LPB 3 SPOKE DIRECT/INDIRECT LED LINEAR
PENDANT
PENDANT FLUXWERX PSI-B-D-A-35-TBD-S3-S-E1-XXX-VARIES Yes 277 V 9 0.9 3500 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
LS1 LED LINEAR STRIP PENDANT LAMAR LIGHTING CAL 48 H 35 LENSED Yes 277 V 47 0.9 5040 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
PA CYLINDER LED PENDANT PENDANT GOTHAM LIGHTING ICO-CYL-35/10-2AR-LSS-XXX-UGZ-TBD-DWHG Yes 277 V 13 0.9 1000 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RA LED RECESSED DOWNLIGHT RECESSED GOTHAM LIGHTING ICO-35/10-2AR-LSS-XXX-UGZ-TRW Yes 277 V 13 0.9 1000 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLA 6 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLA 8 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLA 10 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 92 0.9 8220 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLA 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-V-835-F-277-SC-TZ4 Yes 277 V 110 0.9 9864 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLA 16 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 150 0.9 1315 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLB 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-B-835-F-277-SC-SF Yes 277 V 55 0.9 5076 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLC-8 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLC-12 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLC-22 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS
RLD-8 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-XXX-SC-TZ4 Yes 277 V 29 0.9 2688 lm 3000 K LED SEE ARCHITECTURAL SPECIFICATIONS
X1 EXIT SIGN SURFACE No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH
FLOOR PLANS
X2 POLYCARBONATE EXIT SIGN UNIVERSAL COOPER LPX-6 No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH
FLOOR PLANS. COORDINATE MOUNTING KIT
WITH FLOOR PLANS.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
2
DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
MMRMCMIPCTIPCRDCCTDCCR#EcMBFFJFFPFFPCOABDAABDADACTFSRUcFSRUFXcFcMICRMDKBISJBRTSRTPRPSRAIPRNGAPFFSCPFATCFACUFAADARTDARRDACRADSPAFXFNOT ALL SYMBOLS USED FOR THIS PROJECTSYMBOLS - GENERAL NOTEMONITOR MODULERELAY MODULECONTROL MODULESYMBOLS - INTERFACE MODULESINTERNET PROTOCOL COMMUNICATION TRANSMITTERINTERNET PROTOCOL COMMUNICATION RECEIVERDIGITAL CELLULAR COMMUNICATION TRANSMITTERDIGITAL CELLULAR COMMUNICATION RECEIVERSYMBOLS - MANUAL INITIATING DEVICES AND CONTROLSMANUAL PULL STATION (CONVENTIONAL) - EMERGENCY ALARM (HAZMAT)SYMBOLS - GENERAL ANNOTATIONSYMBOLS - WIRED FIRE FIGHTER COMMUNICATION SYSTEMSFIRE FIGHTER'S PHONE PLUG-IN PHONE JACKFIRE FIGHTER'S PHONE HANDSETFIRE FIGHTER'S PHONE CONTROLLER / HANDSET - PRIORITY COMMANDLOCATIONSYMBOLS - RADIO PES COMMUNICATIONS ENHANCEMENT SYSTEMSOMNI DIRECTIONAL ANTENNABI-DIRECTIONAL RADIO SIGNAL AMPLIFIER ALARM PANELBI-DIRECTIONAL RADIO SIGNAL AMPLIFIERAUDIBLE ALARM BELLBASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR - CEILING MOUNTBASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR - WALL MOUNTCONVENTIONAL FIXED TEMPERATURE HEAT DETECTOR (t = ACTIVATIONTEMPERATURE)CONVENTIONAL PHOTOELECTRIC SMOKE DETECTORSYMBOL - CONVENTIONAL SPOT-TYPE FIRE DETECTORSBASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - W/ SOUNDER BASEVISUAL FLASHING BEACONCOMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE -CLNG MOUNTCOMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE -WALL MOUNTAUDIBLE & INTELLIGIBLE SPEAKER - WALL MOUNTAUDIBLE & INTELLIGIBLE SPEAKER - CLNG MOUNTCOMBINATION AUDIBLE HORN / VISUAL STROBE - CLNG MOUNTCOMBINATION AUDIBLE HORN / VISUAL STROBE - WALL MOUNTVISUAL STROBE - CLNG MOUNTVISUAL STROBE - WALL MOUNTSYMBOLS - NOTIFICATION APPLIANCESAUDIBLE HORN - WALL MOUNTAUDIBLE HORN - CLNG MOUNTCOMBINATION ULTRAVIOLET / INFRARED SPECTRUM FLAME DETECTORINFRARED SPECTRUM FLAME DETECTORULTRAVIOLET SPECTRUM FLAME DETECTORBASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR -WALLMOUNTBASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR -CLNGMOUNTBASIC SYMBOL FOR SMOKE ALARM - CEILING MOUNTBASIC SYMBOL FOR SMOKE ALARM - WALL MOUNTSINGLE / MULTIPLE STATION COMBINATION SMOKE / CO ALARMSINGLE / MULTIPLE STATION SMOKE ALARMSYMBOLS - SINGLE / MULTIPLE STATION SMOKE ALARMSSYMBOLS - SYSTEM SPOT-TYPE FIRE DETECTORSSYMBOLS - SPECIAL TECHNOLOGY FIRE DETECTORSPHOTOELECTRIC SMOKE DETECTORCOMBINATION AIR SAMPLING SMOKE / H2 DETECTORCOMBINATION AIR SAMPLING SMOKE / CO DETECTORMULTI-CRITERIA PHOTOELECTRIC SMOKE / FIXED TEMP HEAT / CODETECTOR (t = ACTIVATION TEMPERATURE OF THERMAL ELEMENT)COMBINATION PHOTOELECTRIC SMOKE / CO DETECTORCOMBINATION PHOTOELECTRIC SMOKE / FIXED TEMP HEAT DETECTOR (t= ACTIVATION TEMPERATURE OF THERMAL ELEMENT)FIXED TEMPERATURE / RATE OF RISE HEAT DETECTOR (t = ACTIVATIONTEMPERATURE OF FIXED TEMP THERMAL ELEMENT)SINGLE-END OPTICAL BEAM SMOKE DETECTOR (REFLECTOR PANEL)END-TO-END OPTICAL BEAM SMOKE DETECTOR (RECEIVER UNIT)SINGLE-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER /RECEIVER UNIT)BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - WALL MOUNTBASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - CLNG MOUNTAIR SAMPLING SMOKE DETECTOREND-TO-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER UNIT)PHOTOELECTRIC SAMPLING-TUBE DUCT SMOKE DETECTORPHOTOELECTRIC IN-DUCT SMOKE DETECTORDIGITAL ALARM COMMUNICATOR TRANSMITTERFIRE SUPPRESSION RELEASING CONTROL UNIT (CONVENTIONAL)FIRE SUPPRESSION RELEASING CONTROL UNITMANUAL PULL STATION (CONVENTIONAL) - FIRE SUPPRESSION SYSTEMRELEASEFIRE ALARM MANUAL PULL STATION (CONVENTIONAL)EMERGENCY VOICE MICROPHONE MODULEMAGNETIC DOOR HOLDERKEY BOXISOLATION MODULEJUNCTION BOXEND OF LINE RESISTORREMOTE TEST SWITCHROOM TEMPERATURE SWITCHREMOTE POWER SUPPLYREMOTE ALARM INDICATORPRINTERMUNICIPAL MASTER BOXGRAPHIC ANNUNCIATOR PANELFIRE FIGHTER'S SMOKE CONTROL PANELFIRE ALARM TERMINAL CABINETFIRE ALARM CONTROL UNIT (# = NODE DESIGNATION)FIRE ALARM REMOTE ANNUNCIATORDIGITAL ALARM RADIO TRANSMITTERDIGITAL ALARM RADIO RECEIVERDIGITAL ALARM COMMUNICATOR RECEIVERAIR SAMPLING SMOKE DETECTOR POWER SUPPLYSYMBOLS - EQUIPMENT & COMPONENTSMANUAL PUSH BUTTON - FIRE SUPPRESSION SYSTEM ABORTMANUAL PULL STATION - FIRE SUPPRESSION SYSTEM RELEASEFIRE ALARM MANUAL PULL STATIONABBREVIATIONS A AMPERESACT ACOUSTICAL CEILING TILEAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAHJ AUTHORITY HAVING JURISDICTIONARCH ARCHITECTAWG AMERICAN WIRE GAUGEBLDG BUILDINGCL CENTER LINECMU CONCRETE MASONRY UNITCO CARBON MONOXIDECONT CONTINUATIONDWG DRAWINGELEC ELECTRICALELEV ELEVATIONEX EXISTINGFT FEETGALV GALVANIZEDGND GROUNDGWB GYPSUM WALL BOARDHAZMAT HAZARDOUS MATERIALMAX MAXIMUMMIN MINIMUMMECH MECHANICALMISC MISCELLANEOUSM METERSMM MILLIMETERSNA NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNRTL NATIONALLY RECOGNIZED TESTING LABORATORYNTS NOT TO SCALEPES PUBLIC EMERGENCY SERVICEQTY QUANTITYSQFT SQUARE FEETSQM SQUARE METERSTEMP TEMPERATURETYP TYPICALV VOLTSW/ WITHWP WEATHER PROOFXP EXPLOSION PROOFABBREVIATIONS - SYSTEMS, EQUIPMENT, AND MATERIALSACU AUTONOMOUS CONTROL UNITAMP AMPLIFIERASSD AIR-SAMPLING SMOKE DETECTORAUX AUXILIARY 24V POWER CIRCUITAVC ANALOG VOICE CIRCUITBDA BI-DIRECTIONAL AMPLIFIERBDAA BI-DIRECTIONAL AMPLIFIER ALARM PANELCAX COAXIAL CABLECOM NETWORK COMMUNICATION CIRCUITDVC DIGITAL VOICE CIRCUITECS EMERGENCY COMMUNICATION SYSTEMEMT ELECTRICAL METALLIC TUBINGEOL END OF LINE RESISTORFACU FIRE ALARM CONTROL UNITFAS FIRE ALARM SYSTEMFATC FIRE ALARM TERMINAL CABINETFMC FLEXIBLE METALLIC CONDUITFMCL LIQUID TIGHT FLEXIBLE METALLIC CONDUITFO FIBER OPTIC CABLEFPL POWER LIMITED FIRE ALARM CABLEFPLP POWER LIMITED FIRE ALARM CABLE - PLENUMFPLR POWER LIMITED FIRE ALARM CABLE - RISERFSRU FIRE SUPPRESSION RELEASING UNITFT FIXED TEMPERATUREGAP GRAPHIC ANNUNCIATOR PANELHLI HIGH LEVEL INTERFACEIDC INITIATING DEVICE CIRCUITIM INTERFACE MODULEJB JUNCTION BOXMC METAL CLAD CABLEMD MAGNETIC DOOR HOLD-OPENMFVN MANAGED FACILITIES-BASED VOICE NETWORKNAC NOTIFICATION APPLIANCE CIRCUITPP PROTECTED PREMISESPRN PRINTERPSTN PUBLIC-SWITCHED TELEPHONE NETWORKRAI REMOTE ALARM INDICATORRCES RADIO COMMUNICATION ENHANCEMENT SYSTEMROR RATE OF RISERMC RIGID METALLIC CONDUITRPS REMOTE POWER SUPPLYRS RELEASING SERVICESLC SIGNALING LINE CIRCUITSPK SPEAKER CIRCUITSTR STROBE CIRCUITTB TERMINAL BLOCKABBREVIATIONS - GENERAL NOTESNOT ALL ABBREVIATIONS USED FOR THIS PROJECTcdwwcdCcdwCcdwCcdcdCASBTBTRBRBRFASASUVIRUVIRtttCOH2COCOCOtzdwgxdwgydwgSECTION NUMBERCONNECT TO EXISTINGDRAWING NUMBERELEVATION NUMBERDRAWING NUMBERDETAIL / PART-PLAN NUMBERDRAWING NUMBERKEY NOTE##AMPAMPLIFIERBATT BATTERY CABINETACEACCESSORY CABINET ENCLOSUREABBREVIATIONS - FAS INTERFACE MODULE / FIRE SUPPRESSION FSA FSRU COMMON ALARM OUTPUT (MM)FSAD FSRU CLEAN AGENT DISCHARGE OUTPUT (MM)FSS FSRU COMMON SUPERVISORY OUTPUT (MM)FST FSRU COMMON TROUBLE OUTPUT (MM)FSWF FSRU WATER FLOW OUTPUT (MM)LPS LOW AIR OR WATER SPRINKLER / STANDPIPE SYSTEM PRESSURE (MM)N2P NITROGEN GENERATOR LOW PURITY (MM)RCA ENERGIZE CLEAN AGENT RELEASING ACTUATOR (RM)RSL ENERGIZE PREACTION SPRINKLER RELEASING SOLENOID (RM)TS SPRINKLER / STANDPIPE VALVE TAMPER SWITCH IN OFF- NORMAL POSITION (MM)TSC CLEAN AGENT ACTUATOR CONTROL HEAD TAMPER SWITCH IN OFF-NORMAL POSITION (MM)WF SPRINKLER / STANDPIPE SYSTEM WATER FLOW (MM)ABBREVIATIONS - FAS / ELECTRIC FIRE PUMP INTERFACESFPCS FIRE PUMP CONNECTED TO STANDBY POWER (MM)FPPL FIRE PUMP POWER PHASE LOSS (MM)FPPV FIRE PUMP POWER PHASE REVERSAL (MM)FPRN FIRE PUMP RUNNING (MM)FPVB FIRE PUMP VFD BYPASS ENGAGED (MM)FPVF FIRE PUMP VFD FAILURE (MM)FPVO FIRE PUMP VFD OVERPRESSURE (MM)ABBREVIATIONS - FAS / DIESEL FIRE PUMP INTERFACESFPET FIRE PUMP ENGINE TROUBLE (MM)FPLF FIRE PUMP LOW FUEL (MM)FPMS FIRE PUMP MAIN SWITCH IN OFF OR MANUAL POSITION (MM)FPRN FIRE PUMP RUNNING (MM)ABBREVIATIONS - FAS / ELEVATOR INTERFACESELAI ACTIVATE "FLASHING HAT" ALARM INDICATOR (RM)ELHV OPEN ELEVATOR HOISTWAY VENT (RM)ELRA RECALL CAB(S) TO ALTERNATE RECALL LEVEL (RM)ELRP RECALL CAB(S) TO PRIMARY RECALL LEVEL (RM)ELSP SHUNT ELEVATOR POWER (RM) ABBREVIATIONS - FAS / HVAC & SMOKE CONTROL INTERFACES@-AFL SMOKE CONTROL FAN ID "@" AIRFLOW VERIFICATION (MM)@-DSC SMOKE CONTROL FAN ID "@" LOCAL POWER DISCONNECT OPEN (MM)@-CL DAMPER / COMPONENT ID "@" IN CLOSED POSITION (MM) @-OP DAMPER / COMPONENT ID "@" IN OPEN POSITION (MM)CL-@ CLOSE DAMPER / COMPONENT ID "@" (RM)FSD FIRE SMOKE DAMPER (RM)OP-@ OPEN DAMPER / COMPONENT ID "@" (RM)STA-@ START HVAC / SMOKE CONTROL FAN ID "@" (RM)STP-@ STOP HVAC / SMOKE CONTROL FAN ID "@" (RM)XDCT CONVENTIONAL DUCT SMOKE DETECTOR ALARM (MM)ABBREVIATIONS - BI-DIRECTIONAL AMPLIFIER INTERFACESBDAC LOSS OF AC POWER (MM)BDAM ANTENNA MALFUNCTION (MM)BDLB LOW BATTERY (MM)BDSM SIGNAL BOOSTER FAILURE (MM)ABBREVIATIONS - CONVENTIONAL INITIATING DEVICESFC CONVENTIONAL FIRE ALARM MANUAL PULL STATION (MM)HDA CONVENTIONAL HEAT DETECTOR ALARM (MM)ABBREVIATIONS - FAS / OTHER SYSTEM INTERFACES@-PW EQUIPMENT ID "@" POWER OFF NORMAL (MM)BMSA FAS COMMON ALARM TO BMS (RM)BMSS FAS COMMON SUPERVISORY TO BMS (RM)BMST FAS COMMON TROUBLE TO BMS (RM)DR RELEASE DOOR(S) (RM)ETLO OVERRIDE ENTERTAINMENT LIGHTING CONTROLS - SET TO FULL "NON EVENT" LIGHTING LEVELS (RM)ETSO OVERRIDE ENTERTAINMENT SOUND CONTROLS - MUTE SOUND (RM)FOP SHUT DOWN FUEL OIL PUMP(S) (RM)GAS ENERGIZE NATURAL GAS SUPPLY SHUTOFF SOLENOID (RM)GENR EMERGENCY / STANDBY GENERATOR RUNNING (MM)PASO OVERRIDE PUBLIC ADDRESS SYSTEM - MUTE SOUND (RM)SECA FAS COMMON ALARM SIGNAL TO SECURITY SYSTEM (RM)SECS FAS COMMON SUPERVISORY SIGNAL TO SECURITY SYSTEM (RM)SECT FAS COMMON TROUBLE SIGNAL TO SECURITY SYSTEM (RM)SYMBOLS - EXISTING EQUIPMENTEXISTING EQUIPMENT DESIGNATION ("EX"):XM EXISTING EQUIPMENT TO REMAIN. WHERE ARCHITECTURAL WORK IS REQUIRED AT DEVICE LOCATION, DISCONNECT, REMOVE AND REINSTALL DEVICE AS NECESSARY TO ACCOMMODATE ARCHITECTURAL WORK. FOR SURFACE MOUNTED RACEWAY, THIS DESIGNATION SHALL INDICATE RACEWAY AND DEVICES TO REMAIN UNLESS OTHERWISE NOTED.XN EXISTING EQUIPMENT TO BE DISCONNECTED, REMOVED AND REPLACED WITH NEW. EXISTING CIRCUIT WIRING AND PATHWAY TO BE MAINTAINED AND REUSED FOR NEW EQUIPMENT CONNECTION.XR EXISTING EQUIPMENT TO NEW "XL" LOCATION. CUT BACK AND/OR EXTEND EXISTING CIRCUIT WIRING AND PATHWAY AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION.XL EXISTING RELOCATED "XR" EQUIPMENT AT "XL" NEW LOCATION. XD REMOVE EXISTING EQUIPMENT. PROVIDE NOTICE TO OWNER OF EQUIPMENT REMOVED. AS DIRECTED BY THE OWNER, BOX REMOVED EQUIPMENT AND RETURN TO THE OWNER AS SPARE INVENTORY. SYMBOLS - NOTIFICATION APPLIANCE ANNOTATIONC = CEILING MOUNTcd = VISUAL STROBE CANDELA OUTPUTw= SPEAKER WATTAGE TAPFACP FIRE ALARM CONTROL PANELArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NONEFA0.0129313.0011/30/18FIRE ALARM - SYMBOLS& ABBREVIATIONS# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
FIRE ALARM SIGNALING AUDIBILITY AND INTELLIGIBILITYFIRE ALARM INSTALLATIONGENERAL REQUIREMENTSFIRE PROTECTION DOCUMENT SUBMITTAL PROCESS1. PREPARE, IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), AFORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING:A. STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION.B. DURATION AND TIMING OF FIRE ALARM SYSTEM SHUTDOWNS.C. NECESSARY PROVISIONS FOR TEMPORARY CIRCUITING CONNECTIONS TO EXISTING DEVICES ANDAPPLIANCES TO REMAIN IN SERVICE.D. PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION.2. COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRESAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR.3. FIRE ALARM SYSTEM OUTSIDE OF WORK AREA: INITIATING DEVICES, OUTPUT FUNCTIONS, AND NOTIFICATIONAPPLIANCES IN AREAS ADJACENT TO THE WORK AREA MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OFCONSTRUCTION. PROVIDE TEMPORARY CIRCUIT CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEWCIRCUITS ARE COMPLETED.4. FIRE ALARM SYSTEM WITHIN WORK AREA: PROTECT EXISTING FIRE ALARM EQUIPMENT, DEVICES, AND APPLIANCESTO REMAIN IN SERVICE WITHIN THE WORK AREA FROM CONSTRUCTION RELATED LIQUIDS, DEBRIS, AND DUSTINFILTRATION. REPLACE WITH NEW EQUIPMENT, DEVICES, OR APPLIANCES THAT ARE CONTACTED BYCONSTRUCTION RELATED LIQUIDS, DEBRIS, DUST OR SIMILAR.5. FIRE ALARM PULL BOXES WITHIN WORK AREA: MAINTAIN MANUAL PULL BOXES AT EXITS WITHIN WORK AREA.REPLACE PULL BOXES WITH NEW AT THE CONCLUSION OF CONSTRUCTION.7. SMOKE AND HEAT DETECTORS WITHIN WORK AREA: PROTECT EXISTING DETECTORS TO REMAIN IN SERVICE WITHINWORK AREA FROM DUST & DEBRIS THROUGHOUT THE DURATION OF CONSTRUCTION.8. FIRE ALARM NOTIFICATION APPLIANCES WITHIN WORK AREA: MAINTAIN NOMINAL AUDIBLE AND VISIBLE SIGNALINGWITHIN THE WORK AREA. AT A MINIMUM, LOCATE COMBINATION SPEAKER / STROBE APPLIANCES AT EACH EXITFROM THE WORK AREA.9. FIRE ALARM INTERFACE MODULES WITHIN WORK AREA: MAINTAIN THE OPERATION OF EXISTING INPUT AND OUTPUTINTERFACE MODULES TO EXISTING EQUIPMENT REMAINING IN SERVICE THROUGHOUT THE DURATION OFCONSTRUCTION.FIRE ALARM SYSTEM IMPAIRMENTS1. PROVIDE TEMPORARY FIXED-TEMPERATURE HEAT DETECTION IN WORK AREAS WHERE THE SPRINKLER SYSTEMWILL BE IMPAIRED FOR LONGER THAN ONE (1) WORKING DAY OR AS OTHERWISE DIRECTED BY THE AUTHORITYHAVING JURISDICTION (AHJ). COORDINATE REQUIREMENTS FOR TEMPORARY HEAT DETECTION WITH DIVISION 21WORK.2. FIXED-TEMPERATURE RATING: 190°F.3. SPACING: SHALL BE IN ACCORDANCE WITH NFPA 72 AND MANUFACTURERS INSTRUCTIONS.4. SUPERVISION: HEAT DETECTION SHALL BE SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM. ACTIVATION OF THEHEAT DETECTION SHALL INITIATE THE BUILDING ALARM SEQUENCE OF OPERATION.5. TEMPORARY HEAT DETECTION SHALL BE TESTED WITH CORNELL EHS AND IFD PRIOR SPRINKLER SYSTEMIMPAIRMENTS.TEMPORARY HEAT DETECTION1. SYSTEM VENDOR SHALL CONFIRM CAPACITY OF EXISTING CIRCUITS / POWER SUPPLIES / AMPLIFIERS IS NOTEXCEEDED BY ADDITION OF NEW NOTIFICATION APPLIANCES VIA VOLTAGE DROP, DB LOSS, AND BATTERYCALCULATIONS OUTLINED IN PROJECT SPECIFICATION.2. WHERE SPACE CAPACITY IS NOT AVAILABLE, PROVIDE NEW CIRCUITS / EQUIPMENT.3. INSTALLING CONTRACTOR SHALL COORDINATE LOCATION OF NEW FIRE ALARM EQUIPMENT IN FIELD AND SHALLPROVIDE NEW DEDICATED 120VAC BRANCH CIRCUITS AS REQUIRED.4. NEW FIRE ALARM EQUIPMENT SHALL BE PROTECTED BY LOCAL SMOKE DETECTION IN ACCORDANCE WITH NFPA 72.WHERE NEW FIRE ALARM EQUIPMENT IS INSTALLED IN AN AREA WITHOUT SMOKE DETECTION, A NEW SMOKEDETECTOR CONNECTED TO THE NEAREST SIGNALING LINE CIRCUIT SHALL BE PROVIDED.FIRE ALARM POWER SUPPLIES / AMPLIFIERSADS#INTELLIGIBILITYREQUIRED?NOTESMEASUREMENTREQUIRED?AUDIBILITYMODEALTERNATE MEANSOF NOTIFICATION?1NOROOMS OR AREASBATHROOMS- PUBLIC TONE -2YESCONFERENCE ROOMS- PUBLIC --3YESCORRIDORS, LOBBIES AND VESTIBULES - PUBLIC --4-5NOELECTRICAL, MECHANICAL, TELE/DATA,AND ELEVATOR EQUIPMENT ROOMS- PRIVATE TONE6-78NOINDIVIDUAL OFFICES- PRIVATE TONE -NOJANITOR, STORAGE ANDTRASH CLOSETS- PRIVATE TONE-YESLOUNGE AREASYES PUBLIC --NOMECHANICAL ROOMS- PRIVATE VISUALNOTES:1. NOT ALL ROOMS OR AREAS ARE USED FOR THIS PROJECT.2. VOICE INTELLIGIBILITY FOR ACOUSTICALLY DISTINGUISHABLE SPACES (ADS) SHALL MEET THE REQUIREMENTS OF NFPA 72, ANNEX D.3. SPEAKER AUDIBILITY FOR PUBLIC, PRIVATE AND SLEEPING AREA MODES SHALL MEET THE REQUIREMENTS OF NFPA 72.MINIMUMWATT TAP(WATTS)1/4 W1/8 W1/4 W1/4 W1/4 W1/4 W1/4 W2 W1. FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED IN DEDICATED CONTINUOUS METAL RACEWAYTHROUGHOUT. COMPLY WITH SPECIFICATIONS FOR APPLICATION OF EMT, IMC, RGS, FMC, AND LFMC.2. MINIMUM CONDUIT SIZE SHALL BE 3/4'' NOMINAL. CONDUIT OR CABLE SHALL BE MARKED WITH RED PAINT OR TAPEEVERY 10 FEET, OR BE RED IN COLOR.3. CONDUITS, CABLES, AND RACEWAY SHALL NOT BE SUPPORTED BY CEILING GRID SYSTEMS. SECURE CONDUITS,CABLES, AND RACEWAYS TO THE BUILDING STRUCTURE.4. FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN EQUIPMENT, DEVICE, ORAPPLIANCE TERMINALS WITHOUT SPLICES.5. T-TAPPING OF ANY FIRE ALARM CIRCUIT IS NOT PERMITTED.6. UNLESS NOTED AS PERMISSIBLE FOR FAIL-SAFE CONTROL CIRCUITS, ADDRESSABLE RELAY MODULES SHALL BELOCATED WITHIN 3 FEET OF THE ASSOCIATED DEVICE OR CIRCUIT BEING CONTROLLED.7. PRIMARY POWER SUPPLY SHALL BE FROM A SEPARATE FUSED CIRCUIT FREE FROM GROUND FAULTS, SHORTS,OPENS, STRAY OR INDUCED VOLTAGE FAULTS, ETC. EACH BREAKER SHALL BE LOCKABLE AND IDENTIFIED AT BOTHTHE POWER PANEL AND THE FACU.8. POWER LIMITED CIRCUITS SHALL NOT BE RUN IN THE SAME RACEWAY AS NON-POWER LIMITED CIRCUITS.1. PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BEABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING ANDCOMPONENT. THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OFTHE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THEMAIN COMPONENTS, AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS ANDMATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL.2. GENERIC PERFORMANCE CRITERIA WIRING DIAGRAMS ARE REPRESENTED BY THE ENGINEERING DRAWINGS. ADAPTDIAGRAM ARRANGEMENT AS NECESSARY TO ACHIEVE SPECIFIED PERFORMANCE WITH FASMANUFACTURER-SPECIFIC TECHNOLOGY .3. SHOP DRAWING SUBMITTAL SHALL INCLUDE CORRESPONDING MANUFACTURER-SPECIFIC WIRING DIAGRAMS FORFAS DEVICES, APPLIANCES, AND INTERFACES TO OTHER PREMISES EQUIPMENT.4. DIVISION 28 WORK INCLUDES WIRING AND TERMINATIONS FROM INTERFACE MODULES TO ASSOCIATED EQUIPMENTTERMINALS.5. COORDINATE VOLTAGE REQUIREMENTS OF CONTROLLED EQUIPMENT WITH THE RATINGS OF THE ASSOCIATED FIREALARM INTERFACE MODULE. PROVIDE INTERPOSING RELAYS WHERE INDICATED OR OTHERWISE REQUIRED.6. MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENTCONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS.7. ALL COMPONENTS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.8. MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL CONDUIT TO BE AS TIGHT TO UNDERSIDE OF DECK ASPOSSIBLE. ALL EXPOSED CONDUIT SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIREDCLEARANCES.9. SYSTEMS SHALL RUN IN A RECTILINEAR FASHION.10. MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORKCOMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY.11. ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, ANDSHALL BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS.12. PROVIDE IDENTIFICATION AT ALL DEVICES, APPLIANCES, MODULES, AND CABINET ENCLOSURES.13. PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATEDFLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS.14. WHEN THE WORK IS NEARING COMPLETION, THE FIRE ALARM CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HERDESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, ANDPREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TOTHE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT.1. THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO SATISFY THE STATE BUILDING CODE REQUIREMENTSFOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY AREINTENDED TO BE USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OFALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. SHOPDRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTIONSYSTEM INSTALLATION PERMITS OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS ARE REQUIRED BY THEAUTHORITY HAVING JURISDICTION.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL INCLUSIVEOF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTIONDOCUMENTS.4. SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIEDDESIGNER AND SHALL INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERINGSEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.5. THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALSPREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING ORRECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALLBE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR.ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NONEFA0.0229313.0011/30/18FIRE ALARM - NOTES &DESIGN CRITERIA# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
FFFFFFF FFFFFF F FFFFFF21346785QPRSTOU9S1R14AQ15.111RoomB00UJRoomB78ARoomB00SARoomB59RoomB54RoomB52RoomB56RoomB55RoomB57RoomB78RoomB77RoomB00UKRoomB00UARoomB00UBRoomB00UCArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA1.0029313.0011/30/18FIRE ALARM - LEVEL 0DEMOGENERAL NOTES:1.REFER TO FA0.02 FOR IMPAIRMENT NOTES.KEY NOTES:REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES ASSOCIATED WITH THE EXISTING PREACTION SYSTEM AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
21346785QPRSTOU9S1R14AQ15.11Room100CKRoom167FRoom100CGRoom100CJRoom167ERoom167CRoom167DRoom168Room170BRoom169Room165BRoom156Room158Room158BRoom167ARoom170ARoom167BRoom160Room100SARoom162Room158ARoom167Room170Room165Room100UARoom100JARoom100UBRoom100CHRoom100UFRoom167GArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA1.1029313.0011/30/18FIRE ALARM - LEVEL 1DEMOGENERAL NOTES:1.REFER TO FA0.02 FOR IMPAIRMENT NOTES.KEY NOTES:REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
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FFFFF F21346785QPRSTOU9S1R14AQ15.1111111Room200SDRoom255ARoom270ARoom275ARoom275Room265CRoom278ARoom258Room275BRoom260Room200SARoom265ARoom252Room254Room256Room260ARoom272Room276Room278Room274Room270Room267Room265BRoom265Room200JARoom200UARoom200UBArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA1.2029313.0011/30/18FIRE ALARM - LEVEL 2DEMOGENERAL NOTES:1.REFER TO FA0.02 FOR IMPAIRMENT NOTES.KEY NOTES:REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
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FFFFF FF21346785QPRSTOU9S1R14AQ15.111111Room365ARoom365DRoom355Room365ERoom365CRoom361Room365FRoom358Room300CDRoom378Room360Room300SARoom375Room362Room377Room352Room354Room356Room365Room379Room365GRoom300JARoom300UARoom300UBArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA1.3029313.0011/30/18FIRE ALARM - LEVEL 3DEMOGENERAL NOTES:1.REFER TO FA0.02 FOR IMPAIRMENT NOTES.KEY NOTES:REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
750.25300.25MMMMRMRMMM21346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1DISCONNECT EXISTING STANDPIPE CONTROL VALVE, VALVE SUPERVISORY WITCH AND RECONNECT TO NEW STANDPIPE CONTROL VALVE.DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE.WORK AREAXMTSXMWFMECHANICALB00UASTP-AHUAFSDFSD-CLArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA2.0029313.0011/30/18FIRE ALARM - LEVEL 0GENERAL NOTES:1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
300.25MM21346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1WORK AREADISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE.XMWFLAB WRITE-UP158LAB WRITE-UP162LAB WRITE-UP160OFFICE158BLAB WRITE-UP170LAB WRITE-UP170ALAB WRITE-UP170BLAB WRITE-UP169OFFICE168OFFICE167ACONFERENCEROOM167BOFFICE167COFFICE167DOFFICE167ERoom100CKRoom167FRoom100CGRoom100CJRoom165BOFFICE152Room100SARoom165Room100UACORRIDOR100CARoom100JARoom100UBCORRIDOR100CHRoom100UFRoom167GOFFICE156COLLABORATION167WORK AREAArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA2.1029313.0011/30/18FIRE ALARM - LEVEL 1GENERAL NOTES:1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
300.25300.25150.25150.25750.25750.25MM300.25F15C0.2515C0.2515C0.2515C0.2515C0.2515C0.25300.25300.25150.25150.2515C0.2515C0.2515C0.2515C0.25RAIRMRMMMMM21346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1WORK AREADISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE.XMWFXMTISSUE CULTURE(MAMMALIAN)276BTISSUE CULTURE(BACTERIAL)276CGLASSWASH276ALAB WRITE-UP260LAB WRITE-UP269OPEN RESEARCHLAB276? ??? ??iCVD ROOM276DCO2 CLOSET200JAELECTRICAL200UAPLUMBING200UBACCESSIBLERESTROOM200TC? ??FSDFSDFSD-CLFSD-CL2ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1/4" = 1'-0"FA2.2029313.0011/30/18FIRE ALARM - LEVEL 2GENERAL NOTES:1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
F300.25150.25150.25300.25300.251515MM15C0.25150.25750.2515C0.25C0.2515C0.2515C0.2515C0.2515C0.2515C0.25RAIRMMM21346785QPRSTOU9S1R14AQ15.121346785QPRSTOU9S1R14AQ15.1DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE.XMWFWORK AREAXMFSDFSD-CLRESEARCH LAB367LIGHT SCATTERING367BSUPPORT 1367DLAB WRITE-UP362E-BEAMDEPOSITION ROOM367FLAB EQUIPMENT367ESUPPORT 2367CFLUORESCENCEMICROSCOPE367ASTAIRS300SARoom352Room354Room356PURE WATERCLOSET300JAELECTRICAL300UAPLUMBING300UBRoom358CONFERENCEROOM360IDF3552ArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NTSFA2.3029313.0011/30/18FIRE ALARM - LEVEL 3GENERAL NOTES:1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. # DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTION2 12/18/18 ADDENDUM 01DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F12/18/2018
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SCALE:SCALE:FIRE ALARM SHOP DRAWING CONTENT REQUIREMENTS2NONE150.5W0.5WC1100.5WC300.5W0.5WC60"MAXEQ EQ48" AFF80"-96" AFFP ULL DO W NFIREO
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O
NO F FFEIRRIEFF I R EA5:36ALARM ELEC RM SMOKE A5:36ALARM NORMTESTAHU-1 SUPPLYWALL-MOUNT DEVICE AND APPLIANCE CRITERIA1NONEFRMRAI3170AWORKROOMIDENTIFY THE NODE NUMBERIDENTIFY THE ADDRESSABLELOOP CARD NUMBERIDENTIFY THE CIRCUIT NUMBERIDENTIFY THE NODE NUMBERADDRESSABLE LOOPCARD NUMBERADDRESSABLE DEVICENUMBERD = DETECTORM = MODULENODE NUMBERFINISHEDFLOORFIRE ALARMNOTIFICATIONAPPLIANCES.REMOTE TEST SWITCHREMOTE ALARMINDICATORFIRE ALARMPULL STATION2" MIN℄2" MIN1305OFFICE1306ELEC1307CLASSROOMFSDN2-L2-23N2-L2-24N2-L2-25N2-L2-26SP1-4ST2-3SP1-1SP1-2ST2-1SP1-3ST2-2SP1-5N2-SP1N2-ST2N2-L2NOTES:1. SHOP DRAWINGS SHALL INCLUDE ALL ADDRESSABLE LOOP WIRING AND ALL NOTIFICATION CIRCUITWIRING. IDENTIFY ALL ISOLATION MODULES, END OF LINE RESISTORS.2. SHOP DRAWINGS SHALL INCLUDE EACH ADDRESS FOR EACH DEVICE ON THE ADDRESSABLE LOOP. ALLMODULES SHALL BE LABELED FOR FUNCTION (I.E. FSD FOR FIRE SMOKE DAMPER, ETC).3. SHOP DRAWINGS SHALL INCLUDE EACH AUDIBLE DEVICE SPEAKER TAP SETTING AND SPEAKER CIRCUITNUMBER.4. SHOP DRAWINGS SHALL INCLUDE EACH VISIBLE DEVICE STROBE SETTING AND NAC CIRCUIT NUMBER.N1-L2-D24SP1-1FIRE ALARM STROBE DEVICE NUMBERINGST1-1ADDRESSABLE DEVICE NUMBERINGSPEAKER DEVICE NUMBERINGSPEAKERCIRCUITDEVICENUMBERSTROBECIRCUITDEVICENUMBERArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477NONEFA6.0129313.0011/30/18FIRE ALARM - DETAILS# DATE DESCRIPTION1 11/30/18 ISSUED FOR CONSTRUCTIONDocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F012/10/2018
SECURITY NOTES
EMERGENCY PANEL TELEPHONE
ENCODER, GUESTROOM LOCKING SYSTEM
4-11/16" SQUARE, 2-1/8" DEEP BOX WITH
DOUBLE GANG PLASTER RING
4-11/16" SQUARE, 2-1/8" DEEP BOX WITH SINGLE GANG
PLASTER RING
SINGLE GANG JUNCTION BOX
REQUEST-TO-EXIT PALM BUTTON (REX)
DOUBLE GANG JUNCTION BOX
THREE GANG JUNCTION BOX
FOUR GANG JUNCTION BOX
4" SQUARE JUNCTION BOX
CR
RX
TS DOOR UNLOCK/LOCK TOGGLE SWITCH
CM
DB DURESS BUTTON ALARM
DOOR CONTACT SWITCH
PUSH BUTTON DOOR CHIMEPB
DELAYED RELEASE EXIT LOCK
ELECTRIFIED LEVER LOCKSET - FAILSAFE -
NORMALLY ENERGIZED - RELEASE ON FIRE ALARM
EL
FS
ELECTRIFIED LEVER LOCKSET - FAIL SECURE -
NORMALLY UNENERGIZED
ELECTRIC LATCH-RETRACTION PANIC HARDWARE
FRONT DESK TERMINAL, GUESTROOM LOCKING SYSTEM
EL
FSE
LR
ID
ID
LR
INTEGRATED ACCESS DOOR LOCK - FAIL SECURE -
INTERIOR LEVER
INTEGRATED ACCESS DOOR LOCK - FAIL SECURE -
INTERIOR PANIC HARDWARE WITH LATCH RETRACTION
LOCK
PWR
ELECTRIFIED DOOR LOCK POWER SUPPLY WITH
BATTERY BACKUP
CURTAIN MOTION DETECTOR - PASSIVE INFRARED
SENSOR
ELECTRONIC BATTERY POWERED LOCKSET
WITH INTEGRAL PROXIMITY READERGL
LATCH ONLY DOOR LOCKING SYSTEMLO
ACCESS CONTROL PANEL/POWER SUPPLY
(REQUIRES 120V AC)
BURGLAR ALARM CONTROL PANEL
(REQUIRES 120V AC)
DIGITAL VIDEO RECORDER (REQUIRES 120V AC)
RR REMOTE RELAY
X" CONDUIT SIZE
NOTE
ENC
FDT
VIC VIDEO INTERCOM SUBSTATION
SW ETHERNET SWITCH
POWER FOR CAMERA
ACCESS CONTROL WORKSTATION
(REQUIRES 120V AC)
PUSH PLATE DOOR OPERATORPP
DOOR OPERATOR PUSH PLATEDO
EM
ELECTRIFIED DOOR STRIKE - FAIL SAFE -
NORMALLY ENERGIZED - RELEASE ON FIRE ALARM
ES
FS
ELECTRIFIED DOOR STRIKE - FAIL SECURE -
NORMALLY UNENERGIZED
ES
FSE
##DOOR CONFIGURATION DESIGNATOR
FOR SECURITY SYSTEM
120VAC FOR HARDWIRED LATCH-RETRACTION
POWER SUPPLY
CAM
CAM
PAN
SECURITY CAMERA, 180° PANORAMIC
360°SECURITY CAMERA, 360° PANORAMIC
DE
ELECTROMAGNETIC LOCK, MAG LOCK
PTZ SECURITY CAMERA, PAN TILT ZOOM
SECURITY CAMERA. FIXED WALL OR CEILING
MOUNTED. SEE NOTES FOR DETAILS
KEYPAD
INTERCOM CALL BUTTONIC
PASSIVE INFRARED MOTION DETECTORPIR
CARD READER WITH KEYPADKP
EP
ACW
ACP
BCP
KP
PWR
DVR
BIOMETRIC READERBR
180°
SECURITY CAMERA, 180° PANORAMIC
SECURITY CAMERA, 360° PANORAMIC
SECURITY CAMERA, PAN TILT ZOOM
SECURITY CAMERA. FIXED WALL OR CEILING
MOUNTED. SEE NOTES FOR DETAILS
180°
360°
PTZ
4DG
4SG
4Q
4G
3G
2G
SG
J P
INTERCOM SUBSTATIONIC
INTERCOM MASTER STATIONIM
RACK EQUIPMENT RACK ENCLOSURE
VIM VIDEO INTERCOM MASTER STATION
VM VIDEO MONITOR
TE TELEPHONE ENTRY SYSTEM
EMERGENCY CONTROL CENTER.
(ELEVATOR LANDING PHONE)ECC
EMERGENCY COMMUNICATIONS STATION.
(ELEVATOR LANDING PHONE)ECS
VMS VIDEO MANAGEMENT SYSTEM
VMC VIDEO MANAGEMENT CLIENT
NETWORK VIDEO RECORDERNVR
5" SQUARE, 2-1/8" DEEP BOX WITH DOUBLE
GANG PLASTER RING5SQ
DOOR RELEASE BUTTONDR
1. SYMBOLS LEGEND IS PROVIDED FOR COORDINATION
OF SECURITY ITEMS TYPE AND APPROXIMATE
LOCATION.
2. COORDINATE WITH PROJECT DRAWINGS AND
DOCUMENTS.
3. ALL OUTLET MOUNTING HEIGHTS & LOCATIONS TO BE
VERIFIED & COORDINATED WITH ARCHITECTURAL,
ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS.
4. ALL OUTLET MOUNTING HEIGHTS & LOCATIONS TO BE
VERIFIED & COORDINATED WITH ARCHITECTURAL,
ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS.
5. CONDUIT LOCATIONS ARE DIAGRAMMATIC ONLY,
REFER TO ELECTRICAL PLANS FOR EXACT CONDUIT
RUNS.
6. CONNECTIONS SHOWN BETWEEN DEVICES ARE
INTENDED TO PORTRAY FUNCTIONAL RELATIONSHIP
ONLY. THE PLAN VIEWS ARE NOT INTENDED TO
REPLACE BIDDER'S SHOP DRAWINGS, AND DO NOT
INCLUDE THE FOLLOWING:
- ACTUAL CABLE TYPES
- ALL NECESSARY POINT-TO-POINT WIRING
- RUNS BETWEEN DEVICES AND CONTROL PANELS
- PROCESSOR BOARDS
- POWER SUPPLIES
- PARTITION PROGRAMMING: EXAMPLE "P2" DENOTES
THIS DETECTOR SHALL BE PROGRAMMED FOR
SECURITY PARTITION TWO (2). PARTITIONS ARE
IDENTIFIED AT THE KEYPAD ICONS.
SCHLAGE AD400 LOCKSET BY DIVISION 8
PIM400-1501PIM
DESCRIPTION
SECURITY SYMBOLS LEGEND
SYMBOL DESCRIPTION
SECURITY SYMBOLS LEGEND
SYMBOL Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
6" = 1'-0"
SE0.01
29313.00
11/30/18
SECURITY - LEGEND
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
CRCR213 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
MECHANICAL
B00UA
Room
B00SA
Room
B59
Room
B54
Room
B52
Room
B56
Room
B55
Room
B57
Room
B78
Room
B00UB
Room
B00UC
? ?
?
PIM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
SE2.00
29313.00
11/30/18
SECURITY - LEVEL 0
1/4" = 1'-0"1 SECURITY - LEVEL 0 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
CRCRCR
CR21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
LAB WRITE-UP
162
LAB WRITE-UP
160 LAB WRITE-UP
158
OFFICE
158B
LAB WRITE-UP
170
LAB WRITE-UP
170A
LAB WRITE-UP
170B
LAB WRITE-UP
169
OFFICE
168
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C OFFICE
167D
OFFICE
167E
Room
100CK
Room
167F
Room
100CG
Room
100CJ
Room
165B
OFFICE
152
Room
100SA
Room
165
Room
100UA
Room
100JA
Room
100UB
CORRIDOR
100CH
Room
100UF
Room
167G
OFFICE
156
COLLABORATION
167
PIM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
SE2.10
29313.00
11/30/18
SECURITY - LEVEL 1
1/4" = 1'-0"1 SECURITY - LEVEL 1 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
CRCR
CRCR
CR21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
TISSUE CULTURE
(MAMMALIAN)
276B
TISSUE CULTURE
(BACTERIAL)
276C
GLASSWASH
276A
LAB WRITE-UP
260
LAB WRITE-UP
269
OPEN RESEARCH
LAB
276
? ?
?
iCVD ROOM
276D
Room
200SD
Room
255A
Room
252Room
254
Room
256
Room
267
CO2 CLOSET
200JA
ELECTRICAL
200UA
PLUMBING
200UB
ACCESSIBLE
RESTROOM
200TC
PIM
PIM
IDF
404
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
SE2.20
29313.00
11/30/18
SECURITY - LEVEL 2
1/4" = 1'-0"1 SECURITY - LEVEL 2 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
CR
CRCR
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
RESEARCH LAB
367
LIGHT SCATTERING
367B
SUPPORT 1
367D
LAB WRITE-UP
362
E-BEAM
DEPOSITION ROOM
367F
LAB EQUIPMENT
367E
SUPPORT 2
367C
FLUORESCENCE
MICROSCOPE
367A
STAIRS
300SA
Room
352
Room
354
Room
356
PURE WATER
CLOSET
300JA
ELECTRICAL
300UA PLUMBING
300UB
Room
358
CONFERENCE
ROOM
360
PIM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
SE2.30
29313.00
11/30/18
SECURITY - LEVEL 3
1/4" = 1'-0"1 SECURITY - LEVEL 3 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
W
#F
TV
TV
WAP
WAP
#
#
#
1
T-501
2
T-501
20
21
23
24
OSC
WALL MOUNTED WIRELESS DATA1/DATA2 LOCATION - PROVIDE A
SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A
SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH
CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM
BEING SERVED BY THE OUTLET LOCATION. WIRELESS DATA LOCATION
IS TO BE MOUNTED 6" FROM FINISHED CEILING TO THE TOP OF THE
OUTLET BOX UNLESS OTHERWISE NOTED.
STRUCTURED CABLING LEGEND
CEILING MOUNTED WIRELESS DATA1/DATA2 LOCATION - PROVIDE A
SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A
SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH
CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM
BEING SERVED BY THE OUTLET LOCATION. CEILING MOUNTED
WIRELESS DATA LOCATIONS ARE TO BE CENTERED IN THE ROOM
AND MOUNTED TO THE BUILDING STRUCTURE ABOVE THE CEILING.
THE CEILING MOUNTED WIRELESS DATA DEVICE BOX ASSEMBLY IS
TO BE (UL) RATED FOR PLENUM.
WALL MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF
CABLES AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16"
SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING
AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL
STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME
FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION.
DATA# LOCATION IS TO BE MOUNTED 18" FROM THE FINISHED FLOOR
TO THE CENTER OF THE OUTLET BOX UNLESS OTHERWISE NOTED.
PROVIDE ADDITIONAL 1-1/4" CONDUIT WHERE THERE ARE 6 OR MORE
CABLES AT ONE LOCATION.
FLOOR MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF
CABLES AT THE OUTLET LOCATION) - PROVIDE A 1-1/4" CONDUIT WITH
CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM
BEING SERVED BY THE OUTLET LOCATION.
CEILING MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF
CABLES AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16"
SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER
RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL
STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME
FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION.
WALL MOUNTED TV LOCATION - PROVIDE A TWO GANG, 4-11/16"
SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER
RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND
PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE
SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET
LOCATION. TV VIDEO LOCATION IS TO BE MOUNTED 18" FROM THE
FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX UNLESS
OTHERWISE NOTED. PROVIDE TWO DATA CABLES.
FLOOR MOUNTED TV VIDEO LOCATION - PROVIDE A 1-1/4" CONDUIT
WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM
BEING SERVED BY THE OUTLET LOCATION.
WALL MOUNTED WALL PHONE VOICE LOCATION - PROVIDE A SINGLE
GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE
GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS,
BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING
SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE
OUTLET LOCATION. WALL PHONE VOICE LOCATION IS TO BE MOUNTED
48" FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX
UNLESS OTHERWISE NOTED.
FEED LOCATION (# DENOTES THE NUMBER OF CABLES AT THE FEED
LOCATION) PROVIDE A 2-GANG MUDRING WITH GROMMET FACEPLATE
AT FEED LOCATIONS AS IDENTIFIED ON PLANS. PROVIDE
POLYETHYLENE SLEEVE FROM GROMMET TO MODULAR FURNITURE
ENTRY POINT.
1. THE WORK REQUIREMENTS DESCRIBED WITHIN DIVISION 20 SPECIFICATION
SECTION "COMMON MECHANICAL / ELECTRICAL REQUIREMENTS" FORM
COMPLIMENTARY REQUIREMENTS TO THE SCOPE OF WORK CONTAINED WITHIN
DIVISION 27 AND 28.
2. CONDITIONS OF THE CONTRACT AND DIVISION 1, GENERAL REQUIREMENTS APPLY
TO WORK OF THIS SECTION. EXAMINE DRAWINGS AND OTHER SPECIFICATIONS
FOR REQUIREMENTS THAT AFFECT WORK OF THIS SECTION.
3. PROVIDE ITEMS REFERRED TO IN SINGULAR OR PLURAL NUMBERS IN CONTRACT
DOCUMENTS IN QUANTITIES NECESSARY TO COMPLETE WORK.
4. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL,
STATE AND FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL
JURISDICTION.
5. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM
APPROVED FOR INTENDED SERVICE. MATERIAL AND INSTALLATION SHALL MEET
REQUIREMENTS OF NATIONAL AND STATE ELECTRICAL CODE.
6. MAINTAIN RECORD DRAWINGS ON SITE. RECORD SET MUST BE COMPLETE AND
CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR PAYMENT
ARE SUBMITTED.
7. GUARANTEE WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL
ACCEPTANCE. REPAIR OR REPLACE DEFECTIVE MATERIALS OR INSTALLATION AT
NO COST TO OWNER. CORRECT DAMAGE CAUSED IN MAKING NECESSARY
REPAIRS AND REPLACEMENTS UNDER GUARANTEE AT NO COST TO OWNER.
8. SUBMIT GUARANTEE TO ARCHITECT BEFORE APPLICATION FOR FINAL PAYMENT.
9. STATEMENT OF GUARANTEE REQUIREMENTS SHALL NOT BE INTERPRETED TO
LIMIT OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT.
10. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF
SYSTEMS. PROVIDE INFORMATION AND COMPONENTS SHOWN ON RISER
DIAGRAMS BUT NOT SHOWN ON PLANS, AND VICE VERSA, AS IF EXPRESSLY
REQUIRED ON BOTH.
11. ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE.
12. ALL RACEWAYS RUNNING THROUGH BUILDING EXPANSION JOINTS SHALL BE
EQUIPPED WITH EXPANSION FITTINGS.
13. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO
DETERMINE SPECIFIC MOUNTING HEIGHTS AND LOCATIONS FOR TELECOM
EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT.
14. ALL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL
AND STATE ELECTRICAL CODES.
15. REFER TO SPECIFICATION FOR CABLE COLORS
16. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, JUNCTION BOXES,
CABLE TRAYS, PANELS, PULL STRINGS, ENCLOSURES, FLOOR BOXES, POWER
CIRCUITS, TELCOM GROUNDING SYSTEM, POWER CABLE AND POWER
CONNECTIONS UNDER THIS SECTION.
17. CONDUIT SHALL NOT EXCEED 100'-0" OR A TOTAL OF 180 DEGREES IN BENDS
BETWEEN PULL BOXES FOR DISTRIBUTION OF TELE/DATA CABLE.
18. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT AND/OR OWNER.
19. LABEL ALL CABLE, CONDUIT AND BACK BOXES FOR EASE OF IDENTIFICATION.
20. ALL CABLE RUNS MUST BE CONTINUOUS FROM SOURCE TO DESTINATION. NO
EXCEPTIONS.
21. PROVIDE A SERVICE LOOP OF 15'-0" MINIMUM AT ALL BACKBONE TERMINATION
LOCATIONS AND SPLICE POINTS.
22. INTERBUILDING AND INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY
AND VISIBLY IDENTIFIED BY THE CONTRACTOR IN ALL MANHOLES, PULL BOXES,
ENTRANCE POINTS, SERVICE ENTRENCES AND 3'-0" BEFORE ENTERING A FREE
STANDING RACK, WALL MOUNTED ENCLOSURE OR SURFACE MOUNT FIBER
CABINET UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM.
23. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS,
MAINTAIN A MINIMUM SPACING OF 1'-0" FROM ELECTRICAL FEEDERS, BRANCH
CIRCUIT WIRING AND AUXILIARY SYSTEM CABLING.
24. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS,
MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN
EQUIPMENT AND TRANSFORMERS SHALL BE 4'-0". SPACING REQUIREMENTS
SHALL APPLY TO OPEN CABLE PATHS WHERE EQUIPMENT IS LOCATED ON THE
SAME FLOOR, FLOOR ABOVE, FLOOR BELOW OR IN ROOMS ADJACENT TO SUCH
EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION:
BUILDING CONSTRUCTION THAT RESULTS IN METALLIC BARRIER BETWEEN
ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED
SUITABLE SEPARATION.C - MOUNT 6" ABOVE COUNTER TOP BACK SPLASH
ETR - EXISTING TO REMAIN
N - NEW
R - RELOCATE
X - REMOVE
GENERAL NOTES
OUTLET LOCATION DESIGNATORS
1. THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS
A REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT
ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT.
LEGEND NOTES
DETAIL CALL-OUT - PLAN VIEW.
DENOTES DETAIL "1" ON DRAWING "T-501".
KEY LEGEND
VANDERWEIL PROJECT INFO
PROJECT NUMBER
PROJECT NAME
29313
CORNELL OLIN HALL
125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX
RECEPTACLE.
D - DEDICATED CIRCUIT
GF - CONNECTED TO GROUND FAULT CIRCUIT BREAKER
GFI - WITH INTEGRAL GROUND FAULT INTERRUPTER
IG - ISOLATED GROUND
ELECTRICAL LOCATION DESIGNATORS
ELECTRICAL LEGEND
DETAIL CALL-OUT - ELEVATION VIEW.
DENOTES DETAIL "2" ON DRAWING "T-501".
DRAWING NUMBERING SYSTEM
T-0## - GENERAL (SYMBOLS LEGEND, NOTES, SPECIFICATION, ETC.)
T-1## - PLANS (HORIZONTAL VIEWS)
T-2## - ELEVATIONS (VERTICAL VIEWS
T-3## - SECTIONS (SECTIONAL VIEWS)
T-4## - LARGE SCALE DRAWINGS (PLANS, ELEVATIONS OR SECTIONS THAT ARE
NOT DETAILS)
T-5## - DETAILS
T-6## - RISERS, SCHEDULES AND DIAGRAMS
125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DOUBLE DUPLEX
RECEPTACLE.
GROUND BAR WITH INSULATED #6 CONNECTED TO GROUND IN
ELECTRICAL ENTRANCE ROOM
L5-20R - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST
LOCK RECEPTACLE
L5-30R - 30 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST
LOCK RECEPTACLE
L6-20R - 20 AMP, 250 VOLT, 2 POLE, 3 WIRE TWIST
LOCK RECEPTACLE
L6-30R - 30 AMP, 250 VOLT, 2 POLE, 3 WIRE TWIST
LOCK RECEPTACLE
125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX
RECEPTACLE FLUSH FLOOR MOUNTED
125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DOUBLE
DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED
1. THIS EXISTING FLOOR PLAN HAS BEEN DEVELOPED UTILIZING EXISTING DOCUMENTS AND READILY
OBSERVABLE SITE CONDITIONS. ALL DEVICES, CONDUITS,TELECOMMUNICATIONS EQUIPMENT, ETC.
SHOWN ARE FOR REFERENCE ONLY AND MAY NOT INDICATE CORRECT IDENTIFICATION, AND SIZE; AND
TOTAL QUANTITIES OF ITEMS SCHEDULED FOR DEMOLITION. VISIT SITE AND FIELD VERIFY THE
NUMBER OF DEVICES WITHIN THE CONSTRUCTION PHASE AREA PRIOR TO THE BID AND REMOVAL. THE
DRAWINGS DO NOT LIMIT THE AMOUNT OF DEMOLITION WORK REQUIRED. THE TELECOMMUNICATIONS
CONTRACTOR MUST PERFORM THE DEMOLITION WORK AS INDICATED ON THE DEMOLITION DRAWINGS
AND AS REQUIRED FOR THE NEW WORK.
2. DEMOLITION WORK MUST FOLLOW THE CONSTRUCTION PHASING SEQUENCE AND MUST BE
COORDINATED WITH THE CONSTRUCTION DRAWINGS AND CONTRACTORS.
3. REMOVE ALL DEVICES, EQUIPMENT, MATERIAL, AND ASSOCIATED CABLING IN THEIR ENTIRETY, WHICH
INTERFERE WITH THE NEW CONSTRUCTION AS DIRECTED BY THE CONSTRUCTION MANAGER. ALWAYS
FIELD VERIFY SYSTEM PRIOR TO STARTING WORK AT SITE. THE TERM ASSOCIATED CABLING SHALL
MEAN CONDUIT, FITTINGS, SUPPORTS, JUNCTION BOXES, CABLES, ETC. BACK TO THE RESPECTIVE
EQUIPMENT ROOM.
4. MAINTAIN AND RESTORE, IF INTERRUPTED BY REMOVALS OR IN PATH OF NEW CONSTRUCTION, ALL
CABLES AND CONDUITS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT
SHOWN). VERIFY CABLES, DEVICES, AND EQUIPMENT SCHEDULED FOR REMOVAL TO ASSURE THAT
THEIR REMOVAL WILL NOT ADVERSELY AFFECT ADJACENT AREAS NOT BEING RENOVATED.
5. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADE'S WORK, THIS CONTRACTOR SHALL
CAREFULLY REMOVE AND STORE ANY OR ALL TELECOMMUNICATIONS ITEMS IN PATH Of WORK,
REINSTALLING AND RECONNECTING SAME AS REQUIRED, AFTER COMPLETION OF OTHER TRADE'S
WORK IN THAT AREA, IN ACCORDANCE WITH THE PLANS AND/OR AS DIRECTED.
6. IN ALL EXISTING OR NEW AREAS SPECIFIED OR SHOWN TO BE PAINTED, THIS CONTRACTOR SHALL
REMOVE BAG AND PROTECT DURING WORK ALL TELECOMMUNICATIONS ITEMS AS REQUIRED
INCLUDING BUT NOT LIMITED TO DEVICE PLATES, DEVICES, ETC., REINSTALLING SAME AFTER
COMPLETION OF PAINTING. ANY ITEM NOT REMOVED AND PAINTED OVER SHALL BE SUITABLY CLEANED
OR REPLACED WITH NEW ITEM BY THIS CONTRACTOR.
7. INVENTORY MAJOR TELECOMMUNICATIONS ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE
OWNER FOR THEIR SELECTION OF ITEMS TO BE RETAINED. ALL ITEMS REJECTED BY THE OWNER
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.
8. DISCONNECT, MAKE SAFE AND REMOVE ALL TEMPORARY AND ABANDONED WIRE WITHIN THE SPACE.
SPECIFICALLY BUT NOT LIMITED TO LOW VOLTAGE CABLING SERVING THE MAILBOX DISTRIBUTION
SYSTEM.
9. FLAG, LABEL AND CLEARLY IDENTIFY CABLES AND ITEMS TO REMAIN IN PLACE, AND OR SERVICE,
THROUGHOUT THE PROJECT OR ANY PORTION OF THE PROJECT. REPAIR AND/OR REPLACE ANY
CABLE OR DEVICE DAMAGED DURING THE PROJECT, WITHIN 24 HOURS OF NOTIFICATION OF DAMAGES
OR DISRUPTION.
GENERAL DEMOLITION NOTES
OVERHEAD SERVICE CARRIER. SEE SHEET TC4.01 FOR DETAILS.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/8" = 1'-0"
TC0.01
29313.00
11/30/18
TELECOM - LEGEND
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
Room
100CK
Room
167F
Room
100CG
Room
100CJ
Room
167E
Room
167C
Room
167D
Room
168
Room
170B
Room
169
Room
165B
Room
152Room
156
Room
158
Room
158B
Room
167A
Room
170A
Room
167B
Room
160
Room
100SA
Room
162
Room
158A
Room
167
Room
170
Room
165
Room
100UA
Room
100JA
Room
100UB
Room
100CH
Room
100UF
Room
167G
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC1.01
29313.00
11/30/18
TELECOM - LEVEL 1 -
DEMO PLAN
1/4" = 1'-0"1 TELECOM - LEVEL 1 - DEMO
DEMOLITION NOTES:
CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS
WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION.
PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE
DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT
CLEARANCE TO START DEMOLITION.
COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO
OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY.
LEVEL 1:
IDENTIFY AND REMOVE EXISTING DATA CABLING WITHIN THE PROJECT AREA, BACK TO THE SERVING IDF ROOM 165B. REMOVE
FROM PATCH PANELS IN IDF ROOM.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
? ?
?
Room
200SD
Room
255A
Room
270A
Room
275A
Room
275
Room
265C
Room
278A
Room
258
Room
275B
Room
260
Room
200SA
Room
265A
Room
252Room
254
Room
256
Room
260A
Room
272
Room
276
Room
278
Room
274
Room
270
Room
267
Room
265B
Room
265
Room
200JA Room
200UA
Room
200UB
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC1.02
29313.00
11/30/18
TELECOM - LEVEL 2 -
DEMO PLAN
1/4" = 1'-0"1 TELECOM - LEVEL 2 - DEMO
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DEMOLITION NOTES:
CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS
WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION.
PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE
DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT
CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS IN IDF.
COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO
OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY.
2
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
Room
365A
Room
365D
Room
355
Room
365E
Room
365C
Room
361
Room
365F
Room
358
Room
300CD
Room
378
Room
360
Room
300SA
Room
375
Room
362
Room
377
Room
352
Room
354
Room
356
Room
365
Room
379
Room
365G
Room
300JA Room
300UA
Room
300UB
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC1.03
29313.00
11/30/18
TELECOM - LEVEL 3 -
DEMO PLAN
1/4" = 1'-0"1 TELECOM - LEVEL 3 - DEMO
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
DEMOLITION NOTES:
CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS
WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION.
PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE
DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT
CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS IN IDF.
COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO
OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY.
2
M
L
K
J
I
H
G
F
E
D
C
B
A
N
21 3 4 6 7 8
5
Q
P
R
S
T
O
10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
22
5.1
23.1 26.1
TC4.00
3
Room
403C
Room
400CA
Room
403B
Room
403D
Room
400UA
Room
400CC
Room
400SB
Room
403A
Room
401A
Room
401
Room
400UC
Room
403
Room
400SC Room
400EA
Room
4P0UA
Room
401C
Room
400SA
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
TC1.04
29313.00
11/30/18
TELECOM - LEVEL 4 -
DEMO PLAN
3/32" = 1'-0"1 TELECOM - LEVEL 4- PARENT DEMO
DEMOLITION NOTES:
CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS
WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION.
PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE
DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT
CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS IN IDF.
COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO
OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
1
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
MECHANICAL
B00UA
Room
B00SA
Room
B59
Room
B54
Room
B52
Room
B56
Room
B55
Room
B57
Room
B78
Room
B00UB
Room
B00UC
? ?
?
DATA FOR SECURITY SYSTEM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC2.00
29313.00
11/30/18
TELECOM - LEVEL 0
1/4" = 1'-0"1 TELECOM - LEVEL 0 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
22222 2222 2 2
2
2 2
2
2 2
WAP2
WAP
WAPWAP
28 28
1
2222 2 2
2
22 2 2 2
2 22 2222
2221 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
LAB WRITE-UP
162
LAB WRITE-UP
160
LAB WRITE-UP
158
OFFICE
158B
LAB WRITE-UP
170
LAB WRITE-UP
170A
LAB WRITE-UP
170B
LAB WRITE-UP
169
OFFICE
168
OFFICE
167A
CONFERENCE
ROOM
167B
OFFICE
167C
OFFICE
167D
OFFICE
167E
Room
100CK
Room
167F
Room
100CG
Room
100CJ
Room
165B
OFFICE
152
Room
100SA
Room
165
Room
100UA
Room
100JA
Room
100UB
CORRIDOR
100CH
Room
100UF
Room
167G
OFFICE
156
COLLABORATION
167
DATA FOR SECURITY SYSTEM
3
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC2.10
29313.00
11/30/18
TELECOM - LEVEL 1
1/4" = 1'-0"1 TELECOM - LEVEL 1 - A
NOTE:
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
2 2 822
22 622
2 444
2
2
WAP
WAPWAPWAPWAP
86444
4
4
4
4
4
4
4
4
4
4
22244
2
2 2
2
22
22
1
1
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
WORK AREA
TISSUE CULTURE
(MAMMALIAN)
276B
TISSUE CULTURE
(BACTERIAL)
276C
GLASSWASH
276A
LAB WRITE-UP
260
LAB WRITE-UP
269
OPEN RESEARCH
LAB
276
? ?
?
iCVD ROOM
276D
Room
200SD
Room
255A
Room
252Room
254
Room
256
Room
267
CO2 CLOSET
200JA
ELECTRICAL
200UA
PLUMBING
200UB
ACCESSIBLE
RESTROOM
200TC
C
C C
C
C
C
C
C
CC
LOCATE IN
WIREMOLD
C C
C
CC
OSC
OSC
OSC
OSC
OSC
OSC
CC
DATA FOR SECURITY SYSTEM
DATA FOR SECURITY SYSTEM
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC2.20
29313.00
11/30/18
TELECOM - LEVEL 2
1/4" = 1'-0"1 TELECOM - LEVEL 2 - A
NOTES:
LAB BENCH OUTLETS ARE FED FROM OVERHEARD SERVICE CARRIER. SEE DETAIL #2 ON SHEET TC4.01.
IDENTIFY THE EXISTING CABLE TRAY WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS
RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL SYSTEM ALTERATIONS WILL IMPACT THE EXISTING
CABLE TRAY.
IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO
ACCOMMODATE NEW OR MODIFIED DUCTWORK, PLUMBING, ELECTRICAL SERVICES, AND OTHER BUILDING SYSTEMS.
PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS
CABLING IS PROTECTED AND SUPPORTED THROUGHOUT THE PROJECT. PROVIDE CABLE PROTECTION FOR CABLING WITHIN
AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE MOVED
OUT OF THE AFFECTED AREA, COORDINATE SCHEDULING OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING,
WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF THE AFFECTED CABLES. TERMINATE, LABEL,
AND TEST NEW CABLING.
COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE.COMPLY WITH CIT
STRUCTURED CABLING SYSTEM STANDARDS AND REFERENCED STANDARDS IN THE DESIGN DOCUMENTS. RESTORE CABLE
TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
3
22282 222
22222 222222222
WAPWAP
WAP
WAP
6 6
4
4
4
4
4
4
4
4
4
4
4
4
222 2 2 2
222 22 22222W
TV1
21 3 4 6 7 8
5
Q
P
R
S
T
O
U
9
S1
R1
4A
Q1
5.1
RESEARCH LAB
367
LIGHT SCATTERING
367B
SUPPORT 1
367D
LAB WRITE-UP
362
E-BEAM
DEPOSITION ROOM
367F
LAB EQUIPMENT
367E
SUPPORT 2
367C
FLUORESCENCE
MICROSCOPE
367A
STAIRS
300SA
Room
352
Room
354
Room
356
PURE WATER
CLOSET
300JA
ELECTRICAL
300UA PLUMBING
300UB
Room
358
CONFERENCE
ROOM
360
OSCOSCOSCOSCOSCOSC
C
C
C
C
C
C
C C C C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
DATA FOR SECURITY SYSTEM
IDF
355
TC4.00
6
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
1/4" = 1'-0"
TC2.30
29313.00
11/30/18
TELECOM - LEVEL 3
1/4" = 1'-0"1 TELECOM - LEVEL 3 - A
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
3 1/7/18 ADDENDUM 02
NOTES:
IDENTIFY THE EXISTING CABLE TRAY WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS
RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL SYSTEM ALTERATIONS WILL IMPACT THE EXISTING
CABLE TRAY.
IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO
ACCOMMODATE NEW OR MODIFIED DUCTWORK, PLUMBING, ELECTRICAL SERVICES, AND OTHER BUILDING SYSTEMS.
PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS
CABLING IS PROTECTED AND SUPPORTED THROUGHOUT THE PROJECT. PROVIDE CABLE PROTECTION FOR CABLING WITHIN
AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE MOVED
OUT OF THE AFFECTED AREA, COORDINATE SCHEDULING OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING,
WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF THE AFFECTED CABLES. TERMINATE, LABEL,
AND TEST NEW CABLING.
COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE.COMPLY WITH CIT
STRUCTURED CABLING SYSTEM STANDARDS AND REFERENCED STANDARDS IN THE DESIGN DOCUMENTS. RESTORE CABLE
TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS.
3
M
L
K
J
I
H
G
F
E
D
C
B
A
N
21 3 4 6 7 8
5
Q
P
R
S
T
O
10 13
15 16 17
U
18 19 20 21
24 2523 26
9 11 12 14
S1
R1
4A
Q1
22
5.1
23.1 26.1
Room
403C
Room
400CA
Room
403B
Room
403D
Room
400UA
Room
400CC
Room
400SB
Room
403A
Room
403
Room
400SC Room
400EA
Room
4P0UA
? ?
?
LAB WRITE-UP
401
Room
400UC
Room
400SA
TC4.00
4
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3/32" = 1'-0"
TC2.40
29313.00
11/30/18
TELECOM - LEVEL 4
3/32" = 1'-0"1 TELECOM - LEVEL 4- PARENT
NOTES:
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE.
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2
2
222
2
2
222
2 222448
8
FFH
G
17
U
2423
R1
H
G
17
U
2423
R1
FIELD COORDINATE NEW
DATA LOCATION WITH NEW
WORKSTATION (TYP).
8
R1
8
R1
8
R1
TERMINATE NEW CABLES IN NEW PATCH PANELS LOCATED IN EXISTING RACKS.
COORDINATE PATCH PANEL LOCATIONS WITH CIT.
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
TC4.00
29313.00
11/30/18
TELECOM - EXISTING IDF
& PART PLAN
1/4" = 1'-0"3 TELECOM - LEVEL 4 - EXISTING TEMPORARY PART PLAN
1/4" = 1'-0"4 TELECOM - LEVEL 4 - NEW CONSTRUCTION PART PLAN
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
1" = 1'-0"6 TELECOM - LEVEL 3 - EXISTING IDF
2
2
OVERHEAD SERVICE CARRIER
DATA CABLE TERMINATION
WIREMOLD COMMUNICATIONS ADAPTOR WITH
TWO RJ45 COUPLER MODULES
PRE-TERMINATED PATCH
CABLE ROUTED THROUGH
TROUGH AND INTO
WIREMOLD
CEILING
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
3" = 1'-0"
TC4.01
29313.00
11/30/18
TELECOM - RISER
DIAGRAM & DETAILS
3" = 1'-0"2 TELECOM - LAB BENCH DATA DETAIL
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01
2